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ASA-2021-002 - Approved Plan Set FEE] Community Development DepartmentA B B R EVIATI O NS DEMOLITION NOTES PROJECT TEAM ARCHITECT: Planning Division-Cupertino CUPERTINO APPROVED 1. COMPLY WITH APPLICABLE LOCAL,STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF CLIENT/TENANT ARCHITECT CONTRACTOR Case# AB ASA-2461EMR BOLT JT. JOINT PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. AC A LT CONCRETE APPLE, INC. HABITEC ARCHITECTURE NOVO CONSTRUCTION p qR DRAIN KP KICK PLATE 2. PROVIDE AN MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND CONTACT: CARL BACON CONTACT: BRICE COLTON CONTACT: JEFF BILINSKI Approval Bo Admin Hedliri REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. ONE APPLE PARK WAY, MS 1 19-00 2290 NORTH FIRST STREET, # 304 1460 O'BRIEN DRIVE Approval Da�DJ. 11� ENT KIT. KITCHEN 3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND CUPERTINO, CA 95014 SAN JOSE, CA 95131 MENLO PARK, CA 94025 AN APPLICATION FOR 0 Signature A"Ill AAErick pl"rq,r', IAA SMOKE, ETC.TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR -TCL�TV�/'TL� LAV. LAVATORY P: 408.783.1712 P: 408.977.0606 P: 650.690.6373 case^^ DAMAGED SURFACES TO MATCH ADJACENT SURFACES. E: carlbacon@apple.com E: bcolton@habitec.com E: •bilinski@novoconstruction.com habitec ALT. ,�1��RNATE LB LAG BOLT pp jbilinski@novoconstruction.com ARCHITECT/ARCHITECTURAL LBS POUND 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE architecture and interior design AVG. AVERAGE LF LINEAR FOOT OWNER. AWC ACOUSTICAL WALL COVERING LL LIVE LOAD 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH AND OTHER MATERIALS CIVIL LANDSCAPE STRUCTURAL 2290 North First Street#304,San Jose,CA 951 31 P 408.977.0606-F 408.298.4245 LS LAG SCREW RESULTING FROM DEMOLITION OPERATIONS. BKF ENGINEERS WOOD ARCHITECTURE STRUCTURAL ENGINEERS INC. www.habitec.com BD. BOARD LVL LAMINATED VENEER LUMBER 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES AS REQUIRED FOR CONTACT: KYLE BRINKMAN CONTACT: TYSON CARROLL CONTACT: JEROME FISHPAW BLDG. BUILDING NEW WORK. 1730 NORTH FIRST STREET, # 600 1512 W. MINERAL KING AVENUE 2901 TASMAN DRIVE, # 100 BLKG. BLOCKING MAX. MAXIMUM BRZ. BRONZE MB MACHINE BOLT 7. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE SAN JOSE, CA 95112 VISALIA, CA 93291 SANTA CLARA, CA 95054 BTM. BOTTOM MECH. MECHANICAL NOTED. P: 408.467.9183 P: 559.786.9600 P: 408.380.8403 BTWN. BETWEEN MFD. MANUFACTURED 8. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-FLOOR AS REQUIRED FOR NEW FLOOR FINISHES. E: kbrinkman@bkf.com E: tyson@iwoodarchitecture.com E: fishpaw@structuralengineersinc.com PROJECT INFO: BUR BUILT UP ROOFING MFR. MANUFACTURER 9. SCOPE OF DEMOLITION INDICATED IS TO BE IN ITS ENTIRETY UNLESS NOTED OTHERWISE. 1 1 BW BOTH WAYS MICRO. MICROWAVE MECHANICAL ELECTRICAL PLUMBING MIN. MINIMUM CB CATCH BASIN MISC. MISCELLANEOUS TENANT IMPROVEMENT NOTES UNITED MECHANICAL SPRIG ELECTRIC UNITED MECHANICAL CF CUBIC FEET MTD. MOUNTED CONTACT: CONTACT: NAI SAECHAO CONTACT: FG0 1 CG CORNER GUARD MTL. METAL 1. HIGH PILED COMBUSTIBLE STORAGE SHALL REQUIRE A SEPARATE PERMIT AND SHALL COMPLY WITH SECTION 2185 OAKLAND ROAD 1860 SOUTH TENTH STREET 2185 OAKLAND ROAD AND NEW ENTRY CJ CONTROL JOINT 903.2.7.1 OF THE 2016 C.B.C. SAN JOSE, CA 95131 SAN JOSE, CA 95112 SAN JOSE, CA 95131 PHASE 2 CLKG. CAULKING (N) NEW 2. SMOKE AND HEAT VENTING SHALL COMPLY WITH SECTION 910 OF THE 2016 C.B.C. P: 408.232.9000 P: 408.334.7141 P: 408.232.9000 3 THE TENANT IMPROVEMENT WORK SHALL BE DESIGNED AND CONSTRUCTED TO BE IN COMPLIANCE WITH CLG. CEILING NIC NOT IN CONTRACT E: E: nsaechao@sprigelectric.com E: 18922 FORGE DRIVE CLR. CLEAR NA NOT APPLICABLE . CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE SECTIONS 1203 AND 1205 (VENTILATION AND LIGHT) OF THE 2016 C.B.C. 18922 FORGE DRIVE CO. CLEANOUT 4. PROVIDE ILLUMINATED EXIT SIGNS ON A DEDICATED CIRCUIT COMPLYING WITH SECTION 1006, 2016 C.B.C. LEED ACOUSTICS STUDIO INTERIORS C U P E RT I N O, CA 95014 COTG. CLEANOUT TO GRADE O/ OVER 5. WALL OUTLETS SHALL BE LOCATED A MINIMUM OF 1'-3"ABOVE FINISH FLOOR. CONTROLS FOR LIGHTS, HVAC BRIGHTWORKS SUSTAINABILITY CHARLES M.SALTER FRANCIS MANZELLA DESIGN COL. COLUMN OC ON CENTER SYSTEMS, ETC.SHALL BE LOCATED AS FOLLOWS: CONTACT: HEATH BLOUNT CONTACT: JEREMY L. DECKER CONTACT: FRANCIS MANZELLA CONC. CONCRETE OH OVERHEAD MAXIMUM HEIGHT: 4-0"ABOVE FINISH FLOOR 2319B SHATTUCK AVENUE 130 SUTTER STREET 961 ROUTE 6 CONT. CONTINUOUS OPNG. OPENING MINIMUM HEIGHT: 3'-0"ABOVE FINISH FLOOR BERKELEY, CA 94704 SAN FRANCISCO, CA 94104 MAHOPAC, NY 10541 CPT. CARPET 6. AN ASSEMBLY PERMIT IS REQUIRED FOR GROUP A OCCUPANCIES WHEN OCCUPANT IS 50 OR GREATER (49 P: 415.230.2135 P: 415.470.5440 P: 941.248.7680 CUPERTINO .. CA 95014 CT CERAMIC TILE PL. PLATE OCCUPANTS IS THE MAXIMUM OCCUPANT LOAD FOR A"B"OCCUPANCY) E: heath.blount@brightworks.net E:jeremy.decker@crosalter.com E: fmanzella@fmdesign.com CTR. CENTER PLF POUNDS PER LINEAL FOOT CLIENT: CW COLD WATER PLAM. PLASTIC LAMINATE 7. INSULATION SHALL COMPLY WITH SECTION 720.2, 2016 CBC. WITH A FLAME SPREAD RATING OF 25 OR LESS PLYWD. PLYWOOD AND A MAXIMUM SMOKE DENSITY OF 450. DBL. DOUBLE PNT. PAINT D DEPARTMENT PSF POUNDS PER SQUARE FOOT DF. DOUGLAS FIR PSI POUNDS PER SQUARE INCH GENERAL CONTRACTOR NOTES DRAWING INDEX PROJECT DATA F. DIA. DIAMETER PT PRESSURE TREATED DIAG. DIAGONAL PVC. POLYVINYLCHLORIDE 1. MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND N7E, SHEETS MARKED WITH A ARE SUBMITTED APN................................................................................... 316-09-030 DIM. DIMENSION PVMT. PAVEMENT DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. OWITH THE BUILDING APPLICATION, NOT THE PLANNING 1 1 RELATED BUILDING PERMIT SUBMITTALS.......................... BLD-2019-1123, BLD-2019-1600 DISP. DISPENSER 2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCING ANY WORK.THE GENERAL AATION. �° 1.82B DL DEAD LOAD RA RETURN AIR '= EXISTING BUILDING AREA,TOTAL FOOTPRINT................ ±91,404 SF CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OF THESE PLANS AND SPECIFICATIONS EXISTING BUILDING AREA, INTERIOR............................... ±88,854 SF BOTH PHASES COMBINED DN. DOWN RAID. RETURN AIR ( ) 3. MAINTAIN THE JOB SITE IN A CLEAN AND ORDERLY CONDITION FREE OF DEBRIS AND LITTER. EACH ARCHITECTURAL DR. DOOR RB RUBBER BASE PROPOSED AREA INCREASE, MEZZANINE...................... 612 SF (USABLE FOR STORAGE ONLY) SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS OR HER WORK SHALL REMOVE A0.1 COVER SHEET&GENERAL NOTES DWG. DRAWING RCP REFLECTED CEILING PLAN ALL TRASH AND DEBRIS AS A RESULT OF HIS OR HER OPERATIONS. SeUTI PROPOSED TOTAL NEW INTERIOR AREA........................ ±89,466 SF (BOTH PHASES COMBINED, SEE A2.0.4 FOR CODE ANALYSIS) DW DISHWASHER RD ROOF DRAIN 4. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED IWEST PIPING PLAN PHASE 2 AREA OF WORK................................................ ±71,199 SF RWD. REDWOOD "^�^ • UNTIL THE SUBMISSION HAS BEEN REVIEWED AND ACTED UPON BY THE ARCHITECT. ALL SUCH PORTIONS OF THE r �,.�.� SPRINKLER.......................................................................... YES (E) EXISTING REF. REFERENCE WORK SHALL BE IN ACCORDANCE WITH THE REVIEWED SHOP DRAWINGS AND SAMPLES. EA. EACH REFR. REFRIGERATOR A8.4 ++EEUtE-&-eET°,11:81','Ae PLAN NUMBER OF STORIES......................................................... 1 EB. EXPANSION BOLT REG. REGISTER 5. CONFINE OPERATIONS AT THE SITE TO AREAS PERMITTED BY THE PROPERTY OWNER, LAWS, ORDINANCES, A8.5 WALL LEGENE)&BET,41 ��} mEel �� TYPE OF CONSTRUCTION................................................. TYPE III-B AE)EIFS EXTERIOR INSULATION FINISH SYSTEM REQD. REQUIRED PERMITS, AND THE CONTRACT DOCUMENTS. Al� DEMO SITE PLAN � � . TYPE OF OCCUPANCY..................................................... B (OFFICE AND NON-HAZARDOUS LAB) EJ. EXPANSION JOINT REV. REVISION 6. SHOULD AN ERROR APPEAR IN THE NOTES,SPECIFICATIONS, OR DRAWINGS, OR IN WORK DONE BY OTHERS, 1 1 PROVIDED SITE PARKING ................................................. NO CHANGE, SEE OVERALL NEW SITE PLAN,SHEET A1.2 ELEC. ELECTRIC/ELECTRICAL RM. ROOM EFFECTING THIS WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS AS TO PROCEDURE. IF THE A1.2.1 SITE PHOTOS CODES USED...................................................................... 2016 CBC, CPC, CMC, CEC, CFC, CA ENERGY CODE, CA GREEN BUILDING STANDARDS ELEV. ELEVATOR/ELEVATION RO ROUGH OPENING CONTRACTOR PROCEEDS WITH WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT,THE EN. EDGE NAILING RWL RAINWATER LEADER CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT. A1.4 EXTERIOR ELEVATIONS CODE, ACCESSIBILITY REGULATIONS, AND LOCALLY ADOPTED CODES. ENCL. ENCLOSURE 7. SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES A1.5 EXTERIOR ELEVATIONS (CONT'D) M1 J19� � THIS PROJECT SHALL MEET THE REQUIREMENTS OF LEED CERTIFICATION. EP. ELECTRICAL PANEL SCHED. SCHEDULE ON CONTRACT DRAWINGS HAVE BEEN OMITTED, CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST �2 e,o,ER4LLE)EhieLIT'19 LPLAH EQUIP. EQUIPMENT SD STORM DRAIN CrTRIIS A I SCOPE O F WORK EXPENSIVE MATERIALS AND CONSTRUCTION INVOLVED UNLESS HE OR SHE SHALL HAVE ASKED FOR AND A� e.�,��^"�� "��"�^� "�� ?'�� ETR EXISTING TO REMAIN SEC. SECTION OBTAINED ANY WRITTEN DECISIONS FROM THE ARCHITECT AS TO WHICH METHOD OR MATERIALS WILL BE A�4� OYERALL EGRESS PLAN E8.e9 EXT. EXTERIOR S.E.D SEE ELECTRICAL DRAWINGS REQUIRED. -$GIJhE�°FRE)ENEARGEeHE)EMeL+TleP4 PEA+ SF SQUARE FOOT A2.i.2 BeHLE ARB ENEARGEBH�ENSIeHAL PLAN �e2 EUP FEEDER TRANSF IRMER°e"EE)"'ES THIS PROJECT PROPOSES TO RENOVATE THE INTERIOR OF AN EXISTING SINGLE-STORY OFFICE AND LAB BUILDING.THE TENANT WILL NOT CHANGE FA FIRE ALARM S.F.S.D. SEE FOOD SERVICE DRAWINGS 8. PATCHING, REPAIRING, AND REPLACING OF MATERIAL SURFACES CUT OR DAMAGED IN EXECUTION OF WORK A f�03LEz� laee�-L+G++taG SHALL BE DONE WITH MATCHING MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH ,'2+3 p4 �EEz R LIG AND THE BUILDING WILL CONTINUE TO BE USED AS AN OFFICE AND LAB.THIS PROJECT ALSO PROPOSES WORK TO THE MAIN ENTRY TO THE FD FLOOR DRAIN SHTG. SHEATHING SURROUNDING SIMILAR SURFACES. ;t2+6 6E)HhE1I;4RB EPdEftReEB P$MdER PE;AtP� f�05 T+x LIGd�PfG OFFICE AND LAB SPACE,THE RESTROOMS, AND THE BUILDING ELECTRICAL ROOM.THIS PROJECT IS PHASE 2 OF AWHOLE-BUILDING ,1. FDC FIRE DEPARTMENT CONNECTION SHWR. SHOWER 9. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL HAVE A U.L. DESIGN LISTING NUMBER, OR EQUAL.THIS E)6 ;+x LIS'ITIP4GEAP4TRAL� RENOVATION. PHASE 1 WAS PREVIOUSLY SUBMITTED FOR PERMIT AS BLD-2019-1 123. FE FIRE EXTINGUISHER SIM. SIMILAR LISTING NUMBER SHALL BE DISPLAYED ON THE INSTALLED EQUIPMENT. ANY EQUIPMENT NOT LISTED WILL Ere0 SINGLE LINE ENAGRAMEXISTING LAB SPACES ARE ANTICIPATED TO HAVE LOW CHEMICAL QUANTITIES AND WILL COUNT AS GROUP 'B' OCCUPANCIES. FEC FIRE EXTINGUISHER CABINET S.M.D. SEE MECHANICAL DRAWINGS Ei.ei 81HISLELINE$ DEMOLITION OF INTERIOR IMPROVEMENTS ON SOUTH SIDE OF EXISTING DEMISING WALL FF FINISH FLOOR SPEC. SPECIFICATION REQUIRE FIELD TESTING AND CERTIFICATION BY AN APPROVED TESTING AGENCY. A 4 PLAZA AND ENTRY ENLARGED PLAN E1.82 RECONFIGURATION OF EXISTING RESTROOM CORES AND ADDITION OF NEW SINGLE-USE RESTROOMS FH FIRE HYDRANT S.P.D. SEE PLUMBING DRAWINGS 10. HAZARDOUS MATERIALS:THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY 1014.4.6 P�Ae A oePd6-EFd+R"F?iLi4R6C ER PEftrd E3.00 E)YERALL PE t" r^ PLAN CONSTRUCTION OF INTERIOR IMPROVEMENTS INCLUDING LAB SPACES, OFFICE SPACES, MEETING ROOMS, MILLWORK ETC. FHC FIRE HOSE CABINET S.S.D. SEE STRUCTURAL DRAWINGS FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL, OR DISPOSAL OF OR EXPOSURE OF PERSONS TO AS E PARTIAL L EYE ' PE)WEm PLAN AREA" ROOF WORK IN PHASE 2 INCLUDES ADDITION OF 3 NEW SKYLIGHTS WITH OPENINGS DESIGNED BY THE STRUCTURAL ENGINEER. FIN. FINISH S.S. STAINLESS STEEL ASBESTOS OR HAZARDOUS OR TOXIC SUBSTANCES IN ANY FORM AT THE PROJECT SITE. PROFESSIONAL �} ddeRTI I LABS-ENEARGE6 ERHIPMENT PLA�d E3.62 {MARTIAL LEYEE CLAN AREA B EXTERIOR WORK IN PHASE 2 INCLUDES A NEW MAIN ENTRY, A NEW PATIO, A NEW BACK ENTRY, PARTIAL RECONFIGURATION OF THE PARKING FL FLOW LINE SS SOLID SURFACE SERVICES RELATED OR IN ANY WAY CONNECTED WITH THE INVESTIGATION, DETECTION, ABATEMENT, 1112.3.3 I LABS ENE'°`FGEE) EIi48IE)P4'°,ELAN E8.83 PARTIAL LEVEL 1-P19WERP64Pd,4REfcE REPLACEMENT, USE, SPECIFICATION, OR REMOVAL OF PRODUCTS, MATERIALS, OR PROCESSES CONTAINING A2.8.3 d41e 04 PARTIAL-- -- - - E - - E - LOT, A NEW ACCESSIBLE PATH TO FORGE DRIVE, AND LANDSCAPE WORK. FLSHG. FLASHING S.T.C. SOUND TRANSMISSION COEFFICIENT 4 CABS E E3-05 PARTIAL LEYEI: 1 EPC FLR. FLOOR STD. STANDARD ASBESTOS OR HAZARDOUS OR TOXIC MATERIALS ARE BEYOND THE SCOPE OF THIS AGREEMENT. ,,127 3.5 NeRTH-LABS EI4b',RGEB PeWER PLAN E3.06 ELEVEL 1 SPEeIAL PewER PLAN AREA BSPECIAL CONDITIONS FLUOR. FLUORESCENT STL. STEEL 11. IF PROJECT IS BID PRIOR TO RECEIVING ALL AGENCY APPROVALS FOR PERMIT,THE CONTRACTOR SHALL A4-4.8 8e{�E,',Sf LABS ENEARGEB$EMeI:ITI8N P64H• E8.0? �A�+ ��C FOC FACE OF CONCRETE STRUCT. STRUCTURAL CARRY CONTINGENCIES IN BIDDING TO COVER CHANGES THAT MAY RESULT FROM PLAN CHECK COMMENTS. 0,2.4-1 88 :ABS r"' "^,.,- 88 PARTIAL LEYEE 1 SPEE+AL PeWER '4REA B ; FOS FACE OF STUD SUSP. SUSPENDED CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND UPDATING THE THE BUDGET BASED ON A2.4.2.2 r t$ E8.89 E)YERALL R$eF PeWERfLAfd 1. LEED CERTIFICATION REQUIRED. PROVIDE DOCUMENTATION; REQUIRED FOR BUILDING FINAL. FOW FACE OF WALL SYS. SYSTEM PERMITTED DRAWINGS. � E�° L�{isrEldL�tf�GEB �cL�EAPd E01 PATLIG - �z 4.4 Se{�EAST LABS E E,4fd �4.02 +A EL 1 LIG FRP FIBERGLASS REINFORCED PLASTIC 12. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF THE PROJECT AND ALL OF ITS COMPONENT PARTS. 0,2.4.5 &ems E4-03 PARTIAL LEYEE 1 LIGI ITIHG PLAN REA e NO. DESCRIPTION: DATE: FRMG. FRAMING T. TEMPERED LAYOUT ENGINEERING AND DIMENSIONAL INFORMATION, IN ADDITION TO THE INFORMATION CONTAINED ON A2.5.8 SOUT1 IWESTLAB +84 PAi +AI-LEYEE 1 LIG+ +6-PLAH ARCAB FT. FOOT TEL. TELEPHONE THE CONTRACT DRAWINGS, THAT MAY BE DETERMINED BY THE CONTRACTOR AS NECESSARY TO ACCURATELY A2�1 ECr.00 {'A,4 =LE5 FTG. FOOTING T.O.C. TOP OF CURB CONSTRUCT THE PROJECT IN CONFORMANCE WITH THE DESIGN INTENT AS SHOWN IN THE CONTRACT A2.5.2 SOUTHWEST LABS ENLARGED DIMENSIONAL PLAN E6..01 f`A '=E)�=S DEFERRED SUBMITTALS - INITIAL CITY SUBMITTAL 12/16/2019 T&G TONGUE &GROOVE A2.5.3 SOUTHWEST LABS ENLARGED NOTATIONAL PLAN E6..0z EL Se+EBULES DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. 5.4 T EZ9i WIRING BIAGRAM& GA. GAUGE TS TUBE STEEL , GALV. GALVANIZED T.V. TELEVISION A2.55 LABS F.82 '°' 1. FIRE DETECTION / FIRE ALARM SYSTEM GC GENERAL CONTRACTOR TYP. TYPICAL SPECIAL INSPECTIONS LIST AT.1..8 e'°`ER4LL NEW REFLEeTEB�EILING DEAN �. E „ETRle^ " 1.1. THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE 1 COMMENT RESPONSES 06/22/2020 BeHLEYARB E � - TPEARGEE)BEMVr +LE','EL 1 EMERGEN&'Pi efeMET Q WITH CFC 907.5.2.2 AND 1005.3.1. GLB GLUE LAMINATED BEAM 1113.i.} BeHLE ARE ENLARGED NEW Re GRDR. GIRDER U.O.N. UNLESS OTHERWISE NOTED A3.2 8 Eh4jA dB-ENTRY Epd�RGEE) B M8HRep PLUMBING 2. FIRE SPRINKLER SYSTEM GSM GALVANIZED SHEET METAL 1. FILLET WELDING (CHAMBERS) A3.2.1-----+`I:AZA ANE)ENTRY ENLARGED NEW ReF1 P8.88 E)YER SIT LEGE 2.1. THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CFC 2 DESIGN CHANGES 06/22/2020 GWB GYPSUM WALL BOARD VCT VINYL COMPOSITION TILE 2. FULL-PENETRATION GROOVE WELDING (CHAMBERS) i43�.9 ABS ENbA,RGF9 BFNlle ReP . IV^^^' Ead3}REhAENT-5 903.3.1.1 OR 903.3.1.2. I V A33 f eRTI I-LABS-EHEARGGEE)HEW RED VENT. VENTILATION/VENTILATOR P'8.e2 EEbfPMEPdT SEiiEBifLES 2.1. FIRE SPRINKLERS SHALL BE PROVIDED IN ALL COMBUSTIBLE CONCEALED SPACES, IN ACCORDANCE WITH NFPA 13, 8.15.1. HB HOSE BIBB VERT. VERTICAL 3. EXPANSION ANCHORS (CHAMBERS) A3.4.8 SeUT1'E,A,ST LABS EHI:,A,RGEB DEME)ReP 2.2. FIRE SPRINKLER SYSTEM SUBMITTAL SHALL CONTAIN THE FIRE SPRINKLER SYSTEM'S HYDRAULIC CALCULATION. 3 DESIGN CHANGES 07/24/2020 4. THIRD-PARTY FIELD-LISTING OF UNLISTED EQUIPMENT (ETS LINDGREN CHAMBERS) A3-4.1 SE)HTI'EASf I- -- NEW 2.3. PROOF OF 5-YEAR CERTIFICATION STICKER ON THE FIRE SPRINKLER RISER SHALL BE PROVIDED AT FINAL SPRINKLER INSPECTION. HD HOLDOWN V.I.F. VESTIBULE 5e LABS f ^ 5. THIRD-PARTY FIELD-LISTING OF UNLISTED EQUIPMENT (ECKEL CHAMBERS) OiB Sf PLUMBING 2.4. FIRE SPRINKLERS SHALL BE PROVIDED TO CHEMICAL FUME HOODS. HDR. HEADER 11J.J.1 561=b4D5-EP�L�tf26EB -i?EE� HGR. HANGER W/ WITH 6. WELDING (GUARDRAILS AT MEZZANINE) A4� eVERALL BEr�teLITIeN ReeF%44 3. SKYLIGHT SHOP DRAWINGS. 4 DESIGN CHANGES 11/06/2020 HM. HOLLOW METAL WC WATER CLOSET 0,4�1 e'a 4. RAISED ACCESS FLOOR SHOP DRAWINGS, SPECIFICATIONS, AND STRUCTURAL ANCHORAGE METHODS. SHOP DRAWINGS REQUIRE HORIZ. HORIZONTAL WD. WOOD ^G1 BUILBIP46 SEeT+eP45- APPROVAL FROM THE ARCHITECT OF RECORD. ANCHORAGE REQUIRES APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. 5E5 5. MEZZANINE STAIR AND GUARDRAIL SHOP DRAWINGS, SPECIFICATIONS, AND STRUCTURAL ANCHORAGE METHODS.SHOP DRAWINGS 5 RESUBMITTAL 12/11/2020 HR. HOUR WH WATER HEATER A5-3LB+I�+G�Ee � HT. HEIGHT WDW. WINDOWREQUIRE APPROVAL FROM THE ARCHITECT OF RECORD. ANCHORAGE REQUIRES APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. '� BUILDING 8EeT e, c 6. RELOCATED CHAMBER SHOP DRAWINGS AND ANCHORAGE.SHOP DRAWINGS REQUIRE APPROVAL FROM THE ARCHITECT OF RECORD. HVAC HEATING/VENTILATING/AIR CONDITIONING W/O WITHOUT A5-5 BUILBIP46 SEGT+ HW HOT WATER WP. WATERPROOF A5.6--------6idIL$INGSEeTlef'45 ANCHORAGE REQUIRES DESIGN BY THE CHAMBER VENDOR'S ENGINEER. NOTE ON CHAMBERS: NEW CHAMBER DRAWINGS ARE INCLUDED 6 PLANNING APPLICATION 01/29/2021 WSCT. WAINSCOT A5.7 BUILDING SECTIONS IN THE MAIN PERMIT SUBMITTAL. ONLY RELOCATED CHAMBERS NEED TO BE DEFERRED. IN. INCH/INCHES WT. WEIGHTS 7. ISOLATED FLOATING SLAB ENGINEERED SHOP DRAWINGS.SHOP DRAWINGS REQUIRE APPROVAL FROM THE ARCHITECT AND STRUCTURAL INFO. INFORMATION WWF WELDED WIRE FABRIC '¢'.1.2 'Trm"I E IE --- - - ENGINEER OF RECORD. �m r r 7 DESIGN CHANGES 03/08/2021 INSUL. INSULATION A I JI E','AR,. ELEVATIONS �A �8119 PLUMBING � INT. INTERIOR AF.3 d'2-0213 PAr+AI:ReeFSeHT' EAST PEUMBING PLArd JAN. JANITOR �F.8.2 h4o-ELE', 4 'eNS P2.82e PARflAL ReeF HeRT1 IWEST PLUMBING PLAN 8 RESUBMITTAL 03/08/2021 : : �� ASSESSOR'S MAP MATERIAL SYMBOLS ANNOTATIONS �� Le$3'BEEIFELE'd�4TfeP48,',P4B-SSEe S 9 COMMENT RESPONSES 03/26/2021 � E� � ,A'8-} 19 8,',HIT,A,RYSE OFFICE OF CO TY ASSESSOR - SANTA C COUNTY, C A L I F 0 R N I A P5.82 WATER RISER DIAGRAMBOO BDDK PADS BASE ROCK cBAF M -�--�-- - _ _- _ HOMESTEAD P.M. 790-M-47 313 ROAD 316 �9 10 COMMENT RESPONSES 06/29/2021 2 COLUMN GRID LINE A8-4 f'�5..04-4 �FLe�M I I , - 0 - - - _ _ . ^ rT" c g, ee ,� a P.M. 299-M-20�� - bAtB m.a� �_._ *h ei SA 2021 002 AT FGO I] '°t8-•6 E)R A"d6 -BET'°` P581 IMUMBi s B �� I »��n� ..- °�1e 3:47 $ '�d1 7'°` 11 PLANNING RESPONSES 09/01/2021 A f fi 0� Lt}PBE�AFL��6.82 PI:IJMBING BEFAIES - I `� .a... - , I .. CONCRETECIVIL P�r.C3 PEHOOBIHS BE+#IE& J � +:`•.,,!..._ �-' Sig 1 Nat - I I " :. � �' SECTION # C1.0 TITLE SHEET P�?B1 Ee�WER- 1 \I I I I J "Nj 'i - J ]] 1 neA° nSm � � SECTION C2.0 EXISTING CONDITIONS 1 § � 1i PCL + R.O.S.320125 -� -� -� -� SHEET # C2.1 EXISTING CONDITIONS 'f 6 37 2 � I - - -� -� EARTH (SECTION) C2.2 EXISTING CONDITIONS � 14.135 AC. is M I -1 I-1 I-1 I-� C2.3 EXISTING CONDITIONS 9 'I J I f'TN.P AL. 2 ETAIL# C3.0 DEMOLITION PLAN aFg�} �^ �^ T ^^ ° w I I 1" = 200' DETAIL C3.1 DEMOLITION PLAN a �j 3 I I 'Pc z al °6'° (�$} Gx-Hz-acL�b4'[�-BEP+�EEs+efd-PLAfd• >> 5.80 AC.NET. 5.50 AC.NET. i � ////ASHEET# C3.2 DEMOLITION PLAN )H 82 ^^T G ")�^ < _I.- 3 EXISTING WALL SECTION T - C3.3 DEMOLITION PLAN a ° •sc -ass.°° H$3 eE)H5�eTIE)H PE 44 r- C4.0 IMPROVEMENT PLAN }0� �°cE✓e F+PdiSi FPb�cPd O PCL. 1 5.aO3 AC. I a jj I �11 C4.1 IMPROVEMENT PLAN XIg5 I F' 4 I coon A PTN PCL, 2 9 E) ARCh'�T WOOD MEMBER LEVATION # C4.2 IMPROVEMENT PLAN r rr T^^" ^ ", , x I ,` y 30 33 739 A z PLAN. ` J. BR ICE C ELEVATION eao AD 1 l z.ss3 AC. I 1 SHEET# C4.3 IMPROVEMENT PLAN a o � - -i �'" o � I I- - � w �/ �' (BLOCKING) E��?--E�I+PP�4EPd��d C5.0 EROSION CONTROL PLAN a(2&} REFLEeTEB �}NG PL c N 3 g A r> ow I F- a C 0 LTO N LEVATION # C5.1 EROSION CONTROL PLAN arm L 29 ,I JO m a .," w WOOD MEMBER (CONTINUOUS, C5.2 BEST MANAGEMENT PRACTICESz&3 {��LE��E} }�,}}CL�� p� �' ! l� t I II C-38273 C6.0 CONSTRUCTION DETAILS NOMINAL SIZE INDICATED) ETAIL# Q PCL. 3 ;s I I w :;�:< SHEET# INTERIOR ELEVATION C6.1 CONSTRUCTION DETAILS )(382 �00418 S � IR I - z 30 SEP 2021 ~ PCL. 2 + II ''25 ''' S, RENEWAL Q LANDSCAPE �481 $ET;�s-51'EE L - - - _ MT- - - - - J $ % �x DATE �� - - - - - PLYWOOD L-1 CONSTRUCTION PLAN a( L „20R seT•'s 20,3-Ian oe.119"OU / 06 J T ;4/ ELEVATION ... 1291.24 ... °' u,u F OF CAS-CFO L-2 CONSTRUCTION PLAN )(493 $ET,,A,ILS FRE)HT Y A,bb ST�4-s,�� sos L 3 CONSTRUCTION PLAN = N. LN. WES OD OAKS...UN.5...1R. 1867 J� w R.o.S. 216/4 L-4 CONSTRUCTION DETAILS 4E58i - - - - -- - -- _� 0 aac>"-a1°`m' GYPSUM WALL BOARD SECTION NAME*-NAME ROOM L-5 CONSTRUCTION DETAILS .0 IDENTIFICATION L-6 CONSTRUCTION DETAILS s e 11 1O �# I PROJECT NO: 1587-7 L-7 PLANTING SOILS PLAN AS E) eeYER PAGE0 8 � �� L-8 PLANTING SOILS PLAN PROJECT SCALE: AS NOTED L-9 PLANTING SOILS PLAN m MMETAL (STEEL OR IRON) # INDICATES "Is i. �� { tai � DRAWN BY: ES WINDOW TYPE FIRE DEPARTMENT NOTES L-1 I IRRIGATION PLAN k''° L 11 IRRIGATION PLAN L-12 IRRIGATION PLAN SITE �"R��`" ' � , LAWRENCE E.STONE-ASSESSOR -FLE)E)R PLANS a PRUNERIDGE AVE. cal mn rap 08&T�Codanwit e.Sm may. REVIEWED BY: L-13 IRRIGATION DETAILS Effaill Wda R a r.cotes,San�z 9fRIGID INSULATION BOARD OR TILE OPENING INDICATES WINDOW 1. APPROVED ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTAGE AND SHALL CONTRAST L-14 IRRIGATION DETAILS "Is 4 ELE�'�R Pb"S �- Effwtiva Ral Yaw 1010-2D20 OPENING NUMBER WITH THEIR BACKGROUND. L-15 TREE&GROUNDCOVER PLAN APPROVED BY: 4. VICINITY MAP 2. PROVIDE AN EMERGENCY TELEPHONE ON THE JOB PRIOR TO ANY CONSTRUCTION. L-16 TREE&GROUNDCOVER PLAN L-17 TREE&GROUNDCOVER PLAN 3. A MINIMUM NUMBER SETS OF DRAWINGS APPROVED BY THE CITY FIRE DEPARTMENT SHALL BE SUBMITTED TO L-18 SHRUB PLANTING PLAN "IsBET, __ REVISION CLOUD THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. L-19 SHRUB PLANTING PLAN aO Road East Homestead Road Saa.Yeale 9. _ Easl Homestead Road East Homestead East Homestead RoaO �- _ B- -- _ Cupertino - _ East Homestead Road-e - ' Us;Homestead CalaHaz -" 4. KNOX BOX IS RECOMMENDED FOR BUILDINGS AND REQUIRED FOR ALL FIRE DEPARTMENT ACCESS GATES. L 20 SHRUB PLANTING PLAN ,a11.,,,,,5 R�tlg , seek East Homesteatl . ABBREVIATIONS L-21 PLANTING DETAILS&NOTES 6 RoadB CONTACT LOCAL FIRE DEPARTMENT FOR ADDITIONAL INFORMATION. £my P E pr'_s.'a P. P Ha,n L-22 SPECIFICATIONSeAE LS H + 5. FIRE DEPARTMENT ACCESS ROADWAYS SHALL BE MAINTAINED CLEAR & UNOBSTRUCTED. PROVIDE PROPER L-23 SPECIFICATIONS I = i & AND > GREATER THAN OR EQUAL TO REVISION # DELTA FIRE LANE SIGNAGE AND CURB STRIPING PER THE VEHICLE CODE SECTION 22500.1. CONTACT THE FIRE L-24 SPECIFICATIONS AS cl r^ eER^ryT"III I' P "Is i 8 &EISfa1dEBET74fL5 1 K T i ),) DEPARTMENT FOR FIRE LANE PROGRAM GUIDELINES. L-25 SPECIFICATIONSra t i Im AS 14 STABILIZER BETAILS (4"WALES) COVER SHEET & -= w o 6. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH WILL EXCEED THE � - ,I Forge IllVNmmm�mmm�mnmmy. L ANGLE < LESS THAN OR EQUAL TO FOLD/MATCH LINE � � A QUANTITIES LISTED IN CBC TABLES 3-D AND 3-E. ASS-}7 ? , _ P _ f @ AT ± PLUS OR MINUS 7. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF se sEiSpAe BET �} - P GENERAL NOTES THE CFC CHAPTER 33 AND THE SANTA CLARA COUNTY CENTRAL FIRE PROTECTION DISTRICT SPECIFICATION �2-E3 eGF 4IHG-PEA�d `'.,:' _ F ' `eh'9°� SI-7 CONSTRUCTION SITE FIRE SAFETY). � eGF FRAr,i+HPLAHS A BET;°ES _ 1eralkw, '` - - = e cL CENTER LINE R PROPERTY LINE OR PLATE ( ) GEP4E^" . �T�� .. m ". y v 9. FIRE DEPARTMENT ACCESS TO THE SITE, THE BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE �L PLA�d�A�ELEY s-Z28811� #;' s^ . _ _ - P P P �4 2D ° DEGREES # POUND MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTIONS SHALL BE PLACEDBETA AesS ** " T"""' ^�T" Z'68++� _ _ P P F �Tml NEAR FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS, OR FIRE SPRINKLER CONTROL VALVES IN A MANNER 65.1 BET;4 f5 Z " - - - -= d9eq�e'`o \ D iY, 9 wm_m,-mm _mmmm,F m A DELTA THAT WOULD PREVENT SUCH EQUIPMENT FROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH et°rly 2 a CFC 505.5.4. aetoPto „ Carly ie avenue [Wolfe)n� / L- o y 1 } O A A CAI I A A I I�A I v u Q DIAMETER 10. AT ANY TIME THAT THE FIRE SPRINKLER SYSTEM AND/OR FIRE DETECTION AND ALARM SYSTEM IS IMPAIRED,A T° -= = - P R O J5 CT ME).% ee'�ERS'IE E Y-MBel:LEGEND ntl4tl� / SHasta D, i FIRE WATCH SHALL BE PROVIDED.THE SYSTEM SHALL BE TAGGED, AND A CORRESPONDING IMPAIRMENT ' w 4 a f rL FLOWLINE PROGRAM SHALL BE PROVIDED FOR THE FIRE PROTECTION SYSTEM, IN ACCORDANCE WITH CFC CHAPTER 9. �'��} ter` '� d r5h9�2 E• Im. T he Hamptons SITE 11. THE INTEGRITY OF FIRE-RATED CONSTRUCTION SHALL BE MAINTAINED, IN ACCORDANCE WITH CFC AND CBC 'e_',lY Hlusdale Court! CHAPTER 7. Re[eptmn runerldgenvenue ,z ra�taul Rom- _ _ d 12. FREE AND UNOBSTRUCTED EGRESS SHALL BE MAINTAINED AT ALL MEANS OF EGRESS, EXIT ACCESS ROUTES, 1STNE)RTIEAST .� \ 4 tj AND EXITS.THIS SHALL APPLY TO THE ENTIRE BUILDING, REGARDLESS OF THE SCOPE OF WORK. Mi.8i IS WEST o PryoM- A....- _R_ - CLIENT PROJECT NO. TBD 170mmunityDevelo men ARCHITECT: p T PEn 1REMOVAL SCHEDULE GENERAL NOTES KEY NOTES LEGEND FEE Planning Division—Cupertino CUPERTINO APPROVE 1. WALKS AND SIDEWALKS SHALL BE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY (E) ENTRY PATIO, INCLUDES CONCRETE RETAINING WALLS, PRECAST CONCRETE PAVERS, — - - — PROPERTY LINE Case# A ASA-2021-0 2, O ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. E] (E) ACCESSIBLE ENTRANCE TO OTHER PHASE OF PROJECT. 20 CONCRETE STAIRS, CONCRETE RAMP, GUARDRAILS, AND HANDRAIL. Approval Ai! SPECIES: LONDON PLANE 2. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. ❑2 (E) BUILDING. 21 (E) ACCESSIBLE VAN STALL. �j��E US' OUTHERN i \ LTV �AI . PLATANUS x ACERIFOLIA 3. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH THE (E) LANDSCAPE AND TREE TO REMAIN. Approval �I ' I 2 TRUNK DIAMETER: 4" PROVISIONS FOR PEDESTRIANS RAMPS. 3 (E) DRIVEWAY ENTRY. 22 REMOVE (E) ASPHALT,S.C.D. Signature(-Al FnR �I A ��a ;<^ r �ti 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN � 11 TRUNK DIAN�VEP`T' �® habitec _ LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THEN 1:2 EXCEPT THAT LEVEL CHANGES � (E) PARKING STALLS. 23 (E) SOLID WOOD FENCE±6'-0"TALL TO REMAIN. SEE"SOUTH FENCE PHOTO"ON SHEET Al.2.1. NOT EXCEEDING 1/2 INCH NOT BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE r — — — 1 architecture and interior design NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. (E) ACCESSIBLE PARKING STALLS. + 2290 North First Street#304,San Jose,CA 95131 5. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION. 24 (E) HEDGE_b'-0"TALL TO REMAIN.SEE"EAST FENCE AND HEDGE PHOTO"ON SHEET Al.2.1. I I (E) LANDSCAPE AND TREE TO BE REMOVED. P 408.977.0606-F 408.298.4245 www.habitec.com t x � ys _ 6. ALL DAMAGED OR DETERIORATE FIRE LANE MARKING SHALL BE RE-STRIPED (E) ELECTRIC VEHICLE PARKING STALLS. + I ��I�� A 25 (E) METAL FENCE AND HEDGE_6'-0"TALL TO REMAIN. SEE"WEST HEDGE AND FENCE PHOTO"ON SHEET A1.2.1. 7. ALL CURBS WHICH OUTLINE THE FIRE LANE SHALL BE PAINTED RED WITH WHITE LETTERING READING"NO L' — — — J PARKING- FIRE LANE".THE TEXT SHALL BE FOUR INCHES TALL AND SHALL BE PLACED EVERY 30 FEET OR PORTION a (E) ACCESSIBLE CURB RAMP (MAX 8.33%SLOPE). q THEREOF, ON TOP OF DESIGNATED CURBING. F t" 8. ACCESSIBLE ROUTE, OTHER THAN RAMPS, SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 AND A MAXIMUM g (E) ACCESSIBLE PARKING SIGN. SPECIES: VELVET ASH SPECIES:SOUTHERN LIVE , CROSS-SLOPE OF 1:48. (E) PARKING SPACE AND STRIPED LOADING AISLE TO BE REMOVED. PROJECT INFO: (AKA MODESTO ASH) OAK, QUERCUS t ' a: FRAXINUS VELUTINA VIRGINIANA, NOT A �R51 `` ' a (E) SITE ACCESSIBLE TOW-AWAY SIGN. i TRUNK DIAMETER: 13" ; _ CALIFORNIA NATIVE. � ' � PARKING TABULATION ��1 J n TRUNK DIAMETER: 5" 10 (E) ACCESSIBLE WALK. PARKING EXISTING,TO EXISTING,TO EXISTING, TO EXISTING, NEW PROPOSED, 1 1 NOT USED FG01 STALL TYPE BE DEMO'D REMAIN BE RELOCATED TOTAL TOTAL PHASE 2 - — — _ 12 (E) LANDSCAPING. = STANDARD 2 151 128 281 279 A 13 (E) TRASH ENCLOSURE. 18922 FORGE DRIVE CUPERTINO CA 95014 ACCESSIBLE 4 1 5 1 6 14 REMOVE (E) CONCRETE CURB AND PAVING,SEE CIVIL DRAWINGS. SPECIES: JAPANESE may` SPECIES: COAST ' RED MAPLE I REDWOOD, SEQUOIA VAN ACCESS. 1 1 1 2 ACER PALMATUM SEMPERVIRENS. 15 REMOVE (E) LANDSCAPING, SEE LANDSCAPE DRAWINGS. TRUNK DIAMETER:4" TRUNK DIAMETER:36" - sir,= E.V. CHARGING 6 6 6 1 b REMOVE (E) PARKING SPACES, S.C.D. ' •` STANDARD 0 1 1 17 REMOVE (E) TREE,S.L.D. CLIENT: ACCESS E.V.C. VAN ACCESS 0 1 1 18 REMOVE (E) FENCEM S.L.D. a► E.V.C. TOTAL 95 19 REMOVE (E) CANOPY / I 11A 7/_� A -:! 11 -- - - - 7/�_ A 7 A�/ I > < El23 7 24 I A1. I A F T B C D E G H J L M N O P Q R S - 22 14 17 15 C'1 14 19 18 E 15 14 14 17 15 9 ® �a"ona"� I T- T I T- T —I— —I——— —— ® I I I I I I ----- -- — _ r \T-/ I // \\ / I I I I I �\ /TI- ❑ I. 12 T / \ f' 16 I I I I I II 16 II � � I �� — — f` 1 _ 0 15 — — — — — — — — - - - - I 7 II I ® F II II — — — — — — — — - - - - - - - - - - II I II L NO. DESCRIPTION: DATE: ' II — — — — — — — — — — — — — — — — — — INITIAL CITY SUBMITTAL 12/16/2019 10 z II — — — — — — — — — — III 1 COMMENT RESPONSES 06/22/2020 w ' II LULU co II 16 16 � o Q 1 II — — — — — — — — — 2 DESIGN CHANGES 06/22/2020 4 — � w Q R � 04 II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18920 FORGE DRIVE z Z 18922 FORGE DRIVE EXISTING BUILDING AREA, INTERIOR............................................................... ±88,854 SF (BOTH PHASES COMBINED) II 3 DESIGN CHANGES 07/24/2020 � o Z Q ' PROPOSED AREA INCREASE, NON-OCCUPIABLE STORAGE MEZZANINE... 612 SF II NOT IN SCOPE OF WORK. REFER TO PERMIT BLD-2019-1 123. : PROPOSED TOTAL NEW INTERIOR AREA......................................................... ±89,466 SF (BOTH PHASES COMBINED) I — — — — — — — — w N 4 DESIGN CHANGES 11/06/2020 N ' TYPE OF OCCUPANCY..................................................... B (OFFICE AND NON-HAZARDOUS LAB) w Q — — — — — — — — - - - - - - - - - - � � 1 5 RESUBMITTAL 12/11/2020 LL ' S.1 - - — — — — — — — — — — — — — — II 6 PLANNING APPLICATION 01/29/2021 II — — — — — — — — - - - - - - - - - - 6 � II r I 7 DESIGN CHANGES 03/08/2021 w I 14 II� - - — - - - - — - - 23 5 o I 2 ' 2 �I 15 8 RESUBMITTAL 03/08/2021 I I I A1.4 � ( 12 � ' I II - - - - - - - - - O� �I 9 COMMENT RESPONSES 03/26/2021 '_ I - - - - - - - - - - - - - - - - - - 7L 10 - - - - - - - - - - - - - - - - - - 10 COMMENT RESPONSES 06/29/2021 II — — — — — — — — — — II 11 PLANNING RESPONSES 09/01/2021 - - - - - - - - - - - - — — — — - - - - - - - - - - I I I I I I I I II I II — — — — — — — — — — — — — — — — — — 9 — — — r — II zII - - — - - - - — - - LU 3 0 ' J SEp gRCLU co Q Uj v J. BRICE N — — — — — 9.2 - - - - - - - - - - II COLTON to — — o — —_- - - - - - - 10 — Q II II C-38273 w w 30 SEP 2021 II kP RENEWAL Q' LU = II �9T DATE — — — — — — — — — — — — — — — — — — FOF CAL�F� II 1_1 I II II � II I I 15 8 8 8 8 II — — — — — — — — II 0 A PROJECT NO: 1587-7 it — — — — — — — — — — — — — — — — — — SCALE: II DRAWN BY: LIFI . . . . I 12 I 12 o 0 o II I I I II II I APPROVED BY: II I O0 I 0°00. 0 , E ECTRIC E ECTI IC ELECTRIC ELECTRIC ELECTRIC E ECTRIC Op�O B �% \ ILL J0.02060100 L VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE VEHICLE ° °I CHARGIN CHARI NG CHARGING SAT ON CHARGING CHARGING HARGI O O — ARIO ®NO NO PARKI G ® 7 C.1 21 7 10 15 14 15 18 15 17 a9 14 17 15 B C D E G H J K L M N O P R O A F T Y_ DEMO SITE PLAN I I I 25 I I _ �I 10 00 - 0 10' 20' 30' 40' � 60' 1"= 20'-0" DEMO SITE PLAN AND ROOF PLAN 4 CLIENT PROJECT NO. TBD rGENERAL NOTES PARKING TABULATION LOT COVERAGE ANALYSIS KEY NOTES LEGEND ARCHITECT: Community Development Depa Planning Division—Cupertino 10 rture CUPERTINO APPROVED — PROPERTY LINE Case# 1. WALKA§ffi�b�f)/6.KS SHALL BE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY PER 2016 CBC TABLE 1 1 B-208.2,THE PARKING PROVIDED MUST INCLUDE A MINIMUM OF 7 ACCESSIBLE STALLS. (E) ACCESSIBLE ENTRANCE TO OTHER PHASE OF 17 (N) FENCE,S.L.D. 31 (N) 3' CONCRETE APRON AROUND BUILDING TO — - - DING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. EXISTING NEW1:1 PROJECT. DIVERT WATER AWAY FROM FOUNDATION. ACCESSIBLE PATH OF TRAVEL 2. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. PROPOSED LONG-TERM BICYCLE PARKING SPACES: 20 ❑ (N) ENTRY PATIO, CONFORM TO (E) FINISH FLOOR ❑ ApprovaITio,�1yHA,�lr THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH THE PROPOSED SHORT-TERM BICYCLE PARKING SPACES: 16 2 (E) BUILDING. AT (N) DOOR. INCLUDES THE FOLLOWING (N) 32 (N) WASTEWATER HOLDING TANK. Approval aw tIV TOTAL SITE AREA ±252,779 S.F. (5.803 ACRES) ±252,779 S.F. (5.803 ACRES) (�R PS. 18 FEATURES: CAST-IN-PLACE CONCRETE FLATWORK, Signature r ric „�rrPQ9. -1_ ❑3 (E) DRIVEWAY ENTRY. PRECAST CONCRETE PAVERS, AND CONCRETE 33 (N) ACCESSIBLE SECONDARY ENTRY/EXIT. (N) PRECAST CONCRETE PAVERS. 4' a, Nn.2L_ '� ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES N habitec LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THEN 1:2 EXCEPT THAT LEVEL CHANGES PARKING EXISTING,TO EXISTING,TO EXISTING, TO EXISTING, NEW PROPOSED, TOTAL IMPERVIOUS AREA ±208,889 S.F. ±211,077 S.F. RETAINING WALLS. NOT EXCEEDING 1/2 INCH NOT BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE STALL TYPE BE DEMO'D REMAIN BE RELOCATED TOTAL TOTAL ❑4 (E) PARKING STALLS. 34 (N) ACCESSIBLE EXIT ONLY. 19 (N) DECORATIVE CLADDING ON (E) WALL. architecture and interior design NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. ROOF AREA ±94,734 S.F. ±94,458 S.F. 2290 North First Street#304,San Jose,CA 95131 5. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION. STANDARD 2 151 128 281 279 1fl (E) ACCESSIBLE PARKING STALLS, SEE DETAIL 8/Ao.2 20 (N) GATES IN PATIO FENCE SHALL BE ACCESSIBLE (N) CONCRETE PAVING AND CURB(N) WALL WITH (N) PAINTED STUCCO. (E) ACCESSIBLE EXIT ONLY. P 408.977.0606-F 408.298.4245 35 6. ALL DAMAGED OR DETERIORATE FIRE LANE MARKING SHALL BE RE-STRIPED ROOF LOT COVERAGE 37% 37% FINISH SHALL MATCH THE (E) BUILDING. www.habitec.com . ACCESSIBLE 4 1 5 1 6 7. ALL CURBS WHICH OUTLINE THE FIRE LANE SHALL BE PAINTED RED WITH WHITE LETTERING READING"NO ❑b (E) ELECTRIC VEHICLE PARKING STALLS. ENTRIES/EXITS AND SHALL COMPLY WITH ACCESSIBILITY PARKING- FIRE LANE".THE TEXT SHALL BE FOUR INCHES TALL AND SHALL BE PLACED EVERY 30 FEET OR PORTION 21 (N) ACCESSIBLE PARKING STALLS,SEE 8/A0.2. 36 TOTAL PERVIOUS AREA ±36,154 S.F. ±33,966 S.F. DETAILS PROVIDED IN ARCHITECTURAL DRAWINGS. SEE THEREOF, ON TOP OF DESIGNATED CURBING. VAN ACCESS. 1 1 1 2 ❑ (E) ACCESSIBLE CURB RAMP (MAX 8.33%SLOPE), 7 SEE DETAIL 1 1/A0.2 (N) STANDARD PARKING STALLS, S.C.D., LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILS. 8. ACCESSIBLE ROUTE, OTHER THAN RAMPS, SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 AND A MAXIMUM LANDSCAPE AREA ±36,154 S.F. ±32,640 S.F. 22 EACH STALL SHALL PARKING G S x STALLS, 18'- S MINIMUM. PROJECT INFO: CROSS-SLOPE OF 1:48. E.V. 6 6 6 (E) RAISED CURB BETWEEN PEDESTRIAN WALKWAY AND CHARGING ❑8 (E) ACCESSIBLE PARKING SIGN,SEE DETAIL 3/A0.2 ❑ (N) 12'-0"WIDE STRIPED LOADING AISLE, VEHICLE DRIVE AISLE AND/OR PARKING STALL. PERVIOUS PAVING AREA 0 S.F. ± 1,326 S.F. 23 SEE 10/A0.2. 37 CONTRACTOR SHALL VERIFY IN FIELD THAT CURB IS (N) LANDSCAPE,S.L.D. STANDARD U 1 1 ❑ (E) SITE ACCESSIBLE TOW-AWAY SIGN,SEE DETAIL ACCESS E.V.C. APPROXIMATELY 4"TO 6" HIGH. NOTIFY ARCHITECT AND 9 VAN ACCESS 2/A0.2 24 (N) ACCESSIBLE PARKING SIGN,SEE 3/A0.2. CIVIL ENGINEER IF CURB DOES NOT COMPLY. E.V.C. 1 1 LANDSCAPE LOT COVERAGE 14� 13� 10 (E) ACCESSIBLE WALK. 25 (N) ACCESSIBLE ENTRANCE, SEE DETAIL 4/A0.2 CONVERT (E) ACCESSIBLE PARKING STALL INTO (N) FG01 TOTAL 294 295 38 STANDARD ACCESSIBLE ELECTRIC VEHICLE CHARGING 1 1 (E) ACCESSIBLE SIDEWALK. (N) CANOPY OVER DOOR. CANOPY CONSISTS STATION.SEE DETAIL 10/A0.2.1. (E) LANDSCAPE AND TREE. PHASE 2 26 OF STEEL FRAME FASTENED TO CONCRETE WALL CONVERT (E) STANDARD PARKING SPACE INTO (N) 18922 FORGE DRIVE ACCESSIBLE AISLE ALTERNATE MATERIALS 12 (E) LANDSCAPING. COVERED WITH DARK GRAY CANVAS. 39 VAN ACCESSIBLE ELECTRIC VEHICLE CHARGING FIRE ACCESS LANE, MINIMUM 22'-0"WIDE, STATION.SEE DETAIL 15/A0.2.1. C U P E RT I N O, CA 95014 AND METHODS 13 (E) TRASH ENCLOSURE. 27 MINIMUM 42'-0"OUTSIDE RADIUS AT TURNS, (N) SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF MINIMUM 13'-6"CLEAR HEIGHT. ACCESSIBILITY AND THE WORDS"VAN ACCESSIBLE". 14 (N) CONCRETE PAVING, CONFORM TO (E) GRADES 40 (N) TRUNCATED DOME DETECTABLE WARNING AND MAINTAIN ACCESSIBLE SLOPES, S.C.D. 28 (E) ACCESSIBLE VAN STALL SEE 8/A02 THE BOTTOM OF THE SIGN SHALL BE MINIMUM 60" , . . A FORTHCOMING REVISION TO THE 2019 CALIFORNIA BUILDING CODE, WHICH IS EXPECTED TO GO INTO EFFECT ABOVE THE GROUND. ON JULY 1, 2021, WILL ALLOW ACCESSIBLE PARKING SPACES AND ELECTRIC VEHICLE CHARGING STATIONS TO 15 (N) TRUNCATED DOME DETECTABLE WARNING, (E) ENTRY PATIO, INCLUDES CONCRETE RETAINING SHARE AN ACCESSIBLE AISLE. WE WOULD LIKE TO USE ALTERNATE MATERIALS AND METHODS TO APPLY THIS S.C.D. ❑ WALLS, PRECAST CONCRETE PAVERS,STAIRS, CONCRETE RAMP, GUARDRAILS, AND CONCRETE 41 (N) SCCFD-APPROVED KNOX BOX OR KNOX CODE REVISION EARLY TO THE ACCESS AISLE AT GRIDLINE El. PLEASE SEE THE SPECIAL CONDITIONS LIST ON 29 KEY-SWITCH ADJACENT TO DOOR. CLIENT: LOCKING SHEET A0.1 AND A COPY OF THE ALTERNATE MATERIALS AND METHODS APPLICATION ON SHEET A0.2.1. BICYCLE LOCKERS. LOCKERS SHALL HAVE LOCKING DOORS ON BOTH SIDES AND SHALL HAVE HANDRAILS, OTHER PHASE OF PROJECT. 16 WEATHER-RESISTANT TOPS. PROVIDE 20 BICYCLE ❑ S:(:E):FE:N:C:EITOREMAIN. SEE PHOTOS ON SHEET A1.2.1. 30 (N) ACCESSIBLE VAN STALL, SEE DETAIL 8/A0.2 PARKING SPACES BY STACKING LOCKERS. KAISER PERMANENTE PARKING LOT, IN THE CITY OF SANTA CLARA, 11 NOT,IN AREA ;OF WORK �\� IAL 47/n 47/�� AL� i ,, . U U z< Y _ _U LLU IZ 0 E42 12 8 6 31 N 0 0 4 15 A1. Lu A1.3r Al. _ F N N w Ti \ i w o Lu Lu \ 13 / B C D �� 27 E a G H J K L MMMMM N P Q 3f R S i 3 N10 z z \ 17 27 0 \ 3 A1N0 3NO7 ONIOVOI ONIN:JVd NWW / 1 n1No ® ON ® ON ; 17 15 / aNIN2iVd ONI 38 adH A3 23 15 41 22 0 1 1 \ 9 ON i / 1 21 3A E °0000 1 °°°°°° 1 1 00000° 12 10 O 37 l A 1 E O 37 1 1 �0 CTCI L ( 1 1 0 0 0 / p p 5 T1 26 34 34 26 h26 33 24 h15 �24 �24 35 31 1 32 36 1 - 1 E1 OEM* 33 1 26 1 I r 1 1 NEW REAR 3SETBACK NO. DESCRIPTION: DATE: FROM FENCE EEO 3 — - / , - INITIAL CITY SUBMITTAL 12/16/2019 15 3.1 I 10 1 I z ■ I 0 II 1 COMMENT RESPONSES 06/22/2020 w LU Q 2 DESIGN CHANGES 06/22/2020 4 J w Q N 8 I I ■ EXISTING BUILDING AREA, INTERIOR............................................................... ±88,854 SF (BOTH PHASES COMBINED) I 3 DESIGN CHANGES 07/24/2020 18920 FORGE DRIVE z 18922 FORGE DRIVE PROPOSED AREA INCREASE, NON-OCCUPIABLE STORAGE MEZZANINE... 612 SF NOT IN SCOPE OF WORK. REFER TO PERMIT BLD-2019-1 123. PROPOSED TOTAL NEW INTERIOR AREA......................................................... ±89,466 SF (BOTH PHASES COMBINED) 22 4 DESIGN HAN E 11 2 2 o N TYPE OF OCCUPANCY.................................................................................... B (OFFICE AND NON-HAZARDOUS LAB) CHANGES S /O6/ O O w Q 5 5 RESUBMITTAL 12/11/2020 w l ■ 0 5.1 III V �I 11 I W Q 6 PLANNING APPLICATION 01/29/2021 J � W 41 j 42 U 0 Q 6 33 Z 15 22 22 22 - Q 7 DESIGN CHANGES 03/08/2021 50'' Z W FRONT SETBACK d 34 Z 0 6 a- I �2 ■ ❑2 26 - II> V) Q 8 RESUBMITTAL 03/08/2021 A 1.4 Q J_ L.L W 14 LL 1 1 2 204'S' - I` O Q 7 — �xisriN REAR SET Q 9 COMMENT RESPONSES 03/26/2021 0 U z 10 O 22 26'-T 18'-0" 27-9" 18'-0" 18'-0" 33'-3" J U 10 COMMENT RESPONSES 06/29/2021 W 18'-0" 7.2 I Z_ T O (D - - - � I III Z 01 11 PLANNING RESPONSES 09/01/2021 ILL. 8 , — — 34 Za 15 I I I I I I I I I I I w w 0 USED AIR? 1 m w ■ Fc� I N J. BRICE 3 N COLTON 10 I z z II C-38273 � Q 11 Q N 16 A113 SEP SPECIFIC ENLARGED PLAN 22 2 a„ 3RENEWALI Uj = A 1.3 9 TYP. ACCESSIBILITY DETAIL 0 1 1 >' DATE �Q 0.2. 9TF OF CAL�F�� U 8 8 8 8 16 go oil PROJECT NO: 1587-7 1 I 34 1 31 SCALE: 19 ; 25 ; D RAW N BY: 12 20 0 12 REVIEWED BY: o 0 5 1 1 1 o 0 0 o APPROVED BY: 1 1 Oi 0 ❑6 1 1 I a 1 1 4A I O8 - 1 O ELECTRIC ELECTRIC ELECTRIC ELECTRIC ELECTI ELECTRIC/ O ° ' VEHICLE VEHICLE VEHICLE VEHICLE G NG CHAR NG CHARGING HRGING GHTHAR� CHMGNG 1014 s STATION Ts VAN 1 / srnnoN 27 NO 0 0.. ® AW4N ® PA RKI G kill- o I ❑3 9 14 I 27 N I D 15 E ' l 0 14 H 15 J K 13 B C NEW SITE PLAN WifO' 11N0 I ' ON ONIOJVHO A3 ' 8 ^CID _ N �� ova 11 ,\ N F 7 1 1� A1.5 It 0 L� 042 15 O 1 1 z O w 11 0 1 39 1 z X Go 1 - - - - - 0.2. TYP.ACCESSIBILI AIL — - \<j3/ 40 12 10900 NORTH TANTAU AVENUE, 0 10' 20' M 40' 60' SPECIFIC ENLARGED PLAN NOT IN AREA OF WORK 1 20'-0" NEW SITE PLAN AND ROOF PLAN 2 CLIENT PROJECT NO. TBD • �y�^ -„'�►•Ti-,.--�*�'`:. ✓f 'i E;,.�' `'r�.. .�':� �1" y��' �,,� ) 'fT) - UVA y i i•.. w. f��..� : ,�:- �1rr •t" �= - �!`� }% I, •�� a '�','+r�:, ,r• .. `v ! 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IIIII�IIIII�IIIII�IIIII� I III - 1. 1 1 i n. . IF mono Community Development Department ARCHITECT: Planni g Division—Cupertino _ 11-21 �- LEGEND CUPERTINO APPROVED 1 — _ _ Case# SA-2021-002, — PROPERTY LINE A > ■ ■ ACCESSIBLE PATH OF TRAVEL Approval Body: Admin Hearing Approval Date 11/01/21 Signature Erick Serrano (N) PRECAST CONCRETE PAVERS. (E) LANDSCAPE AND TREE. Case Manager habitec architecture and interior design 2290 North First Street#304,San Jose,CA 95131 nF P 408.977.0606-F 408.298.4245 www.habitec.com (N) CONCRETE PAVING AND CURB. (N) LANDSCAPE,S.L.D. _ 281 '-O" W J N Q W E G H K L O P� PROJECT INFO: (N) CONCRETE PAVING BY OTHERS.AT THE TIME OF WRITING,THIS WORK IS SUBMITTED TO THE CITY �� I� �� 1� �� BY OTHERS FOR PERMIT, BUT NOT YET UNDER CONSTRUCTION. _Orr 22,-011 + 3 8 +21 -73/g ±21 -73/g ±21 -73/g ±21 -6�/g ±21 -7�/g ±21 -73/g ±21 -73/8 ±21 -7%_21 -7/ 7 -0 ♦ 92'-3 1/2" 9'-01, 8'-0" 9'-0" 9'-3" 5'-0" 9'-01, 9'-3" 9'-3" 8'-10" F G 0 1 ' 7'-0" 12'-0" PHASE 2 1 A NO BNOZ ONICIVOI ONIN1 ] 'd NINl JV KEY NOTES 18922 FORGE DRIVE 1 1 FT ON M ON JNI>Q:I 'd A-INO CUPERTINO, CA 95014 ON NIO J`dHO A3 I 1❑ (E) CONCRETE WALL TO REMAIN. 0 0 0 0 0 ❑ (N) FURRING, SHEATHING, AND STUCCO ON (E) STRUCTURE AND FOUNDATION. 1 1 4 12 000000 0 2 SEE WALL TYPE 1 ON SHEET Ao.5 AND SEE DETAILS 17 AND 18/A5.7. 00000 0 0 0 0 0 0 (N) PRECAST CONCRETE PAVERS, SET ON A BED OF SAND OVER A SUB-GRADE SLAB OVER GRAVEL o ° o°o o° ° ' � 0 0 0 0 0 0 1A OVER COMPACTED EARTH. °°o ° ° °°o o ° ° CLIENT: 00p°°o°o o°° °o° °� °ao o°o° o° ❑4 (N) TRUNCATED DOME DETECTABLE WARNING. REFER TO DETAIL 10/Ao.2 1 1 0 0 14 1 1 1 1 1 1. ° ° ❑5 (N) CONCRETE SLAB-ON-GRADE OVER GRAVEL OVER COMPACTED EARTH. 8 0"° 13 6 (N) LANDSCAPING, S.L.D. ° °°°°° ° ° °oo°oo°pOpOO °° °oo° (") o 0 o I r ° o , 13, 13 0 7 N CONCRETE RETAINING WALL, SEE 1 1/A8.6. M V ( ) .a 0 0 0 1 5'-0" 14'-0" 9'-6" �8 (N) BICYCLE STORAGE LOCKERS. 10 (N) FENCE AND GATE, S.L.D.AND ELEVATION 2/A8.6.ALL GATES SHALL COMPLY WITH EGRESS AND TYP. ACCESSIBILITY DETAIL ACCESSIBILITY CODES AND SHALL INCLUDE KICK PLATES AND PANIC HARDWARE. � 0.2. 10 (N) GRAVEL OR DECOMPOSED GRANITE GROUNDCOVER, S.L.D. 1 1 (N) CANOPY OVER DOOR,SEE ELEVATION 8/A1.4 AND DETAIL 3/A8.6. 12 (N) PARKING STALL WITH STRIPING AND WHEEL STOP. REFER TO DETAIL 8/A0.2 (N) ACCESSIBLE PARKING SPACE WALL-MOUNTED IDENTIFICATION SIGN. REFER TO DETAIL 3/A0.2 14 (N) CONTINUOUS TRUNCATED DOME DETECTABLE WARNING. REFER TO DETAIL 10/Ao.2 I I I I I I I I I (N) WASTEWATER HOLDING TANK. THIS TANK WILL HOLD WASTEWATER THAT IS NOT SUITABLE FOR DISCHARGE 15 INTO THE SEWER SYSTEM, BUT IS ALSO NON-HAZARDOUS.THIS TANK WILL BE CUSTOM-BUILT TO APPROXIMATELY 84"W x 126"L x 96"T. WEIGHT WHEN FULL WILL BE APPROXIMATELY 30,000 POUNDS.TANK WILL BE ANCHORED TO CONCRETE SLAB AT 8 TO 10 POINTS. FINAL TANK DESIGN WILL BE A DEFERRED SUBMITTAL. 16 (N) WASTEWATER PUMP-OUT CONNECTION. HAUL-OFF TRUCK WILL USE THIS CONNECTION TO EMPTY TANK. 9 CONVERT (E) PARKING STALL INTO (N) VAN-ACCESSIBLE E.V. CHARGING STATION.SEE DETAIL 15/A0.2.1 FO 17 ADDITIONAL INFORMATION. 18 (N) STRIPED LOADING AISLE AND ACCESSIBLE PATH OF TRAVEL. 19 (N) CONCRETE CURB. 20 CONCRETE BENCH, SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILS AND EXACT DIMENSIONS. 21 WHEELCHAIR SPACE. MINIMUM CLEARANCE 30"WIDE AND 48"LONG.WHEEL SPACE UNDER TABLES SHALL COMPLY WITH DETAIL 16/Ao.2.1. 0 2' 4' 8' 16' 24' 1 8 1 '-0" 22 (N) FURNITURE. WHERE WHEELCHAIR SPACES ARE SHOWN AT TABLES,TABLE LEGS SHALL NOT IMPEDE THE FLOOR, KNEE, OR TOE SPACE SHOWN IN DETAILS 2 AND 16/A0.2.1. NO. DESCRIPTION: DATE: 23 MAINTAIN CLEAR AISLES MINIMUM 44"WIDE TO EGRESS GATES. 1/8"= 1'-0" NEW REAR ENTRY 6 9 - BACKGROUNDS 09/11/2019 - DD PROGRESS 09/27/2019 9 T DD ISSUED FOR REVIEW 10/18/2019 LLL 12'-0" 5'-011 MIN• - INITIAL CITY SUBMITTAL 12/16/2019 \L o Z - (.l R S 1 COMMENT RESPONSES 06/22/2020 3 3 3 ±21 -7/g ±2 -7/g ±21 -7/g 2 DESIGN CHANGES 06/22/2020 8 o i - a0 3 DESIGN CHANGES 07/24/2020 N-0" CD — MIN. RIC ELECTRI ELECTRIC 4 DESIGN CHANGES 11/06/2020 q LE VEHICL VEHICLE 5 9 4 9 9 NG CHARGIN CHARGING \ ±33'-6',S.L.D. ±4'-0" ±6'-0" 5 RESUBMITTAL 12/11/2020 ON STATION STATION LO S.L.D. S.L.D. 0 6 PLANNING APPLICATION 01/29/2021 19 6 4 18 o F 81 20 r� DX4a 2 1 4'-0° 10'-6" 4'-0" °° ° 3 7 DESIGN CHANGES 03/08/2021 22 22 22 21 0 0 a 21 -M o a -' �, 22 3' 10„ + N 8 RESUBMITTAL 03/08/2021 +21 _73 +21 _73 /$ /$ 21 - Q o0 O P Q : m. 9 COMMENT RESPONSES 03/26/2021 o ° : e= saeJ 1/811 - 1' 011 T 1 — - 1 1 1 1 I + 9 � / 0 2 4 8 16 24 19'-6" 2'-1" 16 15 2-6 1/8"= 1'-0" NEW ACCESSIBLE PATHa 22 ��SED aRcy,� > > 1 P21 a .G Fc AT EXISTING E.V. CHARGING STATION a • a p J. BRICE COLTON J C-38273 +, 2 3RENEWALI DATE ❑� a \�F-CAL • 7 cy) a a LL LL - 23 22 . � 5 CN . • a � PROJECT N 1587 7 .a ° <P•:. • • '°o°°o°°°°o°°°oo 000°oo° o°°oo°O°°o°°°a°°°°° ° ° o.,... .a SCALE: ° ° ° ° ° °o . . a ° ,. a . a, •. . � .. • . •• : o° °°o°o °� °,'` o`oo og°goo°o oo°°o° 3 � 3 �� 3 �r � 3 �r � DRAWN BY: .. . . 21 REVIEWED BY: 22r_0„ ±21 -7/g ±21 -7/g ±21 -7/g ±21 -7/g — - s'-o"nnw. APPROVED BY: N1�1W A-I N O ON JNIJ2�VHO n Z a ° ° o o°p o °oo°°° 00 4 0 0000a 18 19 17 ° q ° F I 5'-0" 12'-0" '2 ENLARGED SITE PLANS 01 MIN.10 MIN. — — — r — — — 3. 1 .40 1 /811 — 1 '-011 1/81I = 1 1-011 1/8'' = 1 1-0" 0 2' 4' 8' 16' 24' 0 2' 4' 8' 16' 24' TV[ 0 2' 4' 8' 16' 24' 1/8"= 1'-0" NEW FRONT ENTRY 16 1/8"= 1'-10" NEW VAN ACCESSIBLE 12 1/8"= 1'-01, NEW BREAK AREA PATIO 4 E.V. CHARGING STATION AND WASTEWATER HOLDING TANK ENCLOSURE CLIENT PROJECT NO. TBD 9 Community Development Department KEYNOTES ARCHITECT: 11-21 Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2021-002, 1❑ REMOVE (E) EXTERIOR WINDOW A > Approval Body: Admin Hearing a REMOVE (E) EXTERIOR DOOR Approval Date 11/01/21 ri h Signature Erick Serrano INFILL (E) OPENINGS WITH (N) WALL FINISH WITH STUCCO, PAINT AND TEXTURE TO MATCH (E) Case Manager ADJACENT WALL habitec (N) FEATURE WALL AT MAIN ENTRY architecture and interior design 2290 North First Street#304,San Jose,CA 95131 (N) SKYLIGHT, SEE ROOF PLAN P 408.977.0606-F 408.298.4245 www.habitec.com 12 1 9 2 10 3 3.1 4 5 5.1 6 13 7 7.2 8 9 9.2 10 11 12 6 (N) EXTERIOR LIGHT FIXTURE ❑7 (N) EXTERIOR DOOR, SEE DOOR SCHEDULE PROJECT INFO: TO PARAPET PHASE 2 ❑8 (N) FENCE AROUND (N) EXTERIOR PATIO - - - - - - - - - - - - - - - - - - - - - - - - - — — ±2U-0 L — — — (E) CONCRETE WALL TO REMAIN _ _ T O PARAPET PHASE 1 n �I 13-0" 10 (E) PARAPET CLAD WITH WOOD SIDING TO REMAIN F G 01 fl I 1 1 (E) WINDOW TO REMAIN PHASE 2 FINISH FLOOR n 18922 FORGE DRIVE 0'0" 12 REMOVE (E) CANOPY 13 (E) EQUIPMENT WELL BEHIND PARAPET TO REMAIN C U P E RT I N O, CA 95014 11 TYP 14 (N) CANOPY,SEE DETAIL 3/A8 6 15 (N) FENCE AROUND WASTEWATER HOLDING TANKS r CLIENT: SCALE- 1/16"=1'-0" EXTERIOR ELEVATION 5 NORTH, DEMO 8 15 14 T 2 3 3.1 4 5 5 5.1 6 7 7.2 8 9 5 9.2 10 11 12 4 4 TO PARAPET PHASE 2 n - - - - - - +21'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TO PARAPET PHASE 1 n 13'-0" I I I I FINISH FLOOR n 0'-0" NO. DESCRIPTION: DATE: SCALE 1/16"=1'-0" F EXTERIOR ELEVATION L - BACKGROUNDS 09/11/2019 NORTH, NEW C7 - DD PROGRESS 09/27/2019 - DD ISSUED FOR REVIEW 10/18/2019 - INITIAL CITY SUBMITTAL 12/16/2019 1 COMMENT RESPONSES 06/22/2020 2 DESIGN CHANGES 06/22/2020 T T R O P O N M L K J T T F T D T T B T 3 DESIGN CHANGES 07/24/2020 13 13 12 9 10 4 DESIGN CHANGES 11/06/2020 T O PARAPET PHASE — — — — — — — — — — 2 _ _ — -----------F----------- , — — — — — — — — — — — — — — — — — — — +2 5 RESU BM ITTAL 12/11/2020 — — — — L - - - - - - - - - - - J L- - i - - - - — — — — — — — To PARAPET PHASE 6 PLANNING APPLICATION 01/29/2021 f I I I I I I I I I I I I I I I I 7 DESIGN CHANGES 02/12/2021 L � p L H L III L L FINISH FLOOR 11 TYP 11 TYP 1 1 11 TYP 11 TYP 2 2 SCALE- 1/16"= 1'-0" EXTERIOR ELEVATION 7 v��SED ARcy�'F�� EAST, DEMO J. BRI COLTON C-38273 30 SEP 2021 RENEWAL s> DATE �Q 9TF OF CAL�F�� PROJECT NO: 1587-7 SCALE: DRAWN BY: T S R O P O N M L K J H G F E D C.1 C B A REVIEWED BY: 14 5 14 14 14 5 APPROVED BY: T O PARAPET PHASE 2 - - - - - - - - — — — — — — — ±21'-0-0" 1 TO PARAPET PHASE 1 13W 1 F7 I I I I I I I I I I FINIS" FLOOR EXTERIOR ELEVATIONS 8 6 6 6 15 �7 1 7 7 El 7 1 A SCALE- 1/16"= 1'-0" EXTERIOR ELEVATION $ EAST, N EW ■ CLIENT PROJECT NO. TBD Community Development Department KEYNOTES ARCHITECT: 11-21 Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2021-002, 1❑ REMOVE (E) EXTERIOR WINDOW A > Approval Body: Admin Hearing a REMOVE THE SHADED PORTION OF THE (E) CONCRETE WALL SEE STRUCTURAL DRAWINGS Approval Date 11/01/21 ri h Signature Erick Serrano (N) EXTERIOR WINDOW, MATCH APPEARANCE OF (E) ADJACENT WINDOWS Case Manager habitec (N) CONCRETE RETAINING WALL architecture and interior design 2290 North First Street#304,San Jose,CA 95131 REMODEL (E) DINING PATIO INTO (N) ENTRY PATIO P 408.977.0606-F 408.298.4245 www.habitec.com ❑6 (N) FEATURE WALL AT MAIN ENTRY 11 ❑7 (E) CONCRETE WALL TO REMAIN PROJECT INFO: a (E) PARAPET CLAD WITH WOOD SIDING TO REMAIN ❑9 (E) WINDOW TO REMAIN 10 (E) EQUIPMENT WELL BEHIND PARAPET TO REMAIN FG01 1 +21'-0" 1 1 (N) SKYLIGHT, SEE ROOF PLAN PHASE 2 � �' - - - - - - - - - - - - - - - -- 18922 FORGE DRIVE — — — — — 12 (N) FENCE IN FRONT OF (N) BICYCLE STORAGE 10 13 (E) WOOD FENCE,TO REMAIN C U P E RT I N O CA 95014 L 14 (E) CANOPY,TO REMAIN 15 (N) FENCE, MATCH APPEARANCE OF (E) ADJACENT FENCE r 16 (N) CANOPY, MATCH APPEARANCE OF (E) ADJACENT CANOPY CLIENT: 6 9 3 7 9 13 _ +12'-O" 17 (E) DOORS TO UTILITY AND FIRE SPRINKLERS RISER ROOM hL 18 (N) CANOPY,SEE DETAIL 3/A8 6 19 (N) FENCE AROUND (N) EXTERIOR PATIO +60 — 0 � 12 17 I I r NO. DESCRIPTION: DATE: SCALE- 1/4"=l'-0" PARTIAL ENLARGED EXTERIOR ELEVATION C�L - BACKGROUNDS 09/11/2019 WEST, NEW - DD PROGRESS 09/27/2019 - DD ISSUED FOR REVIEW 10/18/2019 - INITIAL CITY SUBMITTAL 12/16/2019 1 COMMENT RESPONSES 06/22/2020 2 DESIGN CHANGES 06/22/2020 A B C C.1 D E F G T J K T T T O T O R T T 3 DESIGN CHANGES 07/24/2020 8 7 10 10 4 DESIGN CHANGES 11/06/2020 — — — — — — — TO PARAPET PHASE 2 5 RESUBMITTAL 12/11/2020 L - - - - - - '- - - - - - - - J if TO PARAPETPHASEI n 6 PLANNING APPLICATION 01/29/2021 _TT I l I I I I I I 7 DESIGN CHANGES 02/12/2021 FINISH FLOOR I OL L 9 TYP 17 1 2 1 9 TYP 13 14 9 TYP SCALE- 1/16"= 1'-0" EXTERIOR ELEVATION 7 v��SED ARcy�'F�� WEST, DEMO J. BRI COLTON C-38273 30 SEP 2021 RENEWAL s> DATE �Q 9TF OF CAL�F�� 6 PROJECT NO: 1587-7 SCALE: DRAWN BY: A D E F G H J K L M N O P O R S T REVIEWED BY: 8 11 7 11 18 APPROVED BY: — — — — — — — — — T O PARAPET PHASE 2 n L - - - - - - - - - - L - - - - - - -- - - L TO PARAPET PHASE 1 n FINISH FL OR EXTERIOR ELEVATIONS L L L 12 6 17 3 4 5 6 15 16 19 SCALE- 1/16"= 1'-0" EXTERIOR ELEVATION L15 WEST, NEW ■ or— CLIENT PROJECT NO. TBD 11-21 Community Development Department LEGEND ARCHITECT: Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2021-002, (E) WINDOW TO REMAIN 1 ;� 1= A V ■ Approval Body: Admin Hearing Approval Date 11/01/21 WINDOW (N) Signature Erick Serrano Jn Case Manager habitec (E) DOOR TO REMAIN architecture and interiordesign 2290 North First Street#304,San Jose,CA 95131 P 408.977.0606-F 408.298.4245 www.habitec.com (N) DOOR 110 CORRIDOR VEST. (N) WALL,SEE A0.5 AND A2.2 PR JE T INF 1296 1268 ALIGN ALIGN ALIGN 8'-0" ® ROOM TAG 3 U 6l PROJECT FG01 CLR. ALIGN FINISH FACES OF (E) AND (N) CONSTRUCTION 1132 PHASE 2 PHONE 7'-7" I 1294 PLAZA OPEN LAB # ELEVATION TAG 18922 FORGE DRIVE 1299 1 134 A#.# LAB 1'-5" CUPERTINO, CA 95014 1090 PROJECT 7'-0" 01 11 1 993 1 STORAGE 1298 N CLIENT: 1 2 od 1 7.2 M % VEST. PROJECT 3'-21/2° ALIGN LAB 1092 1091 1094 0 \ Z OPEN OFFICE KEY NOTES 0 2'-5" J 0 Q 1❑ WALL TO BE CENTERED ON (E) COLUMN 2'-1011 jL I N ❑2 WALL OFFSET FROM (E) COLUMN. PHONE ROOM,SINGLE OCCUPANCY. E I (E) CHAMBER CONTROL 1 1096 CORRIDOR OPEN LAB LO 1297 0111 1130 I I I I Q� LAB ALIGN 1101 1 4'4" 13'-1" C? EQ. y EQ. ±11'-2" 1 ❑ LAB — ■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� — — — — — — — 16-1 1104 �� - OPEN LAB (�J.2 o ■ 1139 ■ NO. DESCRIPTION: DATE: 3' b" ■ LAB PROJECT PROJECT PROJECT 1100 LAB 3'-6"' 1136 1137 1138 ■ 20 3 - BACKGROUNDS 09/11/2019 1 1051SMALL CONF. >< SMALL CONF. - DD PROGRESS 09/27/2019 ■ 1272 CLR.o 1274 GENERAL NOTES ■ PHONE 7-0" 1273 1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. - DD ISSUED FOR REVIEW 10/18/2019 2. "ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. INITIAL CITY SUBMITTAL 12/16/2019 LIGN WAN■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M 7'-0" 13'-711 ALIGN (D 35'-8" b ±33'-10" 3. "SIMILAR" SHALL MEAN COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS �' � ALIGN ME ZANINE ABOVE AND ORIENTATION ON PLANS AND ELEVATIONS. C ALIGN = `° N 1 COMMENT RESPONSES 06/22/2020 COPY/ PRINT 1 4. ADJUST PARTITION THICKNESS AND CAVITY FOR INCLUSION OF INTERNAL ELEMENTS, SUCH AS PLUMBING, OPEN OFFICE 1282 OPEN OFFICE O11 AND FOR CORRECT INSTALLATION OF FIXTURES, PANELS, BOXES, ETC.. TT2 DESIGN CHANGES 06/22/2020 1280 1276 5. FINISH GYPSUM DRYWALL COMPLETELY TO WITHIN 1/4"OF FLOOR TO ENSURE A SOLID WALL BASE INSTALLATION. 3 DESIGN CHANGES 07/24/2020 SMALL CONF. 6. GENERAL: AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION AND FIT NEW TO EXISTING CONSTRUCTION AS REQUIRED TO MATCH EXISTING WORK. WHERE NEW PAINT OR OTHER NEW 1278 FINISHES ARE JOINED, CARRY TO NEAREST BREAK IN SURFACES, CORNER, OR OTHER BREAK IN 4 DESIGN CHANGES 11/06/2020 CONSTRUCTION AS REQUIRED FOR NEW AND FINISHED APPEARANCE. 7. WHERE CONCRETE FLOORS REQUIRE LEVELING, PROVIDE SELF LEVELING CEMENTITIOUS FILLER FLOATED TO A 5 RESUBMITTAL 12/11/2020 oN FEATHER EDGE. MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. — 6 PLANNING APPLICATION 01/29/2021 PHONE 1279 60 7 DESIGN CHANGES 03/08/2021 CLR. CV Z J 12 8 RESUBMITTAL 03/08/2021 I I I I I I I 9 COMMENT RESPONSES 03/26/2021 I I I I I I I I I I I I v��SED ARCy,T��'� J. BRICE 0 L'T 2 30 SE 2021 RENEWAL �` DATE �P + g + $ + g ±21 7/$ ±21 7/$ + g ±21 '-73/g" ±21 '-73/g" q of CA��F°�� _21 -�7/„ _21 r_�3/ _21 ,_�3/„ ,_ 3 ,_ 3 11 _21 ,_�%11 i L M N O P Q R S PROJECT NO: 1587-7 SCALE: 1/8" = 1'-011 DRAWN BY: OPEN TO BELOW REVIEWED BY: 4'-2" 35-8" 10 34'-10° APPROVED BY: I II I II I II 22-8 3-1 9-2 1 3'-6" 100 UP STORAGE SOUTHWEST LABS MEZZANINE OPEN TO BELOW — — v '-1 1 446 I _I ENLARGED DIMENSIONAL PLAN n� STOI N `� I I I 1 co 9 O P Q 0 2' 4' 8' 16' 24' L12 SCALE: 1/8"= 1'-0" ACOUSTICAL LABS 20 SCALE: 1/8'' V-0" 1' ACOUSTICAL LABS 8 1/64"- -0" KEY PLAN 4 ENLARGED DIMENSIONAL MEZZANINNE FLOOR PLAN ENLARGED DIMENSIONAL FLOOR PLAN CLIENT PROJECT NO. TBD Community Development Department LEGEND ARCHITECT: 11-21 Planning Division—Cupertino CUPERTINO APPROVED (E) WINDOW TO REMAIN Case# ASA-2021-002, A 1 A Approval Body: Admin Hearing Dn (N) WINDOW Approval Date 11/01/21 ri h Signature Erick Serrano Case Manager habitec (E) DOOR TO REMAIN architecture and interior design 2290 North First Street#304,San Jose,CA 95131 P 408.977.0606-F 408.298.4245 www.habitec.com (N) DOOR 110 PROJECT INFO: 7 5 7 CORRIDOR 7 VEST. (N) EXTERIOR OPENING INFILL (N) FULL HEIGHT, STC 50 1296 1268 1268 2 12 2 1294 WALL FURRED WALL OVER (E) 1090 (N) THROUGH GRID, STC 55 `� PLAZA 3 F G 0 1 i 13 PHONE 1299 6 1 FURRED WALL OVER (E) 13 1294 1 130B PROJECT 1 4 WALL (N) FULL HEIGHT, STC 55 PHASE 2 4 4 4 4 1 132 7 TYP. (N) THROUGH GRID,STC 35 14 OPEN LAB 18922 FORGE DRIVE 8 b 1134 5 (N) THROUGH GRID, STC 60 C U P E RT I N O, CA 95014 LAB 4 4 5 5 4 1 132 g (N) FULL HEIGHT,STC 35 15 4 6 1090 (N) THROUGH GRID,STC 40 (N) FULL HEIGHT, STC 60 PROJECT 1 7 16 1093 STORAGE 8 4 1298 4 (N) FULL HEIGHT,STC 40 (N) THROUGH GRID, STC 65 CLIENT: 12 5 1 8 17 1091 ❑ _ _ _ _ _ ❑ �J.2 (N) THROUGH GRID,STC 45 (N) FULL HEIGHT, STC 65 1093 1053 7 4 8 1094 VEST. 2 18 PROJECT LAB I I (N) FULL HEIGHT,STC 45 1091 1094 6 1092 1092 7 10 W FURRED WALL OVER (E) WALL 6 0 0 19 18 (N) THROUGH GRID,STC 50 8 8 (N) FURRED WALL OVER (E) WALL O1096 OPEN LAB 1 130 12 (E) WALL EXTENDED TO 130 OPEN OFFICE 1270 FULL-HEIGHT 7.1. 1270 FOR REFERENCE WALL AND BRACING DETAILS, SEE SHEET A0.5. 71 ®r 7F ROOM TAG 5 _ ALIGN FINISH FACES OF (E) 7 AND (N) CONSTRUCTION CORRIDOR (E) CHAMBER CONTROL 1297 Q� # 1 1097 1096 #.# ELEVATION TAG I I I 13 KEY NOTES I 7 18 16 1❑ (N) CASEWORK, SEE INTERIOR ELEVATIONS IN SHEET A7.1.1. 2 EXTEND (E) COLUMN DOWNWARD AT (N) PIT.SEE STRUCTURAL DRAWINGS. 8 16 ❑5 18 CR b 6 b 3 SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS UNDER MEZZANINE. O12 1 130 1 136 1 137 1 138 1 PREFABRICATED METAL STAIRS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW 1L pB - ❑ 1L 04 NEE 0 ❑ ❑ 2 8 4PRIOR TO CONSTRUCTION.STAIRS SHALL CONFORM TO ALL ACCESSIBILITY AND EGRESS REQUIREMENTS, 10 INCLUDING THOSE SHOWN ON 3/A0.2.1. b 1 104 OPEN LAB 5 (N) MOTION CAPTURE SYSTEM, SEE INTERIOR ELEVATION A7.3.2. NO. DESCRIPTION: DATE: UP : 1139 7 1 101 ■ 8 8 ■ 1 2 �b (N) FURRED WALL WITH TV POCKET. COORDINATE SIZE WITH OWNER'S A.V.TEAM. 0 ❑5 ■ ■ 1272 1273 BACKGROUNDS 09/11/2019 LAB 12 1 105 PROJECT PROJECT PROJECT ■ 20 WHERE E WINDOW SILL IS BELOW EXTERIOR FINISH GRADE, PROVIDE (N) 6"CONCRETE CURB AND (N) 0Am MEZZ. ABOVE ( )1 100 LAB 1 136 1 137 1 138 ■ _ 9 1 ❑7 WINDOW,SEE DETAIL 13/A8.6 AND SEE CIVIL DRAWINGS. MATCH APPEARANCE OF (E) WINDOWS. 16 1 105 SMALL CONF. 9 b 19 7 T E) N T RI R I D W A L B N O FI E P CE P OV D N P IVAC FI M. — DD PROGRESS 09/27/2019 PHONE 7 1272 1273 SMALL CONF. (N) PREFABRICATED STEEL TUBE GUARDRAIL. GC SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY ARCHITECT. 9 ■ P 3 ■ 6 19 6 1274 GUARDRAIL SHALL GENERALLY CONSIST OF 1" ROUND STEEL TUBES WITH LESS THAN 4"CLEAR SPACE _ DD ISSUED FOR REVIEW 10/18/2019 ■ ■ 0 BETWEEN TUBES. 13 ' 1 FORKLIFT LOADING GATE IN MEZZANINE GUARDRAIL. GATE SHALL BE SELF-CLOSING,SHALL LOCK WHENEVER ❑9 CLOSED,SHALL OPEN INTO THE MEZZANINE, AND SHALL INCLUDE A WARNING SIGN. GC SHALL SUBMIT SHOP INITIAL CITY SUBMITTAL 12/16/2019 1100 COPY/ PRINT 7 ME ENE_ 8 1274 1 DRAWINGS FOR REVIEW BY ARCHITECT. I 1280 13 1282 701. 7 4 9 _ 1 1 8 6 1 COMMENT RESPONSES 06/22/2020 1283 ---- 0` 2 DESIGN CHANGES 06/22/2020 1278 3 DESIGN CHANGES 07/24/2020 0—\ 0 SMALL CON . 1 1278 1 4 DESIGN CHANGES 11/06/2020 6 19 5 RESUBMITTAL 12/11/2020 0—) 1 6 PLANNING APPLICATION 01/29/2021 7 PHONE 2 7 I TYP. 1 1279 I I I I TYP. 1279 7 DESIGN CHANGES 03/08/2021 2 8 RESUBMITTAL 03/08/2021 GENERAL NOTES 1 1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. 2. "ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. I I I I I I I I 3. "SIMILAR" SHALL MEAN COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. VERIFY DIMENSIONS 1 AND ORIENTATION ON PLANS AND ELEVATIONS. 4. ADJUST PARTITION THICKNESS AND CAVITY FOR INCLUSION OF INTERNAL ELEMENTS,SUCH AS PLUMBING, AND FOR CORRECT INSTALLATION OF FIXTURES, PANELS, BOXES, ETC.. `G��c� Ch,7T�C 5. FINISH GYPSUM DRYWALL COMPLETELY TO WITHIN 1/4"OF FLOOR TO ENSURE A SOLID WALL BASE J. BR ED AR ICE INSTALLATION. C 0 LTO N b. GENERAL: AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION AND FIT NEW TO C-38273 EXISTING CONSTRUCTION AS REQUIRED TO MATCH EXISTING WORK. WHERE NEW PAINT OR OTHER NEW 1-30 SEP 2021 FINISHES ARE JOINED, CARRY TO NEAREST BREAK IN SURFACES, CORNER, OR OTHER BREAK IN RENEWAL 11 11 CONSTRUCTION AS REQUIRED FOR NEW AND FINISHED APPEARANCE. sue` DATE _21 -7/g _21 -7/g _21 -7/g L _21 -7/g _21 -7 11 /g —2 -7/g —2 -7 11 If /g 11 —� I -�/8 7. WHERE CONCRETE FLOORS REQUIRE LEVELING, PROVIDE SELF LEVELING CEMENTITIOUS FILLER FLOATED TO A �F_CAS-RFD FEATHER EDGE. MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. L M N O PROJECT NO: 1587-7 e o E M o P a . . �, �, �,. �,. SCALE: 1/8" = 1'-01 1 D RAW N BY: 8 7 7 REVIEWED BY: 4 8 9 - - - APPROVED BY: — — 9.2 t a UP 8 STORAGE MEZZANINE _I SOUTHWEST LABS 1146 ENLARGED NOTATIONAL PLAN ST01 I I I I l _ A5.7 1�811 = 1 I OI I O P Q 0 2' 4' 8' 16' 24' SCALE: 1/8"= 1'-0" ACOUSTICAL LABS 20 SCALE: 1/8"= 1'-0° ACOUSTICAL LABS 8 1/64"=1'-0" KEY PLAN 4 ■ LARGED NOTATIONAL MEZZANINNE FLOOR PLAN ENLARGED NOTATIONAL FLOOR PLAN CLIENT PROJECT NO. TBD Community Development Department KEYNOTES ARCHITECT: 11-21 Planning Division—Cupertino CUPERTINO APPROVED 5 1 Case# SA-2021-002, 1❑ (E) ROOF STRUCTURE TO REMAIN. A ( ) 3,-0„ ,-- 401 Approval Bo 8.2 min Hearing G.S.M. FLASHING. / 2 2❑ (E) ROOF TO REMAIN. Approval Date 11/01/21 ___ \ _ Signature Erick S ra ——� � ——� � ——� 3 (E) CONCRETE HEADER TO REMAIN. Case Mani ger STEEL TUBE, SEE STRUCTURAL DRAWINGS. habitec 3 ❑4 (E) EQUIPMENT WELL TO REMAIN. architecture and interior design 2290 North First Street#304,San Jose,CA 95131 (N) HEADER. P 408.977.0606-F 408.298.4245 www.habitec.com ❑b (E) CONCRETE COLUMN TO REMAIN, BEYOND. 3/4"ACRYLIC STUCCO OVER GALVANIZED METAL LATH AND (2) LAYERS GRADE 'D' PAPER. 10 Q 4 ❑7 (N) T.BAR CEILING, SEE R.C.P. k- COLOR AND TEXTURE SHALL MATCH NEARBY EXISTING WALLS. PROVIDE CONTROL JOINTS �, PROJECT INFO: EVERY 144 SF,SEE ELEVATIONS FOR ADDITIONAL 14 15 STORAGE MEZZANINE 1 146 a (N) WALL WITH (1) LAYER PLYWOOD AND (1) LAYER GYPSUM BOARD EACH SIDE.SEE STRUCTURAL DRAWINGS. INFORMATION. O z ` 9❑ (N) MEZZANINE CONSISTS OF PLYWOOD DECK OVER METAL STUD JOISTS, SEE STRUCTURAL DRAWINGS. L- �c FG01 EXTERIOR-GRADE, FIRE-TREATED PLYWOOD � _ _ SHEATHING OR EXTERIOR-GRADE C 10 (N) WALL. ON ONE SIDE, PROVIDE (1) LAYER PLYWOOD UNDER GYPSUM BOARD.S.S.D. GYPSUM-BASED SHEATHING. ^ z_ PHASE 2 1 1 (N) WALL BEYOND r6ND � a � A8.2 ❑ (N) PREFAB METAL STAIRS. GC SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY ARCHITECT. 18922 FORGE DRIVE O 12 SEE 3/A0.2.1 FOR ADDITIONAL DETAIL AND DIMENSIONS. 6"METAL STUD. c CA 95014 13 (N) HANDRAIL SHALL COMPLY WITH 3/A0.2.1. CUPERTINO I I - GENERAL CONTRACTOR SHALL VERIFY MEZZANINE HEAD CLEARANCE IN THE FIELD. MINIMUM CLEAR HEIGHT FROM 14 FINISH ARE OW RTH N 7 OF MEZZANINE 0"ABOVE OVERHEAD MEZZANINE, OBSTRUCTIONS S EXISTING T OBSTRUCTIONS MEZZANINNE,THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT I I - 5 9 DISCUSS MOVING OBSTRUCTIONS OR LOWERING MEZZANINE FLOOR HEIGHT. 7 15 REVIEW BY AR 10 ❑ GUARDRAIL SHATLL GENERALBLY CONSIIST OF G ROUNDS EEC SHALL LnTUBESOWITHAL SS THAN041,CLEAR PACECHITECT. CLIENT: BETWEEN TUBES. N I I I I I I I I I 8 J I I rJ J o _ o I I N J N J I I rJ I I rJ OPEN LAB 1 130 b PROJECT 1 137 CORRIDOR OPEN OFFICE 1276 I I to b I I I I I I I I I I 4 A8.2 I I I I 14 A8 2 CONCRETE SPREAD FOOTING, SEE STRUCTURAL DRAWINGS. I I I N a III III III III III III III III III III III III i i i i i i i i a 4 � Q Y NO. DESCRIPTION: DATE: SCALE: 1/2"=1'-0" NEW EXTERIOR WALL SECTION 17 SCALE: 1/2"=1'-0" NEW PARTIAL BUILDING SECTION 6 - BACKGROUNDS 09/11/2019 MEZZANINE - DD PROGRESS 09/27/2019 - DD ISSUED FOR REVIEW 10/18/2019 13 G.S.M. FLASHING. A8.2 SIM. - INITIAL CITY SUBMITTAL 12/16/2019 3/4"ACRYLIC STUCCO OVER GALVANIZED METAL LATH AND (2) LAYERS GRADE 'D' PAPER. COLOR AND TEXTURE SHALL MATCH NEARBY 1 COMMENT RESPONSES 06/22/2020 EXISTING WALLS. PROVIDE CONTROL JOINTS EVERY 144 SF,SEE ELEVATIONS FOR ADDITIONAL INFORMATION. 2 DESIGN CHANGES 06/22/2020 3 DESIGN CHANGES 07/24/2020 EXTERIOR-GRADE, FIRE-TREATED PLYWOOD SHEATHING OR EXTERIOR-GRADE o GYPSUM-BASED SHEATHING. 4 DESIGN CHANGES 11/06/2020 METAL STUD. 5 RESUBMITTAL 12/11/2020 14 15 15 6 PLANNING APPLICATION 01/29/2021 A8.2 SIM. STEEL POST,SSD. 7 DESIGN CHANGES 03/08/2021 10 EMBED POST IN CONCRETE FOOTING, SSD. $ RESUBMITTAL 03/08/2021 = (N) FOOTING SHALL MATCH (E) FOOTING LOCATIONS. HAND-DUG AROUND TREE 10 ROOTS. CONSULT WITH ARBORIST DURING M 9 COMMENT RESPONSES 03/26/2021 EXCAVATION. C LJFD 4'-4„ \ 10 COMMENT RESPONSES 06/29/2021 SCALE: 1/2"=1'-0" NEW EXTERIOR WALL SECTION �Rcti��F 18 J. BRICE COLTON C—3 8 2 7 3 � 30 SEP 2021 11 E 12 DA NEWEA/�Q� 23" �F CALF w Lu � PROJECT NO: 1587-7 4'-2" C) Q SCALE: N re% D RAW N BY: OPEN LAB 1 130 N 13 CORRIDOR OPEN OFFICE 1276 REVIEWED BY: x APPROVED BY: Q z 12" 0 IN. `' 4 v z � Q � �f v °r,° 1 1"MIN10 . 23" Z X BUILDING SECTIONS SCALE: 1/2"=1'-0" NEW PARTIAL BUILDING SECTION 8 507 MEZZANINE STAIRS CLIENT PROJECT NO. TBD ■ ARCHITECT: Community Development Department11-21 A C PAVEMENT Planning Division-Cupertino II CUPERTINO APPROVED m I Case# ASA-2021-002, 1 c c c J•�• .� n O IRR 1 \� Appr al Body: Admin Hearing J 7 Apprial Date 11/01/21 Signature Erick Serrano ® m — I W T i b Case Ma ager n a ry PLANTER D • I I architecture and interior design I m J r 2290 North First Street#304, San Jose, CA 95131 I I P 408.977.0606 - F 408.298.4245 W I www.habitec.com 14698 I m I RAMP 8 HIGH CLF i I � UTILITY ENCLOSURE � \ � / PROJECT INFO: 9 � DI 6 METAL FENCE �18"TREE 9 C F G 01 (� *12"TREE `�0"TREE (� n "TRE `-20"TREE `-22"TREE "14"TREE CAUTION PHASE 2 JOINT TRENCH o" RE "" "" U j 18922 FORGE DRIVE 0 0 00 E E E JT JT JT JT JT JT JT JT JT JT JT JT—JT- JT JT JT JT JT JT JT JT JT JT JT J T JT JT JT JT C U P E RT I N O, C A 9 5 014 E m _; IF ❑ I Q4"TREE Q4"TREE 0 0 c FO F 0000 F0 , 0000 i CIVIL ENGINEER: T T _ _ _ _ _ _T 000 EEO �a� _FZ �� ORO— �_ F FO FO FO FO-FO-FO-FO- FO FO F-)-FO- FO FO FO FO o 0 o FO FO— 0 FO 0 rn ` �I CAUTION '. 1i"''I IIIII r FIBER OPTIC . BRF■ YEAREiI M ENGINEERS . SURVEYORS . PLANNERS 0 4 1730 N. First Street, Suite 600, San Jose, CA 95112 m-SD SD SD SD SD SD SD SD SD SD SD SD SD—SD `` SD SD SD SD.. SD—SD—SD—SD—SD—SD—SD—SD—SD—SD, SD—SD—SD SD SD —SD—SD—SD—SD T 408.467.9100 BKF PROJECT#20190456-10 CD o \ _ S ;/ 7- 4—�/ 7 F-r W W '"'- \ W W W W W W W W W W . £ yy4 SOE E E E E E E E E E E E 00 00 O T E E E E E E E E E E E E E E E E E E E E E p0 000 I O E E E E E E E E 2 O \ E E E D\ 11 10 I \ E E E E (D E E E Q SQ 1� E E E E E E E / E 14 !> \ E E E E E E E E E \SO E E E E E E E �—`LO !CC % 1 E \ m rn \yI \ 4 E E E E E E E E —I L� E I 7 \ E E E E E E E \ m E E Sp 8)) A E E E E E E E \ 2 E m w� 4 E E E E E E E \ 7 E E S� O O [ E E E E E E E E O E W W W W W W W Sp E E z E E A L 1 SD M M M M M M , m A L Q \ A 3 4I- \ nn � 4 A `�5"TREE v, a w w n Q I m o - o w w A Q A 4 (A � I rn o A L 4 I IRR 3 >,' 4. \ 0 4 . 4A L \ L '4 I i NO. DESCRIPTION: DATE: O 0 , IM of BACKGROUNDS 09/11/2019 I 11 m DD PROGRESS 09/27/2019 I I W i - DD ISSUED FOR REVIEW 10/18/2019 - INITIAL CITY SUBMITTAL 12/16/2019 I I� Uj I.L I 1Q COMMENT RESPONSES 06/22/2020 I I I z M - - - I 2Q DESIGN CHANGES 06/22/2020 J V I j 3Q DESIGN CHANGES 07/24/2020 I II 4Q DESIGN CHANGES 11/06/2020 Ln 5 RESUBMITTAL 12/11/2020 V II LULU I- - - 6Q PLANNING APPLICATION 01/29/2021 18922 FORGE DRIVE o 10461 Q = L710 MW 7Q DESIGN CHANGES 03/08/2021 II RESUBMITTAL 03/08/2021 I , o 9Q RESUBMITTAL 04/23/2021 I 1 I I I 1 I N CD CN I I 0 I I j �' I ►°�� Qco I I I z C 83189 ` MATCH LINE II 1 oi IRR❑o � o 0 SHEET C3(n . 3 I / U I Ln o / I PROJECT NO: 1587-7 N I I / i i i SCALE: AS SHOWN w Q DRAWN BY: KB LU REVIEWED BY: PC LU Uj APPROVED BY: PC / w LEGEND ABBREVIATIONS DEMOLITION KEYNOTES NOTES w Z BUILDING WALL LINE COMMUNICATION MANHOLE AC ASPHALTIC CONCRETE SDCO STORM DRAIN CLEANOUT « « « 1. CONTRACTOR SHALL CONSULT WITH LANDSCAPE CONSULTANT REGARDING THE REPLACEMENT OF THE EXISTING IRRIGATION CONTROL VALVES AND UNDERGROUND CD ACR ACCESSIBLE CURB RAMP SDDI STORM DRAIN DROP INLET O CLEAR AND GRUB EXISTING LANDSCAPE «<«««.«.«<«<««I 10 EXISTING FENCE TO REMAIN. PROTECT IN PLACE. IRRIGATION INFRASTRUCTURE. w FENCE LINE X SANITARY SEWER CLEANOUT ACP ACCESSIBLE PARKING STALL SDMH STORM DRAIN MANHOLE / AD AREA DRAIN SLB STREET LIGHT BOX EXISTING TREE TO REMAIN. PROTECT IN PLACE. 2 11 SANITARY SEWER MANHOLE CB CATCH BASIN SS SANITARY SEWER SEE LANDSCAPE PLAN SHEET L-1 FOR DETAIL. REMOVE EXISTING FENCE 2. CONTRACTOR TO VERIFY IF THE EXISTING DOORS ALONG THE EAST, WEST, AND SOUTH SIDES OF THE BUILDING REQUIRE REPLACEMENT BASED ON THE w DRIVEWAY EXISTING CLDR CENTERLINE OF DOOR SSCO SANITARY SEWER CLEANOUT PROPOSED BUILDING SLAB REPLACEMENT. / DRIVEWAY STORM DRAIN DROP INLET ❑® COM COMMUNICATIONS PULLBOX SSMH SANITARY SEWER MANHOLE 0 O CONIC CONCRETE TIC TOP OF CURB, AT FACE EXISTING UTILITY STRUCTURE TO REMAIN. PROTECT IN PLACE. 12 REMOVE EXISTING DOOR DEMOLITION PLAN � SIDEWALK SW STORM DRAIN MANHOLE DI DROP INLET TMH TELEPHONE MANHOLE 0 O D/W DRIVEWAY TSB TRAFFIC SIGNAL BOX 4O LIMIT OF SAWCUT 13 REMOVE EXISTING STRUCTURE UI TRAFFIC SIGN EB ELECTRIC PULLBOX UMH UNKNOWN MANHOLE o ELECTRICAL LINE E E EP EDGE OF PAVEMENT WM WATER METER rn EV ELECTRIC VAULT WV WATER VALVE O REMOVE EXISTING AC PAVEMENT L7 7 /J 14 EXISTING ELECTRIC VAULT TO REMAIN. PROTECT IN PLACE. 00 FIBER OPTIC LINE Fo FO FL FLOW LINE 01 FNC FENCE _ GAS LINE c c FH FIRE HYDRANT GM GAS METER O REMOVE EXISTING CONCRETE SIDEWALK L > . Y. �. .J 15 EXISTING STORM DRAIN INLET TO BE ADJUSTED JOINT TRENCH LINE T T GV GAS VALVE 1 = 10 Ui STORM DRAIN LINE SD-SD JP JOININVERT TPOLE 70 REMOVE EXISTING CONCRETE VERTICAL CURB ABANDONED EXISTING STORM DRAIN LINE 10 LG LIP OF GUTTER GRAPHIC SCALE CD SANITARY SEWER LINE -SS-SS LSCP LANDSCAPING MH MANHOLE 8 REMOVE EXISTING LANDSCAPE PLANTER 17 TELEPHONE LINE TEL TEL SD STORM DRAIN rn SDAD STOR DRAIN AREA DRAIN O REMOVE EXISTING PARKING STRIPING 18 10 0 10 20 C3m2 o WATER LINE w w SDCB STORM DRAIN CATCH BASIN CV ARCHITECT: Community Development Department11-21 ( \/ \I Planning Division-Cupertino A " H A " E M E I " CUPERTINO APPROVED Case# ASA-2021-002, -151.24 A > Oh Appr al Body: Admin Hearing AppriraI Date 11/01/21 18 TC ei Signature Erick Serrano 152.17 TC Case Manager chabitec • architecture and interior design 2290 North First Street#304, San Jose, CA 95131 P 408.977.0606 -F 408.298.4245 www.habitec.com PROJECT INFO: • 9 6 METAL FENCE 5' WI SF 5' WI SF DIRT FG01 k"TREE *12 TREE 410"TREE k"TREE q0"TREE k"TREE LSCP '4"TREE 9 410"TREE LSCP 408"TREE �8"TREE LSCP �0"TREE PHASE 2 8' 11�g�5 18922 FORGE DRIVE CUPERTINO, CA95014 *0"TREE uu 9?6 'R9 9�s ' 9 T Bej A sr Fq °� T FA Fo *0"7REE LSCP FA << FA BIKE LOCKER 24"TREO CIVIL ENGINEER: 4�5"TREE 1� ,srg`9� 7. lump SHED x 149.99 > > > > x �,�, 448"TREE >rs �� o es ;k �s �s 148.42 ■ BRF YEAR�.au '9 ' �� 9? °� ss X x sx /1 C ?6 x �� vx pox x 148.27 x 148.36 AC x x x 8 "I �,x '°x �9 9�X ?'. x14s.o2 x148.11 ENGINEERS . SURVEYORS . PLANNERS x 149.76 > > x 148.26 �� 'Aq rrs6s ,�sA srss9 ? 10 SD 19 x 14796 x 148.19 » ? x148.05 12 XSD 1730 N. First Street, Suite 600, San Jose, CA 95112 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD T 408.467.9100 BKF PROJECT#20190456-10 4"TREE six 9/ox �■ x '19Bx s? ''�9 / U > > > ass '�' '� '� / �� Ag x x 148.16 x 148.43 "Ay �: x '� 7 TC 14 e rrs use x sy s ?, ?� �'8 148.19 ro (148.54) PV 149.04 sxx x148.10 APPROX. CURB LOCATION �x �, xPD SO x x x (NOT FIELD SURVEYED) �� `" '�' 148.75 - 148.50 - �� pss (148.98- 'R� - - - - - 148. A ) �� ( ) ) �� ) djQ� x ( ) � � (148.3 `� 4 x14 32 ESE v' i (0.5%) 148 1 -E o 00-TREE _ �E�E (TC 149.25) TC V 148.60 E E LSCP 14"TREE LS I (PV 148.75) 7 I ,, TC 149.54 7 TC PV 148.64 H I E-ESE CONFORM 14 .40 N PV 149.04 y 148.59 148.73 E- 6 148.60 148.84 48.E x 04"TREE ?x �0"TREE BEGIN 54' x� I 10 I TC 149.55 T b\ 148.58 I �9 7 � + 0 TO 6" CURB TRANSITION � � PV 149.05 cv r�D �f _ 148.81 148.90 149.02 I 496L I I TC PV 149.16 A TC 149.16 25 Ag TC 149.16 TC 149.16 uu 14881�0"TREE � 7 �~�� PV 148.86 PV 148.66 7 PV 148.66 x 48.68 Lf _ �(148.38) � P u , T�_2 au O0 TC 148.83) (149.00) o 0 0 0 0 0 9 C ° B ° B B Cn�� U1/ I/v (PV 148.45) 7 TC PV 149.06 QLn 11 oLO Q ° 1 . 9 o EVC 2EVC ry FflEVC ^^ CONFORM TEMP SHIPPING END p B 49.2if o ro CONTAINER BOX 4"TREE z m-I TC 149.20 148.84 BLDG COR / BW 149.20 w z`4 (PV 149.04) a � l oln n o CONFORM o \ FF 149.25 '�,o a 1 FS 149.20 x '9 04"TREE 0 a a' k"TREE AC NO. DESCRIPTION: DATE: a e. . BACKGROUNDS 09/11/2019 DD PROGRESS 09/27/2019 a s,x 'RBS�x 15 R - DD ISSUED FOR REVIEW 10/18/2019 15 15 11 ON CONC INITIAL CITY SUBMITTAL 12/16/2019 4"TREE o . ° UJ 1Q COMMENT RESPONSES 06/22/2020 k oaf 04"TREE 18922 FORGE DRIVE z 2Q DESIGN CHANGES 06/22/2020 k 18"TREE � 3Q DESIGN CHANGES 07/24/2020 V ° 4Q�4"TREE DESIGN CHANGES 11/06/2020 'A969 �?x LSC 1 22. 0 x 5Q RESUBMITTAL 12/11/2020 ri v V LU Uj 6Q PLANNING APPLICATION 01/29/2021 04"TREE A ° a44 DESIGN CHANGES 03/08/2021 C 00000000 0000°o° 8Q RESUBMITTAL 03/08/2021 08-7REE ° o° 0 49. ° 00 1.5% FF 149.25 1 ° oo f PV 149.20 � ° � a 9 RESUBMITTAL 04/23/2021 °°° Ul ° - ON CONC ° o° �Xg �7rg ° o°o 000,11 '. t_ •�� '16. U o°O°OO Q *2-TREE x x °°°o°o°o° ('7 a O Co a F4 o 00"TREE A C �'� DL Q Co z C 83189 MATCH LINE --rl 444"7REE LP CIVIL p��P 4F C Al-\�a O m C? 1"9�Ox 4SHEET C4 . 1 PROJECT NO: 1587-7 104"TREE ® n'l SCALE: AS SHOWN w V) Q DRAWN BY: KB LU REVIEWED BY: PC LU Ji APPROVED BY: PC w LEGEND ABBREVIATIONS KEYNOTES w Z AC ASPHALTIC CONCRETE PV PAVEMENT THE FINISHED FLOOR (FF) ELEVATION SHOWN IS THE PROPOSED SLAB REPLACEMENT ELEVATION. Z 2" AC GRIND & OVERLAY / / / POROUS CONCRETE PAVERS ACR ACCESSIBLE CURB RAMP MH MANHOLE O CONTRACTOR TO CONFIRM THE AS-BUILT SLAB REPLACEMENT ELEVATION AND REPORT ANY 10 INSTALL AC PAVEMENT (3" AC / 10" CLASS II AB) 19 INSTALL NEW STORM DRAIN AREA DRAIN PER DETAIL 10, SEE SHEET C6.0 ACP ACCESSIBLE PARKING STALL SD STORM DRAIN i AD AREA DRAIN SDAD STORM DRAIN AREA DRAIN DISCREPANCIES TO THE ENGINEER / OWNER PRIOR TO THE START OF SITE IMPROVEMENTS. 12" AC DEEPLIFT EV CHARGER POST (SEE BW BACK OF WALK SDCB STORM DRAIN CATCH BASIN O EXISTING TREE TO REMAIN. PROTECT IN PLACE. SEE LANDSCAPE PLAN SHEET L-1 FOR DETAIL. 11 INSTALL CONCRETE SIDEWALK (4" PCC / 4" CLASS II AB) 20 INSTALL NEW STORM DRAIN CLEANOUT PER DETAIL 11, SEE SHEET C6.0 w ARCHITECTURAL DRAWINGS) CB CATCH BASIN SDCO STORM DRAIN CLEANOUT PER CITY OF CUPERTINO STANDARD DETAIL 1-19 SEE DETAIL 1, SHEET C6.0 i CLDR CENTERLINE OF DOOR SDDI STORM DRAIN DROP INLET p AC PAVEMENT COM CONC CONCRETECOMMUNICATIONS PULLBOX SLDB H STREET STORM DLIGHT BOXRAIN MANHOLE O EXISTING UTILITY STRUCTURE TO REMAIN. PROTECT IN PLACE. 12 PER INSTALL CITY OF CUPOERTINO ISTANDARDONS EDETAIL EN NEW AND 1-233, SEEEXISTD ING TAILD 2W ALK SHEET C6.0 21 INSTALL POROUS PRECAST CONCRETE PAVERS. SEE DETAIL 1, SHEET C6.1. IMPROVEMENT PLAN BOLLARD (SEE ARCHITECTURAL DRAWINGS) DI DROP INLET SS SANITARY SEWER CONCRETE SIDEWALK w;. D/W DRIVEWAY SSCO SANITARY SEWER CLEANOUT O INSTALL CONCRETE RETAINING WALL. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. 13 INSTALL DETECTABLE WARNING. SEE ARCHITECTURAL PLANS FOR DETAIL. 22 INSTALL EV CHARGING STALL, SEE ARCHITECTURAL PLAN FOR DETAILS. EB ELECTRIC PULLBOX SSMH SANITARY SEWER MANHOLE 04 6" DIAMETER ROUND STORM ./aD EP EDGE OF PAVEMENT T-CW TOP OF CONCRETE WALL Co DECOMPOSED GRANITEEMIR= DRAIN AREA DRAIN BY NDS EV ELECTRIC VAULT T-SW TOP OF SEAT WALL O INSTALL CONCRETE WALL WITH FENCE. SEE LANDSCAPE AND STRUCTURAL PLANS FOR DETAILS. 14 INSTALL 1' VERTICAL RETAINING WALL. SEE STRUCTURAL PLANS FOR DETAILS. 23 INSTALL STORM DRAIN DROP INLET. SEE DETAIL 2, SHEET C6.1. FH FIRE HYDRANT T-W TOP OF WALL STORM DRAIN CLEANOUT COO FL FLOW LINE TC TOP OF CURB, AT FACE PRECAST CONCRETE PAVERS FNC FENCE TMH TELEPHONE MANHOLE O INSTALL PRECAST CONCRETE PAVERS. SEE ARCHITECTURAL PLANS FOR DETAILS. 15 INSTALL PARKING STRIPING. SEE ARCHITECTURAL PLAN FOR DETAILS. 24 INSTALL STORM DRAIN JUNCTION BOX. SEE DETAIL 2, SHEET C6.1. 1 = 1 C FS FINISHED SURFACE TSB TRAFFIC SIGNAL BOX STORM DRAIN DROP INLET ❑® GM GAS METER UMH UNKNOWN MANHOLE �� Ag (DI TRUNCATED DOMES GV GAS VALVE WM WATER METER 7 INSTALL 6" VERTICAL CURB PER DETAIL 3, SHEET C6.0 16 NEW PROPERTY LINE CLEANOUT INSTALLED PER SEPARATE PACKAGE (BLD-2019-1123) ( WHERE REPLACING LANDSCAPE PLANTERS WITH HARDSCAPE SURFACES: ,p INV INVERT WV WATER VALVE O O _ ® JP JOINT POLE ( CONTRACTOR TO REMOVE TOPSOIL GRAPHIC SCALE "� STORM DRAIN JUNCTION BOX ❑ THE CD VERTICAL CURB LG LIP OF GUTTER ) 25 90% OFP THE I MAXIMUM DRY SD MNSITYEWHILE L THE BE SOIL PS CAT A AT LEAST o` LSCP LANDSCAPING O8 INSTALL 6" VERTICAL CURB AND GUTTER PER DETAIL 4, SHEET C6.0 17 2" AC PAVEMENT GRIND & OVERLAY (MAINTENANCE) VERTICAL CURB & GUTTER STORM DRAIN PCC PORTLAND CEMENT ( O MOISTURE CONTENT OF 3% OVER OPTIMUM 10 0 10 20 a, - AGGREGATE BASE SHALL HAVE A MINIMUM COMPACTION DEGREE OF SAWCUT LINE STORM DRAIN (PERFORATED) --- ---- - CONCRETE O INSTALL VALLEY GUTTER PER DETAIL 6, SHEET C6.0 18 INSTALL NEW SDR-35 PVC STORM DRAIN LINE l 95% AT OR NEAR THE OPTIMUM MOISTURE CONTENT. C4mO ARCHITECT: Community Development Department Planning Division-Cupertino CUPERTINO APPROVED Case MATCH LINE Case# ASA-20 1-002, ° A ) n Appr _al Body: Admin Hea in 04"TREE Apprial Date 11/ 1T11 Signature Erick Sibirrano SHEET C4 . 0 Case Ma ager �9�? ° 9 habitec x architecture and interior design 414"TREE • co ° 18 EE • 22. 0 0 0 2290 North First Street#304, San Jose, CA 95131 0 0 0 o P 408.977.0606 -F 408.298.4245 ~ 000 0°0° w w w.hab i tec.com LSC O° 149. q�0° 1.5% FF 149.25 1 o AC q00 . PV 149.20 co 00 ° : PROJECT INFO: � 0000000 0000000 11, �°0000000 00-TREE � D FG01 a , -1-9 ° �s k x PHASE 2 ° 18922 FORGE DRIVE 06"MEE 15W (y) CUPERTINO, CA 95014 11 .10 CLDR ■ 8. 5 8. 5 ON CONC 18. 0' 18. 0' 8. 5' h a u 448"TREE 1 8' 0 °f J MAX ° CIVIL ENGINEER: D ° 06-MEE >ox �9`�x 15 ��?x 15 ■` ��I.,.... ' 0 Z� w ■ YEARS 24"TREJD APPROX. CURB LOCH TION N �� = ENGINEERS . SURVEYORS . PLANNERS (NOT FIELD SURVEYED) 20"TREE • r 18922 FORGE DRIVE 1130 N. First Street, Suite 600, San Jose, CA 95112 w • I 2 2. 0' I ° T 408.467.9100 BKF PROJECT#20190456-10 LSC LSC �8"TREE _ D 41 O ° , 20"TRE �s�y ��x 'X (14 .77) (149.05) 1.5%. PV 149.14 X 0 10 yy ` v0000000000000000. ITl :A4 0000000000000000 A q 000000000 0000,0 0 n 000 `" A 4 \ 000T-W 159.70 "4"TREE A(; A ` ° PV 149.20 a C 1 .9 0 ° PV 148.90 V 14 .9 A L FF 149.25 1 PV 149.20 20"TRE 20 A' ° ,9 '� I A x OIx 1-S x 1.5% *2-TREE A I 2 4' L 4 A NO. DESCRIPTION: DATE: 24"TRE I A. 5 A 148.82 BLDG COR FF 149.25 - BACKGROUNDS 09/11/2019 \ >\.° 149.38 TC 1 P V 149.20 149.28 CLDR 149.28 TC BRF 148.89 EP ON CONC 149.17 EP 8'-10" q PV 14 PV 148.88 PV 149.20 S=0.5� I A ° I- EA A q ADD PROGRESS 09/27/2019 (TC 149.65) A �.. . TC .14 .20 . ° '� A CONC�. PV�148; 0OO$0 7 A q L 4' . A \ 4 .q A L 4 (001 (PV 148.21) I X qA L q A '� n*TrA 4A . .*2TREE o w CONFORM 149. A; m° z� BEGIN - X RI 1 25 L 4 A L �, o o DD ISSUED FOR REVIEW 10/18/2019 ry�, 23 3 - A A. 4 °. 4 I TC 149.30 x a oo V _ % .Aq A - q. TC 149.14 7 7 ( ) x f48 / v T-CW 153.25 X : : - 0 A L A 4. 14 . �A ' 48.64 9 PV 148.80 / LSCP >� LS PV 148.25 P 14 / / / / / - INITIAL CITY SUBMITTAL 12/16/2019 zPOO.coo •? - -- - - - - L A 148.E FP q 36"TR w 15"TREE® A o 0 08080 0 0 0 0 o AL - L < �U!5 v� �8"TREE �4"TREE °0°0°0°0°( 0 ° °° L4 L 4 `q t48:a3 rl ACR °o°o0000. 148.28 EF A A °. TC 148.87 (TC 148.94) COMMENT RESPONSES 06/22/2020 ,x e� J A L P 7 7 PV 148.44 X q (148.26) - - - 148.20) - \ _ ,R� (148.60)X - (148.49) ° - / / / / / 2Q DESIGN CHANGES 06/22/2020 PO PO TEMP JOB TRAILER S=0.5% ' 148.46 33 3 1��R 29 , � sr�� ( ) x CONC ' x �09 rd, , ( ��x ) k"TREE (TC 148.70) (PV 148.23) 7 �' �� x X > � x 3 DESIGN CHANGES 07/24/2020 CONEND FORM 40'-10", 45' - 10" SD '�sa �" S=0.5% SD SD SD ��SD SD-SD-SD-SD-SD-SD-SD-SD-SD-- 4Q DESIGN CHANGES 11/06/2020 SD Q 24 RIM 148.45 S=0.5% �9 CONTRACTOR TO Ax X '� ;E_ ,� o > INV 144.45 x x ,> x 8 x six x 18 VERIFY INVERT ,� s RESUBMITTAL 12/11/2020 2x � x ? 'moo 'oo �29x '�X , •10"TREE AC 30. 4 x �x AC ,x �6 6Q PLANNING APPLICATION 01/29/2021 A? O O �� 7Q DESIGN CHANGES 03/08/2021 �4"TREE p - ww 8Q RESUBMITTAL 03/08/2021 28"TRE UB CONC 9Q RESUBMITTAL 04/23/2021 � � TEMP JOB TRAILER • q2"TREE TEMP SHIPPI G E CONTAINER BOX OFF Co Co LSCP �2"TREE APPROX. CURB LOCATION 18"TRE �w LSCP oco o LSCP PO.O 0 ?•A tv V OCT mO OO C°� 00 C) O n • -+IV N? N O • O v r f 8"TREE 8"TREE o Cn m- Q •12"TREE (NOT T FIELD SURVEYED)YED) ti �5"TREE �8"TREE Q -TREE k"TREE m d'= o C v� 00 F� FF Z q0"TREE �5"TREE C 83189 ` SDCB RIM 147.85 s� Clv��- CD 11NV 146.5± (6" IN-SW) 4f7CA�'�a� 0"TREE INV 143.9± (10" IN-S) 0 U INV 143.8± (12" OUT-N) PROJECT NO: 1587-7 N SCALE: AS SHOWN w V) Q DRAWN BY: KB LU REVIEWED BY: PC LU Uj APPROVED BY: PC w LEGEND ABBREVIATIONS KEYNOTES w Z AC ASPHALTIC CONCRETE PV PAVEMENT THE FINISHED FLOOR (FF) ELEVATION SHOWN IS THE PROPOSED SLAB REPLACEMENT ELEVATION. Z 2" AC GRIND & OVERLAY / / / POROUS CONCRETE PAVERS ACR ACCESSIBLE CURB RAMP MH MANHOLE O CONTRACTOR TO CONFIRM THE AS-BUILT SLAB REPLACEMENT ELEVATION AND REPORT ANY 10 INSTALL AC PAVEMENT (3" AC / 10" CLASS II AB) 19 INSTALL NEW STORM DRAIN AREA DRAIN PER DETAIL 10, SEE SHEET C6.0 ACP ACCESSIBLE PARKING STALL SD STORM DRAIN i AD AREA DRAIN SDAD STORM DRAIN AREA DRAIN DISCREPANCIES TO THE ENGINEER / OWNER PRIOR TO THE START OF SITE IMPROVEMENTS. 12" AC DEEPLIFT EV CHARGER POST (SEE BW BACK OF WALK SDCB STORM DRAIN CATCH BASIN O EXISTING TREE TO REMAIN. PROTECT IN PLACE. SEE LANDSCAPE PLAN SHEET L-1 FOR DETAIL. 11 INSTALL CONCRETE SIDEWALK (4" PCC / 4" CLASS II AB) 20 INSTALL NEW STORM DRAIN CLEANOUT PER DETAIL 11, SEE SHEET C6.0 w ARCHITECTURAL DRAWINGS) CB CATCH BASIN SDCO STORM DRAIN CLEANOUT PER CITY OF CUPERTINO STANDARD DETAIL 1-19 SEE DETAIL 1, SHEET C6.0 i CLDR CENTERLINE OF DOOR SDDI STORM DRAIN DROP INLET p ALK AC PAVEMENT COM CONC CONCRETECOMMUNICATIONS PULLBOX SLDB H STORM STREET DRAIN MANHOLE BOX O EXISTING UTILITY STRUCTURE TO REMAIN. PROTECT IN PLACE. 12 PER INSTALL ITY OF CUPERTINO ISTANDARDONS EDETAILEN 'N1-233, SEE AND TD DETAING IL 2',v SHEET C6.0 21 INSTALL POROUS PRECAST CONCRETE PAVERS. SEE DETAIL 1, SHEET C6.1. IMPROVEMENT PLAN BOLLARD (SEE ARCHITECTURAL DRAWINGS) DI DROP INLET SS SANITARY SEWER CONCRETE SIDEWALK w;. D/W DRIVEWAY SSCO SANITARY SEWER CLEANOUT O INSTALL CONCRETE RETAINING WALL. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. 13 INSTALL DETECTABLE WARNING. SEE ARCHITECTURAL PLANS FOR DETAIL. 22 INSTALL EV CHARGING STALL, SEE ARCHITECTURAL PLAN FOR DETAILS. EB ELECTRIC PULLBOX SSMH SANITARY SEWER MANHOLE 6" DIAMETER ROUND STORM ./aD EP EDGE OF PAVEMENT T-CW TOP OF CONCRETE WALL Co DECOMPOSED GRANITE DRAIN AREA DRAIN BY NDS EV ELECTRIC VAULT T-SW TOP OF SEAT WALL O INSTALL CONCRETE WALL WITH FENCE. SEE LANDSCAPE AND STRUCTURAL PLANS FOR DETAILS. 14 INSTALL 1' VERTICAL RETAINING WALL. SEE STRUCTURAL PLANS FOR DETAILS. 23 INSTALL STORM DRAIN DROP INLET. SEE DETAIL 2, SHEET C6.1. FH FIRE HYDRANT T-W TOP OF WALL C STORM DRAIN CLEANOUT COO FL FLOW LINE TC TOP OF CURB, AT FACE PRECAST CONCRETE PAVERS FNC FENCE TMH TELEPHONE MANHOLE O INSTALL PRECAST CONCRETE PAVERS. SEE ARCHITECTURAL PLANS FOR DETAILS. 15 INSTALL PARKING STRIPING. SEE ARCHITECTURAL PLAN FOR DETAILS. 24 INSTALL STORM DRAIN JUNCTION BOX. SEE DETAIL 2, SHEET C6.1. 1 = 1 C FS FINISHED SURFACE TSB TRAFFIC SIGNAL BOX 0- STORM DRAIN DROP INLET ❑® GM GAS METER UMH UNKNOWN MANHOLEAg (� TRUNCATED DOMES GV GAS VALVE WM WATER METER �� INV INVERT WV WATER VALVE J INSTALL 6" VERTICAL CURB PER DETAIL 3, SHEET C6.0 16 NEW PROPERTY LINE CLEANOUT INSTALLED PER SEPARATE PACKAGE (BLD-2019-1123) ( WHERE REPLACING LANDSCAPE PLANTERS WITH HARDSCAPE SURFACES: I `O - CONTRACTOR TO REMOVE TOPSOIL GRAPHIC SCALE 'IT`n STORM DRAIN JUNCTION BOX ❑® JP JOINT POLE - THE UPPER 12 INCHES OF SUBGRADE SHALL BE COMPACTED AT LEAST o VERTICAL CURB LG LIP S GUTTER (MAINTENANCE) 25 90% OF THE MAXIMUM DRY DENSITY WHILE THE SOIL IS AT A 0 8 INSTALL 6" VERTICAL CURB AND GUTTER PER DETAIL 4, SHEET C6.0 17 2" AC PAVEMENT GRIND & OVERLAY MAINTENANCE LSCP LANDSCAPING MOISTURE CONTENT OF 3% OVER OPTIMUMc4ml VERTICAL CURB & GUTTER STORM DRAIN PCC CEMENT ( - AGGREGATE BASE SHALL HAVE A MINIMUM COMPACTION DEGREE OF CD 10 0 10 20 CO SAWCUT LINE STORM DRAIN (PERFORATED) --- ---- - CONCRETENCRETE O INSTALL VALLEY GUTTER PER DETAIL 6, SHEET C6.0 18 INSTALL NEW SDR-35 PVC STORM DRAIN LINE 95% AT OR NEAR THE OPTIMUM MOISTURE CONTENT. i 2Community Development Department Planning Division-Cupertino /-1 C PAVEMENT COPE RTINO APPROVED Case# ASA-2021-002, ggg 1 ARCHITECT: Ai � II 149.21 148.59 II I I •149.37 •148.56 •148.62 � Approval Body: Admin Hearing m I v G G G�G G- Approval Date 11/01/21 Signature Erick Serrano OIRR I 1 7 � Case Ma iagei rl49.33 TC5_'TC _ 149.44 T6 TC_ .- -" 14813 TC I 146.72 49.21 TC PLANTER D I ' habitec 14698 1 3 I I m architecture and interior design I r 2290 North First Street#304, San Jose, CA 95131 P 408.977.0606-F 408.298.4245 �v cp Q �"' rn�• �.r. m i 1 ' I � www.habitec.com I �~ RAMP 8' HIGH CLF- ' 1 146.87 TC UTILITY ENCLOSURE / PROJECT INFO:❑ / DIRT m 5 I SF � F 7 146.10 X -148.38 TC" 48.2 TC l � -rn LSCP k"TREE �8"TREE PV 145.60 � *12"TREE 0"TREE TC 146.06 Ag � r I F G LSCP �2"TREE �4"TREE 7 (TC 145.58) PV 145.56 7 "TRE 01 P V 145.58 6.5 TC CONFORM 7: L S � •146.59 •146.62 46' PHASE 2 UN UN U 46.68 LSCP °" E 18922 FORGE DRIVE JT T E 46. J JT JT JT JT �T JT JT T T� - FA 69�TC err�OyT Fo -�T �T JT �� 0- -- JT JT JT JT JT J JT JT JT E JT E 9�A� �„ �/ / (TC 146.04 (PV ,45.54) 7 rd C U P E RT I N O, CA 95014 h / CONFORM ��' � � (PT 146.770 22 / / / n '�n m E V r CON �RIM� "TRLL (148 63) TC 146.70 8 TC 146.14 / / c G G G (147.44) (3.0%) (146.90 (3.0%) FL 146.20 8 FL 145.63 // / / m CM FO F p v (1.8%) 51) CONFORM ZE 146 _._..._� _...�..._. ._:.._.. _ / / (0.5%) °o°o° bx •146.50J5 �(l48.60 G / o o 0 6• / / / / o 0 0 ,� Fo CIVIL ENGINEER: LG 147.44 / LG 148.51 / i F Fo Fo ' - o Fo o x 146.53 -FO FO FO FO FO FO FO FO FO" rn. / / 2 4. O / / / / / x 145.82 c')G' x 148.27 ,148.42 / / / / / / / / / / / / / / / / / / / / / / / / / / /t45. / 136 / x 145.18 'tee 10% x 148.11 x 148.36 48/ / / / / / / / / / / / / / / / / / / / / / / / m 92x // // / / 17 // / / / / / =145.09 x 145.11 x 146.50 �■■ x145.67 xi 6.17 i x 145.42 x148.26 / // / // // / / // / / / / / M / / / / wxi45.28 � YEARN x148.19 >> c ,., x 148.05 12 J D / /148. / / / / / / / / / / / T-W 150.34 / / / / / / / / / / / / / / / 0 x 145.11 x 145.17 m t / � x 14s.ss ENGINEERS . SURVEYORS . PLANNERS -so-SD-SD-SD-SD-so o j/ / // // / // / / // / // / / PV 148.34 / ,/ / // / / / // / / / / / / / , / x 145.40 � x148.16 / / / / / TC 148.63 / / / / / 6 x 148.19 x 148.43 / / / / / / / / / / / / 7 / / / / / rn / v 2145. 146.15 q2x / x4'48. 13 / P V 148.13 TC 148.45 a a z TC 146$ �D - D SD $p cn cn cn rn m � x 146.46 V 44-749 TC 146.61 _ _ 7 Na �o ii 1 1730 N. First Street, Suite 600, San Jose, CA 95112 148.13 -1.5%- -4.5%- (PV 146.01' / _ PV 146.11 1 3% SO �, T 408.467.9100 BKF PROJECT#20190456-10 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o CONFORM (145.43) x146.34 0 0 0 0 0 0 0 0 0 0 _ _ -.,� / I o0 000000 000000o0o°oo00000°000 0 ��, J S� , 148.84 -J o°°°000�� °°°o°o°0°°°°0°0°0°°° ° 7 T 147 06 x 14f 148.58 11 pA 25 w146.56 w " o n S ° e WOODEN FENt E \ BEGIN o 1•3_%� I V 14 7 12 W w -w w-mow ° ° p �o0 0 I c J NF M� ° �l-OXQ cy, 146.45 ° ° TC 147.16 148.60 148.59 148.73 p ° 11 11 B W 148 054 7 7 In Z fir �y srS o 00 00 cn 148.84 48.85 a o a O O s'y� SR, `�X ,. , m- I 148.65 t BW 146.66 } f 3' HC ° , v O / \ � 46.74 148.81 148.81 148.90 149.02 496b4 °a o ° - l� TC 147.18 �� C 146.74 7 1.5% S0 46.73 I o 08" F BW 146.68 M ,n T 147. (PV 146.28) �� \Sp TC 149.11 ci V 146.58 LSCP m 7 CONFORM MAX \ ° B B D \ 6 4 BEG N 8.61 2 END �� rn N so ti W 46.69 BW:rlIGQ 7 (TC 147.28) CONFORM C 147.33 v PV 146.82 ° FDIC g„ 7 ,2 s S S \ m W BFP m~ LEVC N EVC ^I p ( CONFORM B C 1ORM 6 s -f� 7 7 \ \ 0 1 -- �/�/ END V BEGIN 1-1 oo� ° w w w 746. x w' �w 149.25 CLDR �n -W 150.20 t B ° .06 WT SO ON METAL THRESH � O `� P CONFORM 146.62 EG s LU 1 o PV 149.20 14756 CLDR 3 rn ° M M M- M M U)11 FF 149.25 1 ON EG S D Ln 149.18 CLDR 47 1 R CONC LSCP LSCPIx ON METAL THRESH ON EG �5"TREE x 146 42 O 4 m B oP C] W W- V� 149.08 T-W 149.20 T-W I r w w-- LL 149.26 T-W 147.96 EG 148.37 EG �5 rc 8 - -149. rc0 TC FL A N ,G_� IRR � - --149zti2-� �Sl�r S R3 x 146.37 149.25 CLDR ON METAL THRESH \ - ,9 ------- LSCPI I L C LCO EB 7 7I j NO. DESCRIPTION: DATE: EB CONC I m I o PO!OI I x146.38 BACKGROUNDS 09/11/2019 cci� �, 9.19 rc I I - o APPROX. BUILDING I I m ► I F OVERHANG I 1 II - DD PROGRESS 09/27/2019 149.42 TC CONC 148.97 EP DD ISSUED FOR REVIEW 10/18/2019 19.77 P O I I I _ 1 INITIAL CITY SUBMITTAL 12/16/2019 z ■ 149.22 BLDG COR I h 149.24 CLDR to I ON GRANITE FF II I 1 COMMENT RESPONSES 06/22/2020 959 I 2Q DESIGN CHANGES 06/22/2020 I T I I 3Q DESIGN CHANGES 07/24/2020 ..1� VN I 4Q DESIGN CHANGES 11/06/2020 Uj I LU I I A� 5 RESUBMITTAL 12/11 II /2020 Q = 18922 FORGE DRIVE I 6Q PLANNING APPLICATION 01/29/2021 n 10461 1 I TC 148.4� 1C 146 44 TC Mw 14g 1 Q7 DESIGN CHANGES 03/08/2021 I I 8 RESUB II Q MITTAL 03/08/2021 E I 1 1 \ Q 1149.26 TC 46 43 TO 9Q RESUBMITTAL 04/23/2021 1 •148.56 11 48.7501 I v o I I 1 1 I I 06cli jC N 11 1 I a Q I I 1149.27 TC 47. 4 46 40 TC 1 148.80 0ll 148.1 c, V Slp�, MATCH I I 1 LINEI I I 1 147.56 C y y i 1 146 35 TC O � II N I Tn 147 71 r�46.64 C 83189 rAr U_ I i IRR o I U SHEET I •14878 � � I C4 , 3 I II / 147.66 C w 1 / PROJECT NO: 1587-7 w I I / r SCALE: AS SHOWN w DRAWN BY: KB REVIEWED BY: PC w LEGEND APPROVED BY: PC _ ABBREVIATIONS KEYNOTES Z FC� 2" AC GRIND & OVERLAY POROUS CONCRETE PAVERS AC ASPHALTIC CONCRETE PV PAVEMENT THE FINISHED FLOOR (FF) ELEVATION SHOWN IS THE PROPOSED SLAB REPLACEMENT ELEVATION. Z ACR ACCESSIBLE CURB RAMP MH MANHOLE Zw ACP ACCESSIBLE PARKING STALL SD STORM DRAIN O CONTRACTOR TO CONFIRM THE AS-BUILT SLAB REPLACEMENT ELEVATION AND REPORT ANY 10 INSTALL AC PAVEMENT (3" AC / 10" CLASS 11 AB) / AD AREA DRAIN DISCREPANCIES TO THE ENGINEER OWNER PRIOR TO THE START OF SITE IMPROVEMENTS. 19 INSTALL NEW STORM DRAIN AREA DRAIN PER DETAIL 10, SEE SHEET C6.0 12" AC DEEPLIFT EV CHARGER POST SEE SDAD STORM DRAIN AREA DRAIN / 0 ( BW BACK OF WALK SDCB STORM DRAIN CATCH BASIN INSTALL CONCRETE SIDEWALK 4" PCC 4" i ARCHITECTURAL DRAWINGS) CB L CATCH BASIN SDCO STORM DRAIN CLEANOUT O EXISTING TREE TO REMAIN. PROTECT IN PLACE. SEE LANDSCAPE PLAN SHEET L-1 FOR DETAIL. 11 ( / CLASS II AB) p AC PAVEMENT CLDR CENTERLINE OF DOOR SDDI STORM DRAIN DROP INLET PER CITY OF CUPERTINO STANDARD DETAIL 1-19 SEE DETAIL 1, SHEET C6.0 20 INSTALL NEW STORM DRAIN CLEANOUT PER DETAIL 11, SEE SHEET C6.0 COM COMMUNICATIONS PULLBOX SDMH STORM DRAIN MANHOLE INSTALL DOWEL CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALK BOLLARD (SEE ARCHITECTURAL CONC CONCRETE SLB STREET LIGHT BOX O3 EXISTING UTILITY STRUCTURE TO REMAIN. PROTECT IN PLACE. 12 PER CITY OF CUPERTINO STANDARD DETAIL 1-23 SEE DETAIL 2 INSTALL O :a ': DRAWINGS DI DROP INLET SS SANITARY SEWER L 2, SHEET C6.0 O POROUS PRECAST CONCRETE PAVERS. SEE DETAIL 1, SHEET C6.1. IL CONCRETE SIDEWALK � � ) of D/W DRIVEWAY SSCO SANITARY SEWER CLEANOUT O4 INSTALL CONCRETE RETAINING WALL. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. 13 INSTALL DETECTABLE WARNING. SEE ARCHITECTURAL PLANS FOR DETAIL. IMPROVEMENT PLAN N 6" DIAMETER ROUND STORM SAD EB ELECTRIC PULLBOX SSMH SANITARY SEWER MANHOLE IN co DECOMPOSED GRANITEmoll= DRAIN AREA DRAIN BY NDS EP EDGE OF PAVEMENT T-CW TOP OF CONCRETE WALL 22 STALL EV CHARGING STALL, SEE ARCHITECTURAL PLAN FOR DETAILS. i EV ELECTRIC VAULT T-SW TOP OF SEAT WALL O INSTALL CONCRETE WALL WITH FENCE. SEE LANDSCAPE AND STRUCTURAL PLANS FOR DETAILS. FH FIRE HYDRANT TC TOP OF WALL 14 INSTALL 1' VERTICAL RETAINING WALL. SEE STRUCTURAL PLANS FOR DETAILS. � STORM DRAIN CLEANOUT �■ FL FLOW LINE TC TOP OF CURB, AT FACE 23 INSTALL STORM DRAIN DROP INLET. SEE DETAIL 2, SHEET C6.1. PRECAST CONCRETE PAVERS � FNC FENCE TMH TELEPHONE MANHOLE O INSTALL PRECAST CONCRETE PAVERS. SEE ARCHITECTURAL PLANS FOR DETAILS. � REMIM FS FINISHED SURFACE TSB TRAFFIC SIGNAL BOX STORM DRAIN DROP INLET ® 15 INSTALL PARKING STRIPING. SEE ARCHITECTURAL PLAN FOR DETAILS. 24 INSTALL STORM DRAIN JUNCTION BOX. SEE DETAIL 2, SHEET C6.1. UMH UNKNOWN MANHOLE 1" = 10' U TRUNCATED DOMESEM�E I NV GAS METER WM WATER METER IN 'oi I V INVERT GAS VALVE 7 STALL 6" VERTICAL CURB PER DETAIL 3 SHE WV WATER VALVE O ET C6.0 16 NEW PROPERTY LINE CLEANOUT INSTALLED PER SEPARATE PACKAGE BLD-2019-11 � N�� Ag � STORM DRAIN JUNCTION BOX ® 23 VERTICAL CURB ❑ JP JOINT POLE ( ) WHERE REPLACING LANDSCAPE PLANTERS WITH HARDSCAPE SURFACES: "I kFIDD LG LIP S GUTTER - CONTRACTOR TO REMOVE TOPSOIL GRAPHIC SCALE VERTICAL CURB & GUTTER LSCP LANDSCAPING O INSTALL 6" VERTICAL CURB AND GUTTER PER DETAIL 4, SHEET C6.0 17 2" AC PAVEMENT GRIND & OVERLAY (MAINTENANCE) - THE UPPER 12 INCHES OF SUBGRADE SHALL BE COMPACTED AT LEAST o` STORM DRAIN PCC PORTLAND CEMENT 25 90% OF THE MAXIMUM DRY DENSITY WHILE THE SOIL IS AT A � SAWCUT LINE o MOISTURE CONTENT OF 3% OVER OPTIMUM - STORM DRAIN (PERFORATED) - - - - - - - - CONCRETE O INSTALL VALLEY GUTTER PER DETAIL 6, SHEET C6.0 18 i INSTALL NEW SDR-35 PVC STORM DRAIN LINE - AGGREGATE BASE SHALL HAVE A MINIMUM COMPACTION DEGREE OF 10 0 10 ( 95% AT OR NEAR THE OPTIMUM MOISTURE CONTENT. ARCHITECT: 021 Community Development Department \ z Planning Division-Cupertino 147.56 C 146 35 TC CUPERTINO APPROVED Case# ASA-2021-002, MATCH LINE 147.71 TC4664 IRR O \ Appral Body: Admin Hearing I ❑ Appr al Date 11/01/21 Signature Erick Serrano 148.78 - i 47.66 146 31 TC C � � I Case Manager SHEET C4 . 2 / habitec I / I architecture and interior design / 2290 North First Street#304, San Jose, CA 95131 / P 408.977.0606 -F 408.298.4245 www.habitec.com � I I I / / I I 149.22 TC •148.60 147.96 C � PROJECT INFO:5 •146.13 / . 4 TC N FG01 PHASE 2 148. TC i4831 18922 FORGE DRIVE 617 TC Uj r I CUPERTINO, CA 95014 z I 11 rC - � I I •147.24 II I J V I I I � 16 09 TC CIVIL ENGINEER: 18922 FORGE DRIVE I ' I o 46 06 TC U LU I ■� 10FEM LU �I •147.40 ■■ YEAREi, \\ ENGINEERS . SURVEYORS . PLANNERS mr I o � I 146 02 TC ' 14t 1130 N. First Street, Suite 600, San Jose, CA 95112 T 408.467.9100 BKF PROJECT#20190456-10 I �V9 rr 149.5 iTC I •'47.93 149.59 TC I/TJ.IJ /li o Oh BRF l 145 94 TC APPROX. BUILDING IL5 I I W OVERHANG I I I I I PHASE 1 - SEPERATE PACKAGE I I �� x145.74145.94 p 7 ' i I 149.21 TC I - 145.61 LG W 149.25 BLD 149.24 BLDG COR - TAT-1-1- 'KI-171-111--f- - I I I / oc CONC -- - LSCP 3'j�,�F• I I 148.97 I l 145.62 LG O ' L �� v x145.74 IL CP YYY LL s.. \ 4\ .44 .a O I 1 q A q . A APPROX. BUILDING OVERHANG A A' p0. L AA 1g1GQ EP L 4 q A q L p. A \ ' x145.69 14575 NO. DESCRIPTION: DATE: 1�68$ 4 .q q >P L A \ qA 'L A ` " o.r .' A 4 �2"TREE Nv 146.63 TC FF 149.25 FF 149.25 145.88EP BACKGROUNDS 09/11/2019 PV 148.90 1 1 4B•Y1 za - 49.28 CLDR 149.20 CLDR TC P V 149.20 149.17 TC CONFORM PV 149.20 2 TC 146.76 )N CONC PV 149.20 ON GRANITE FF 4.94 LDG LINE CON 7 OR ° ° 149.17 EP � PV 146.21 � I 13 � 1- 11 � � \ --- - 146.19 TC A' " L. °o°o 146.69 TC 146.83 TC o o o0o q A � q L a L $ � q. q. -�- 145.77 EP L \. CONC 146.24 EP 146.38 EP OON o°o° � - DD PROGRESS 09/27/2019 CONC C P 148. 7 A L q a A t TC 149.70 7 f $ o i Y + qV PV 149.20 a \ TC=PV ` SOS o°o L \ `p q A a L p .A \ BEGIN 147. 2 TC i 7 0 0 °000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o q' 4 L q a \ \ (145.94) o O O O O O O O O O O O O O O O O O O O O \p - �� _ n q 146. EP I \ 14 17 TC 14 .13 TC �• i - DD ISSUED FOR REVIEW 10/18/2019 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TC 149..50 / 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c L P Ag I 79�� - 14 145.65 EP N � O O O O O O O O O O O O O O O O O O O O O q n L q 7 q p T " .L.q , P V 149.00 7 22 C x 45.62 x 145.43 Cn I ` 145.46 145.48 < PV 148.86 \ q A END G'/ TC 45. \ 145.43 145.50 LG o000000000000000000o ti I PV 4G. 7 \�4 145.54 , - INITIAL CITY SUBMITTAL 12/16/2019 I I A CP 146.35 TC o x x 145.63 ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. ... 0146.06 EP ,v`O- o < 0 0 0 0 0 0 0 0 0 0 e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X ACR / // // / // // / // 15 / / / o 0 0 0 0 0 0 0 ° 14 °TC 149.45 ° ° 14 (TC 147.22 '1,S 5i ;r 1.0 'I x145.76 " 1Q COMMENT RESPONSES 06/22/2020 PV 148.45 10 (BW 146.73) \\ ZE TC 149.18 EV CHARGING I� � ff BEGIN PV 146.22 ONLY �. _ 146.01 TC x145.70 PV 148.66 _END �� i S SS SS SS SS SS SS ss sS�,�SS 145.54 EP o 145.96x 1 48.62) (0 7%) (148.40) (4 0%) (146.20) (145.94) (1 0%) (145SS74) x145.54 ss '� I1 2Q DESIGN CHANGES 06/22/2020 U 145.79 ' I 9 >s/ / >� / 6> / 9 x 4J.130 S x 145.55 � �� / l / > > / x x145.50 ` 45.72 o I 3Q DESIGN CHANGES 07/24/2020 'x x� ff x �y� f ■148.31 x 148.16 x 147.68 x 147.02 X x 145.99 5`� f 14 x 145.57 ■145.34 x 145.20 145.11 x 145.28 x \SS 145.90 x 145.45 LG �`> 12 S D ,�s�. �� 1 2148.x 15 146.38 12 145.13 �f S D 145 42 x \SS x 1 145.60 x 145.74 4Q DESIGN CHANGES 11/06/2020 )-SD-SD-SD-SD-SD-SD-SD INS SD SD��SD-SD-SD-SD-SD SD x D SD SD -SD x�d6 7R SD SD SD SD SD SD SD SD SD SD SD x145.08 SD SD SD x145.07 SD x S�`� x x 147.96 x 147.37 4r SD 145.31 x 145.53 s ti sx 6x x 145.08 �L'�5 05 x 145.46 x 145.54 X s`X ,x x ��x x 148.10 x x 147.85 x 14732 x 146.72 x 6.20 /x45.75 x 145.52 145.46 x 145.25 �D x 145.68 S 145.55 ' 14795 14 x145.1 \ Q RESUBMITTAL 12/11/2020 'Ad ,��> x 145.44 x 145.40 145.59 x x 145.07 sp/�� x 145.71 -y x > >ir� 146.17 x x 4 o w S j19p x �S9x ' �� AC 'fix x14796 x14741 x x146.52 x145.71 x145.39 x145.14 s0 p �� V x. 6Q PLANNING APPLICATION 01/29/2021 x 147.09 cn rn x x 14771 145.97 x 5 woo G x 145.40 x 145.43 x 145.43 SD m y x 145.50 x 145.34 x 145.30 SD x UB .n x145.57 C1 145.43 7Q DESIGN CHANGES 03/08/2021 s0 V w 00 \s0 \SD 14 .68 T 8Q RESUBMITTAL 03/08/2021 LSCP SD 145. LG 145.5 x SO x1 7 145.39MH SSMH gQ RESUBMITTAL 04/23/2021 - 45P urn co Q. OnREE SS SS 8ff Q y v c� v c� v co v c� o4XG /y CD xCD 145.34 LSCP �� LSCP �� SSCO o LSCP' LSCP 00 C0 OD(p V PO rn o 0 0 �rn ,0:.- CD v 20"TREFO c4'o N o-a. So Q �o� �� v co v c� v c� 0"TREE 6' WBF S D SD V 8"TREE ^�-+ �8"TREE 4„TREE 51p�, N vc~� �c~i m-� m-i vc� m-/ o SDMH 00 3 "TRE� x 145.30 5 N o� RIM 145. C 83189 36"TR � S D D I 145.32 •145.21 _I 5o s� C1 �- RIM 144.99 SDMH LSCP SWALLOW 4FCAL��ap C� INV 141 .0± S . x145.43 DRIVE CD INV 141 .0± N INV 138.0± (12 IN-SW) RIM 145.65 145.49 LG PROJECT NO: 1587-7 CN INV 143.1 ± NE INV 137.4± (12 IN-W) SCALE: AS SHOWN Lu INV 137.2± (18" OUT-NW) DRAWN BY: KB Lu REVIEWED BY: PC Lu LU APPROVED BY: PC w LEGEND ABBREVIATIONS KEYNOTES w Z AC ASPHALTIC CONCRETE PV PAVEMENT THE FINISHED FLOOR (FF) ELEVATION SHOWN IS THE PROPOSED SLAB REPLACEMENT ELEVATION. Z 2" AC GRIND & OVERLAY / / / POROUS CONCRETE PAVERS ACR ACCESSIBLE CURB RAMP MH MANHOLE O CONTRACTOR TO CONFIRM THE AS-BUILT SLAB REPLACEMENT ELEVATION AND REPORT ANY 10 INSTALL AC PAVEMENT (3" AC / 10" CLASS II AB) 19 INSTALL NEW STORM DRAIN AREA DRAIN PER DETAIL 10, SEE SHEET C6.0 ACP ACCESSIBLE PARKING STALL SD STORM DRAIN i AD AREA DRAIN SDAD STORM DRAIN AREA DRAIN DISCREPANCIES TO THE ENGINEER / OWNER PRIOR TO THE START OF SITE IMPROVEMENTS. 12" AC DEEPLIFT EV CHARGER POST (SEE BW BACK OF WALK SDCB STORM DRAIN CATCH BASIN O EXISTING TREE TO REMAIN. PROTECT IN PLACE. SEE LANDSCAPE PLAN SHEET L-1 FOR DETAIL. 11 INSTALL CONCRETE SIDEWALK (4" PCC / 4" CLASS II AB) 20 INSTALL NEW STORM DRAIN CLEANOUT PER DETAIL 11, SEE SHEET C6.0 w ARCHITECTURAL DRAWINGS) CB CATCH BASIN SDCO STORM DRAIN CLEANOUT PER CITY OF CUPERTINO STANDARD DETAIL 1-19 SEE DETAIL 1, SHEET C6.0 i CLDR CENTERLINE OF DOOR SDDI STORM DRAIN DROP INLET p ALK AC PAVEMENT COM CONC CONCRETECOMMUNICATIONS PULLBOX SLDB H STORM STREET DRAIN MANHOLE BOX O EXISTING UTILITY STRUCTURE TO REMAIN. PROTECT IN PLACE. 12 PER INSTALL ITY OF CUPERTINO ISTANDARDONS EDETAIL 1-233, SEEEN NEW AND TD DETAING IL 2W SHEET C6.0 21 INSTALL POROUS PRECAST CONCRETE PAVERS. SEE DETAIL 1, SHEET C6.1. IMPROVEMENT PLAN BOLLARD (SEE ARCHITECTURAL DRAWINGS) DI DROP INLET SS SANITARY SEWER CONCRETE SIDEWALK w;. D/W DRIVEWAY SSCO SANITARY SEWER CLEANOUT O INSTALL CONCRETE RETAINING WALL. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. 13 INSTALL DETECTABLE WARNING. SEE ARCHITECTURAL PLANS FOR DETAIL. 22 INSTALL EV CHARGING STALL, SEE ARCHITECTURAL PLAN FOR DETAILS. EB ELECTRIC PULLBOX SSMH SANITARY SEWER MANHOLE oN 6" DIAMETER ROUND STORM .AD01 EP EDGE OF PAVEMENT T-CW TOP OF CONCRETE WALL DECOMPOSED GRANITE DRAIN AREA DRAIN BY NDS EV ELECTRIC VAULT T-SW TOP OF SEAT WALL O INSTALL CONCRETE WALL WITH FENCE. SEE LANDSCAPE AND STRUCTURAL PLANS FOR DETAILS. 14 INSTALL 1' VERTICAL RETAINING WALL. SEE STRUCTURAL PLANS FOR DETAILS. 23 INSTALL STORM DRAIN DROP INLET. SEE DETAIL 2, SHEET C6.1. SO- EV FH FIRE HYDRANT T-W TOP OF WALL C STORM DRAIN CLEANOUT COO FL FLOW LINE TC TOP OF CURB, AT FACE PRECAST CONCRETE PAVERS FNC FENCE TMH TELEPHONE MANHOLE O INSTALL PRECAST CONCRETE PAVERS. SEE ARCHITECTURAL PLANS FOR DETAILS. 15 INSTALL PARKING STRIPING. SEE ARCHITECTURAL PLAN FOR DETAILS. 24 INSTALL STORM DRAIN JUNCTION BOX. SEE DETAIL 2, SHEET C6.1. 1 = 1 C O FS FINISHED SURFACE TSB TRAFFIC SIGNAL BOX 0- STORM DRAIN DROP INLET ❑® GM GAS METER UMH UNKNOWN MANHOLEAg (� TRUNCATED DOMES GV GAS VALVE WM WATER METER �� 10 INV INVERT WV WATER VALVE O7 INSTALL 6" VERTICAL CURB PER DETAIL 3, SHEET C6.0 16 NEW PROPERTY LINE CLEANOUT INSTALLED PER SEPARATE PACKAGE (BLD-2019-1123) ( WHERE REPLACING LANDSCAPE PLANTERS WITH HARDSCAPE SURFACES: `n STORM DRAIN JUNCTION BOX ❑® JP JOINT POLE - CONTRACTOR TO REMOVE TOPSOIL GRAPHIC SCALE - THE UPPER 12 INCHES OF SUBGRADE SHALL BE COMPACTED AT LEAST o VERTICAL CURB LG LIP OF GUTTER (MAINTENANCE) 25 90% OF THE MAXIMUM DRY DENSITY WHILE THE SOIL IS AT A o, 8 INSTALL 6" VERTICAL CURB AND GUTTER PER DETAIL 4, SHEET C6.0 17 2" AC PAVEMENT GRIND & OVERLAY MAINTENANCE LSCP LANDSCAPING MOISTURE CONTENT OF 3% OVER OPTIMUM VERTICAL CURB & GUTTER STORM DRAIN PCC PORTLAND CEMENT ( - AGGREGATE BASE SHALL HAVE A MINIMUM COMPACTION DEGREE OF 10 0 10 20 SAWCUT LINE STORM DRAIN (PERFORATED) --- ---- C43 - CONCRETE O INSTALL VALLEY GUTTER PER DETAIL 6, SHEET C6.0 18 INSTALL NEW SDR-35 PVC STORM DRAIN LINE 95% AT OR NEAR THE OPTIMUM MOISTURE CONTENT. ■ C14i Community Development Department Planning Division-Cupertino CUPERTINO APPROVED r Case ASA-2021-002, ARCHITECT: � I — — — — — — — — — - A>R c Appr al Body: Admin Hearing Appr al Date 11/01/21 W O O D Signa re Erick Serrano Case Manager 1 , ARCHITECTURE 1512 W. Mineral King Ave. ------ I I I Visalia, Ca 93291 I _ 559. 786. 9600(c) 559. 636. 3277(f) www.iwoodarchitecture.com I PROJECT INFO: FG01 + + + �� I IF PHASE 2 E, + I 18922 FORGE DRIVE + I I - CUPERTINO, CA 95014 SITE KEY NTS � o I I F IU \ REFERENCE NOTES SCHEDULE z I I F F F I CLIENT: PLANTING ACCESSORIES C� Ll I I SYMBOL DESCRIPTION QTY DETAIL F F F F F _ I I I 32-94 Proposed planting area. 5,570 sf CONCRETE I E F SYMBOL DESCRIPTION QTY DETAIL P-101 Ackerstone Aqua Lina Permeable Paver. Color: Graphite. Finish: FM Grind 1,286 sf • Running bond pattern. For pedestrian, light vehicular, and heavy y __ _____---- - vehicular applications. SITE FURNISHINGS ❑ I I SYMBOL DESCRIPTION QTY DETAIL i S-101 Kornegay Larkspur Planter LS-30. Size: 30"tall x 48" dia. Color: Davis 2 I j Colors: Outback. Drainage: No Drainage Hole. Exterior Finish: \ I I z i Sandblast. Interior Finish: Bituminuos Sealer. Note: Contractor to install z o I 3" perferated observation pipe & 6" layer of 3/8" peagravel in bottom of i I planter. Cap observation pipe with black NDS drain cap. 32-94 I I I I II li PNDSCAPF D -P ;; i Notes: �O �PRR❑L� �° �% �� C 1 Cross sections shall be per soils report recommendations. See civil plans. J o n Crown drip line or other limit of Tree Protection area. See Notes: I W D ; 2-All concrete specialty finishes shall be as indicated on the landscape tree preservation plan for fence alignment. 1-See specifications for additional tree Signature ;i `; construction plans. 9 protection requirements. 4_3 _ Z z I N� Renewal Date z Z 3-Contractor shall provide one sample pour(min. Tx T)for each color/finish on 2- If there is no existing irrigation, see site rior to in 9�F Dat O�� Q prior and notify the Owner's Representative 72 hours for review specifications for watering requirements. �F C A��F I I � and observation. The Owner's Representative reserves the right to change the � z ! selected color after the sample is poured. Contractor shall include in their bid the 3- No pruning shall be performed except cost of the additional sample for the Owner's Representative's approval. by approved arborist. I �(:D = J I Limit of Work 4-All quantities and amount shown on the lans are best e p stimates for the benefit \ 4-No equipment shall operate inside the , L) I of the contractor. In field conditions may vary compared to what is shown on the protective fencing in w I plans.Therefore, it is the Contractor's responsibility to verify all lengths, square p g including during fence p y y g q installation and removal. footages, NO. DESCRIPTION: DATE: and amount prior to bidding the project. 5-See site preparation plan for any \ modifications with the Tree Protection+ �� I area. - BACKGROUNDS 09/11/2019 + + + 1 + + + + I I fence: HighTree tion densit - DD PROGRESS 09/27/2019 polyethylene fenci \ \ + + I I with 3.5"x 1.5" + + + + T openings; Color- - DD ISSUED FOR REVIEW 10/18/2019 8.5"x 11" — \ orange.Steel posts sign installed at 8'o.c. laminated in I plastic spaced 2"x 6'steel posts - INITIAL CITY SUBMITTAL 12/16/2019 every 50' or approved equal. along the KEEP OUT a thick 1 COMMENT RESPONSES 06/22/2020 I l fence. TREE layer of mulch. PROTECTION + + Existing Redwoods to I I I I AREA+ + + + be protected in place —Main tain existing 2 DESIGN CHANGES 06/22/2020 i grade with the tree - i ; � • ' ir ' I : .I �� ,;��;�'%;�,;��;��;� a I' protection fence �� / ) \p unless otherwise 3 DESIGN CHANGES 07/24/2020 indicated on the + + + + I plans. 4 DESIGN+ + + I CHANGES 11/06/2020 + I I SECTION VIEW 5 RESUBMITTAL 12/11/2020 S-101 TREE PROTECTION 6 PLANNING APPLICATION 01/29/2021 P-CO-19036_WA-05 7 DESIGN CHANGES Notes: 3/8/2020 Crown drip line of tree. 1-Apply 10 gallons of water per 1"of trunk size measured at diameter breast 8 RESUBMITTAL I height every 2-3 weeks. 3/8/2020 2-Water application should be determine �\ by irrigation emitter. ie.y overhead drip, or hand held. + I 3-Longer, slower application of water is \ ideal which allows water to slowly percolate into the trees root zone and be utilized by the trees root system. 4- Do not spray the tree trunk or apply L + I I water directly adjacent to the trunk. I I I I + + Root watering zon it I l II I I 5"thick I + - + I I layer of mulch. PROJECT NO: 19036_WA i\ SCALE: 1"=10' �- Maintain existing grade. DRAWN BY: GM O �� a l ) \ �� I,, , I,�I�-�-r�F- ,• �;�— REVIEWED BY: \o TC ,o - D APPROVED BY: � Q , O N + _ SECTION VIEW - + Limit of Work 2 WATERING MATURE TREES P-CO-19036 WA-06 + I - - - Construc tion Plan " 0 10 20 30 40 feet 1" =10' NORTH Know what's below. Call before you dig. CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division—Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, App val Body: AAmKt Hearing NOTE TO CONTRACTOR: f WOOD App val Date 11/01/21 ARCHITECTURE Sig ture Erick Serrano Case Manager I 1 . Contractor to protect all irrigation lines and • 1512 W. Mineral King Ave. equipment in lace. Existingcontroller, mainline, Visalia, Ca93291 p 559. 786. 9600 (c) ----- valves and related equipment shall be reused for w9. 636. wooda chfitecture.com -------- landscape improvements. I 2. Contractor shall locate and verify working order PROJECT INFO: of irrigation system prior to comencment of work. _ Any discrepancies in the irrigation system shall be documented and reported the owners - FG01 n IIIIJIIILIIIIllllln ---- representative prior to groundbreaking. _ PHASE 2 18922 FORGE DRIVE 3. Contractor shall install Rainbird (QKCHK100) CU PERTI NO, CA 95014 1 pressure regulating basket filters after each valve ,_,_,� assembly. Locate in same valve box as Remote SITE KEY NTS 1P � � Control Valve. C I CLIENT: U U1 01 1 Connect lateral line to U > — _ exisiting irrigationin 0 • = w , t planter , Yp.adjacent Irrigation Legend � � P SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 00 — �_ Pipe Transition Point above grade 24 1L Pipe transition point from PVC lateral to drip tubing with riser to — — above grade installation. Area to Receive Dripline n I Netafim TLCV-09-18 3,771 I.f. 7 Techline Pressure Compensating Landscape Dripline with Check Valve. 0.9 GPH emitters at 18" O.C. Dripline laterals Q spaced at 18"apart, with emitters offset for triangular pattern. E B 17mm. z SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY [2fS 0 Irrigation Lateral Line: PVC Class 200 SDR 21 (Shrubs) 164.4 I.f. See irrigation detail. — — Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 597.7 I.f. PNDSCgpF W See irrigation detail. �O �PRR❑L� q�'�, L I Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 12.3 I.f. sco W See irrigation detail. � w LL F[09 'i D _ — — — — — — _ Signature Pipe Sleeve: PVC Schedule 40 254.1 I.f. 4-30-22 Standard pipe sleeve for irrigation pipe. Pipe sleeve shall be two `�'A Renewal Date C I times the diameter of pipe being sleeved. Irrigation mainline, 9TF Dat o```� z X Z I lateral lines, and wire shall all be in separate sleeves. OF C A\-\F W I O Z z valve callaut lY Valve Number Tf Valve Flow Z �r J Limit of Work Valve Size d = z1 IF F] Notes: NO. DESCRIPTION: DATE: U 1-The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. w 1 All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features. BACKGROUNDS 09/11/2019 I � - 2-All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field - DD PROGRESS 09/27/2019 — conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 1 -1 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any DD ISSUED FOR REVIEW 10/18/2019 LL discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. III 4-Any remote control irrigation valves located within the limits of work shall be removed and replaced with a - INITIAL CITY SUBMITTAL 12/16/2019 Hunter-ICY valve of the same size as what is being removed. See irrigation detail for further information. 1 COMMENT RESPONSES 06/22/2020 5-Any additional wire to be installed as need shall be placed in Sch. 40 electrical conduit. Size to be a minimum 2". I 2 DESIGN CHANGES 06/22/2020 6-Two (2) drip flush valve indicators shall be installed for each inline remote control drip irrigation valve at the furthest point on either end of the irrigation zone. Contractor shall mark in the field for review and approval by the Owner's Representative. 3 DESIGN CHANGES 07/24/2020 7- Prior to project completion and beginning of the maintenance period the Contractor shall provide as-built • drawings and updated controller charts and colored irrigation maps. 4 DESIGN CHANGES 11/06/2020 a. The maps at a minimum shall show zone numbering and areas each specific zone irrigation 8- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape 5 RE SUBMITTAL 12/11/2020 Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation 6 PLANNING APPLICATION 01/29/2021 Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance. 7 DESIGN CHANGES 3/8/2020 8 RESUBMITTAL 3/8/2020 MWELO Calculations Water Efficient Landscape Worksheet Use drop down menus or type in values in white cells only.Results appear in Yellow or Red highlighted cells below. Site Information roject Name 4 Forge Project Location Cupertino,CA Site Type� Commercial Allowed ETAF: 0.45 Annual Eto(inches/yr) 45.3 Hydrozone or Estimated Irrigation Irrigation Hydrozone Planting Plant Factor(PF) Method Efficiency(IE) ETAF(PF/IE) Area(sgft.) ETAF x Area Total Water Description Use(gal./yr.) Regular Landscape Areas Inline Drip 0.3 Low Drip 0.81 0.4 2,097 777 21,813 Parking Lot 0.4 Mod./Ave. Drip 0.81 0.5 200 99 2,774 Patio 0.1 Low Drip 0.81 0.1 224 28 777 Ferns 0.4 Mod./Ave. Drip 0.81 0.5 1,950 963 27,046 5 6 1 1 1 1 PROJECT NO: 19036_WA 8 1 1 1 1 SCALE: 1"=10' SUBTOTAL 4 4,471 1,866 52,410 Special Landscape Areas DRAWN BY: GM 9 1 0 0 — — 10 1 0 0 REVIEWED BY: TC 11 1 0 0 12 1 0 0 APPROVED BY: O SUBTOTAl 0 0 0 Estimated Total Water Use(ETWU) 52,410 Maximum Allowed Water Allowance MAWA 56,508 • — ETAF Calculations Notes: Regular Landscape Areas Due to proximity and size of existi ng trees landscape is bei ng Tot a I ETAF x Area 1,866 irrigated with inlindriptubing. Total Area 4,471 1 Average ETAF 0.42 Fern are under building overhand and in atrium. Do not receive di rect sun I ight Limit of Work AIILandscapeAreas Total ETAF x Area 1,866 *Adapted from California Code of Regulations Title 23,Division Total Area 4,471 Irrigation Plan - - - - Sitewide ETAF 0.42 2,Chapter2.7.Model Water Efficient Landscape ordinance 0 10 20 30 40 feet N O R T H Know what's below. � Call before you dig. 0 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, App val Body: Admin Hearing \ \ I NOTE TO CONTRACTOR: W O O D �°� App :)val Date 11/01/21 ARCHITECTURE Sign ture Erick Serrano \ \ Case Manager 1 . Contractor to protect all irrigation lines and 1512 W. Mineral King Ave. equipment in place. Existing controller, mainline, Visalia, Ca93291 \ I — valves and related equipment shall be reused for _ 559. 636. 3277 3277 559. 786. (c) (f) \ \ www.iwoodarchitecture.com landscape improvements. Contractor shall locate and verify working order PROJECT INFO: \ \ I of irrigation system prior to comencment of work. _ \ \ Any discrepancies in the irrigation system shall I \ \ be documented and reported the owners - FG01 fl I I I IJ I I I Ll l l l l l l l l n representative prior to groundbreaking. PHASE 2 I\ \ 3. Contractor shall install Rainbird (QKCHK100) 18922 FORGE DRIVE Connect lateral line to \ \ pressure regulating basket filters after each valve CUPERTINO, CA 95014 exisiting Irrigationin g g SITE KEY NTS \ \ assembly. Locate In same valve box as Remote adjacent planter, typ. I Control Valve. \ \ I \ \ CLIENT: \ I Irrigation Legend • I SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Pipe Transition Point above grade 24 Pipe transition point from PVC lateral to drip tubing with riser to above grade installation. Area to Receive Dripline Netafim TLCV-09-18 3,771 I.f. Techline Pressure Compensating Landscape Dripline with Check Valve. 0.9 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Irrigation Lateral Line: PVC Class 200 SDR 21 (Shrubs) 164.4 I.f. See irrigation detail. — — Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 597.7 I.f. NDSCgp � See irrigation detail. ��o GPRR❑L� ��cti Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 12.3 I.f. �� ' °s Vn See irrigation detail. co 0 J F- W Pipe Sleeve: PVC Schedule 40 254.1 I.f. Signature 4-30-2 Standard pipe sleeve for irrigation pipe. Pipe sleeve shall be two 'A Renewal Date I times the diameter of pipe being sleeved. Irrigation mainline, lateral lines, and wire shall all be in separate sleeves. (0)Fr' C P, �F Valve Callout Valve Number Valve Flow I �a Valve Size Notes: NO. DESCRIPTION: DATE: 1-The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or - D I architectural features. BACKGROUNDS 09/11/2019 2-All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field c7 I I conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to - DD PROGRESS 09/27/2019 z I verify all lengths, square footages, and amounts prior to bidding the project. 00. 000 OZ 00o Q I I 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any - DD ISSUED FOR REVIEW 10/18/2019 000 � I I discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. C7 I Z 4-Any remote control irrigation valves located within the limits of work shall be removed and replaced with a - INITIAL CITY SUBMITTAL 12/16/2019 I ° ITI Q z Hunter-ICV valve of the same size as what is being removed. See irrigation detail for further information. 0_ ° I• � 5-Any additional wire to be installed as need shall be placed in Sch. 40 electrical conduit. Size to be a 1 COMMENT RESPONSES 06/22/2020 w I minimum 2". 6-Two (2)drip flush valve indicators shall be installed for each inline remote control drip irrigation valve at the 2 DESIGN CHANGES 06/22/2020 furthest point on either end of the irrigation zone. Contractor shall mark in the field for review and approval by — — — I the Owner's Representative. 3 DESIGN CHANGES 07/24/2020 7- Prior to project completion and beginning of the maintenance period the Contractor shall provide as-built drawings and updated controller charts and colored irrigation maps. 4 DESIGN CHANGES 11/06/2020 a. The maps at a minimum shall show zone numbering and areas each specific zone irrigation 8- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape 5 RESUBMITTAL 12/11/2020 Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation 6 PLANNING APPLICATION 01/29/2021 Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance. 7 DESIGN CHANGES 3/8/2020 8 RESUBMITTAL 3/8/2020 LU o I I N o \� Oa � I � I PROJECT NO: 19036 WA r SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TC APPROVED BY: � I • I ® I I Irrigation Limit of Work Plan (D ONI 0 10 20 30 40 feet 11I -10' NORTH Know what's below. � Call before you dig. CLIENT PROJECT NO. TBD 9Community Development Department ARCHITECT: Planning Division-Cupertino C;UPER -NO APPROVED m Irrigation Legend Cas # ASA-2021-002, D Cas A=� � n3.• c ) -o'2�A 17W O O D z0mn �..r App vaI Body: AdminHearing NOTE TO CONTRACTOR: App val Date 11/01/21 . Sig ture Erick Serrano n m SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 7T r. ARCH I T E C T U RE �MMi Case Manager _ Contractor to find and . o A Pipe Transition Point above grade 24 1512 W. Mineral King Ave. Z GZ m Pipe transition point from PVC lateral to drip tubing with riser to 1 . Contractor to protect all irrigation lines and Visalia, Ca 93291 above grade installation. equipment in lace. Existingcontroller mainline verify working order of 559. 786. 9600 (c) p ' ' existing Irrigation valve — 559. 636. 3277(f) �ymm Area to Receive valves and related equipment shall be reused for - www.iwoodarchitecture.com 1 A= Netafim TLCV-09-18 3,771 I.f. for this irrigation zone. Contractor to find and Techline Pressure Compensating Landscape Dripline with landscape improvements. "Im Check Valve. 0.9 GPH emitters at 18" O.C. Dripline laterals verify working order of spaced at 18"apart, with emitters offset for triangular pattern. existing irrigation valve 17mm. 2. Contractor shall locate and verify working order I I PROJECT INFO: for this irrigation zone. g SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY of irrigation system prior to comencment of work. I Irrigation Lateral Line: PVC Class 200 SDR 21 (Shrubs) 164.4 I.f. Any discrepancies in the irrigation system shall See irrigation detail. be documented and reported the owners I I FG01 ILI — — Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 597.7 I.f. representative prior t0groundbreaking. I i PHASE 2 See irrigation detail. Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 12.3 I.f. I I 18922 FORGE DRIVE See irrigation detail. 3. Contractor shall install Rainbird (QKCHK100) i i CU PERTI NO, CA 95014 Pipe Sleeve: PVC Schedule 40 254.1 I.f. pressure regulating basket filters after each valve I I SITE KEY NTS Standard pipe sleeve for irrigation pipe. Pipe sleeve shall be two I I times the diameter of pipe being sleeved. Irrigation mainline, assembly. Locate in same valve box as Remote I I lateral lines, and wire shall all be in separate sleeves. Control Valve. I I Valve Callout Valv< N�,rr,r,<r CLIENT: Valve Flow e Valve Size II Notes: I 1-The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or I I I I architectural features. II II I I 2-All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to I I verify all lengths, square footages, and amounts prior to bidding the project. I I 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any I I discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. II 4-Any remote control irrigation valves located within the limits of work shall be removed and replaced with a I I Hunter-ICV valve of the same size as what is being removed. See irrigation detail for further information. I I I I 5-Any additional wire to be installed as need shall be placed in Sch. 40 electrical conduit. Size to be a I I minimum 2". I I II II I I 6-Two (2) drip flush valve indicators shall be installed for each inline remote control drip irrigation valve at the I I I I furthest point on either end of the irrigation zone. Contractor shall mark in the field for review and approval by I I the Owner's Representative. 7- Prior to project completion and beginning of the maintenance period the Contractor shall provide as-built I I drawings and updated controller charts and colored irrigation maps. �pNDSCApF I I a. The maps at a minimum shall show zone numbering and areas each specific zone irrigation O GPRROLL �cti o I I 8- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape _��,� co 0 Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the _J w -' I I irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to Signature the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation Limit Of Work 4-30-22 Contractor assumes any and all responsibility for changes to the work which must be done in order to meet A Renewal Date 9 I I . mpl_an�P- Dat \F p� 0 CA\ NO. DESCRIPTION: DATE: - BACKGROUNDS 09/11/2019 DD PROGRESS 09/27/2019 NO NO PARKING PARKING — - DD ISSUED FOR REVIEW 10/18/2019 - INITIAL CITY SUBMITTAL 12/16/2019 1 COMMENT RESPONSES 06/22/2020 • 2 DESIGN CHANGES 06/22/2020 . .� 3 DESIGN CHANGES 07/24/2020 4 DESIGN CHANGES 11/06/2020 L It Of Ork 5 RESUBMITTAL 12/11/2020 \ O / 6 PLANNING APPLICATION 01/29/2021 7 DESIGN CHANGES 3/8/2020 / 8 RESUBMITTAL 3/8/2020 C1J O PROJECT NO: 19036 WA SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TC APPROVED BY: C� O Irrigation Plan 0 10 20 30 40 feet 1" =10' NORTH Know what's below. � Call before you dig. Ll 2 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-Cupertino CUPS RTINO APPROVED Cas # ASA-2021-002, � > GENERAL IRRIGATION NOTES Pavement. Circular valve W O O D App val Body: Admin Hearing box with locking lid. Finished grade. App val Date 11/01/21 Pavement. 1. Existing utilities- information on the drawings relating to existing utility lines and services Water proof wire connectors. 24" min. 24"min. ARCH I T E C T U RE Sig ture Erick Serrano from the best sources available. All such information is furnished only for information and is Case Manager not guaranteed. The Contractor shall excavate test pits as required to determine the exact Controller wires with 24"min. expansion 1512 W. Mineral King Ave. location of existing utilities. curls. Visalia, Ca 93291 • ' ... . ' 559. 786. 9600 (c) Call utility locating service for precise utility locations before beginning of any work. 811, DIG •' a' :.•< 559. 636. 3277(f) ALERT. Finished grade. - d ° °' www.iwoodarchitecture.com 2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below shall o be contacted. %$'welded wire mesh. co co > - Gas Company CL -Telephone Company - Electrical Power Company Four(4)4" x 8" bricks. Q _ PROJECT INFO: - Cable Television Company -Water Supply Company �° = �\ 0 Direct burial (low voltage) ° `-' CD F G 01 The California Public Utilities Commission mandates that in, in the interest of public safety, irrigation controller wires. main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the gas company's headquarters planning I IT Non-pressurized line(lateral line). PHASE 2 office 48 hours prior to the start of construction. 3. Contractor shall be responsible for making himself familiar with all underground utilities, 7111UDirect burial low voltage 18922 FORGE DRIVE pipes, and structures. Contractor shall take sole responsibility for any cost incurred due to Note: control wires. Detectable locator tape. C U P E RT I N O CA 95014 damage of said utilities. 1-Valve boxes shall be located in planting areas. NOTES: 4. Irrigation piping and related equipment are drawn diagrammatically. Scaled dimensions are 2-Splices shall only be made at electrical pull boxes. 1-See irrigation legend for mainline and lateral line pipe size and type. approximate only. Before proceeding with work, carefully check and verify dimensions and immediately notify the Owner's Representative of discrepancies between the drawings or 3-Low voltage wires under roadways must be in continuous conduit with 90° Sch.40 PVC sweeps terminating in pull boxes. 2- Direct burial control wires shall be installed in Sch.40 PVC electrical conduit if required. Pressurized line(mainline). specifications and the actual conditions. Although sites and locations of plants and or irrigation 4-All wire connections shall be made using DBR/Y-6 connectors or approved equal. 3-2-wire irrigation wire shall be installed in 1-1/2"Sch.40 PVC electrical conduit. MONF- equipment are drawn to scale wherever possible, it is not within the scope of the drawings to CLIENT: show all necessary offsets, obstructions, or site conditions. The Contractor shall be 5-Valve box shall be wrapped with minimum 3 mil.thick plastic and secure it using duct tape or electrical tape. 4-Detectable locator tape shall be located six inches(6")above the entire mainline run. responsible to install the work in such a manner that it will be in conformance to site conditions, complete, and in good working order. 4 SPLICE BOX 1 IRRIGATION TRENCHING 5. The Contractor shall obtain and pay for all permits related to this section of the work unless P-CO-1 9036WA-22 P-CO-19036_WA-20 previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation of conduct of the work as Pavement. drawn and specified. If the contractor observes that a conflict exist between permit Rectangular valve box with locking lid. requirements and the work outlined in the contract documents, the Contractor shall promptly Base rock. notify the Owner's Representative in writing including a description of any necessary changes Plastic tag with valve station number ID. and changes to the contract price resulting from changes in the work. Remote control irrigation valve. (See c .'•• da d° •'d •• .• '.• aJ , •e. :, d 6. Wherever references are made to standards or coded in accordance with which works is to irrigation plans for size and model). Pavement. A • • be performed or tested, the edition or revision of the standards and codes current on the 24"min. effective date of this contract shall apply, unless expressly set forth. Controller wires with 12" min. expansion curls. 7. In case of conflict among any referenced standards or codes or between any referenced ° standards and codes and the specifications, the more restrictive standard shall apply or Finished grade. Owner's Representative shall determine which shall govern. 001fl Clean backfill, 95% relative compaction 8. Comply with the requirements for the California code of Regulation title 23 waters, division v Sch. 80 PVC tru-union q under paving or per civil engineer's plans. 2 department of water resources chapter 2.7 model water efficient landscape ordinance, ball valve. 492.3 water efficient landscape worksheet, 492.7 irrigation design plan and irrigation Sch. 80 PVC male adapter. Sch.40 PVC 90° elbow. - scheduling. s „ a. Where the requirements of specification section Irrigation are more stringent than Sch. 80 PVC male union. /$ welded wire mesh. q p g g Control wires, sleeve under paving. Install the California code, the more stringent requirements shall prevail. Valve wire. Sch.40 PVC pipe. adjacent to pressurized mainline. Bundle Four(4)4"x 8"bricks. ZV�� . ' shall be no more than 50%of pipe diameter. 9. The Contractor shall adequately protect the work, adjacent property, and the public, and Sch.40 or 80 PVC tee or elbow. (See 00 �PND777�:7,�, shall be responsible for an damages or injury due to the Contractor's actions. Common wires. Mainline, sleeve under paving to be two p y g 1 y irrigation plan mainline size and type). �, Mainline. (See irrigation plans for size times the diameter of the pressurized =� G �° y� and type). mainline pipe. <v 10. The Contractor shall be responsible for any coordination with subcontractors as requiring �� 1 to accomplish the irrigation installation operations. Three inch (3")thick layer of pea gravel. w Note: Non-pressurized line, sleeve under paving to 1-Common wire and controller wire shall be direct burial 14 AWG or larger. Color: Common white controller wire for turf blue and controller wire for shrubs Signature 11. It is the responsibility of the Contractor to be aware of all surface and sub - surface g ( )' (blue), be two times the diameter of the lateral line. 4-30-22 conditions, and to notify the Owners Representative, in writing, of any circumstances that (red). ":':':':':':':':':' 'A Renewal Date would negatively impact the installation of the work. Do not proceed with work until ........... .. B 2-All wire runs shall be continuous without any splices unless approved by the Owner's Representative. See splice box detail.Wire connections shall be made •..... •• F Dat F O unsatisfactory conditions have been corrected. using DBR/Y-6 connectors or approved equal. �F C A\_ Notes: 12. Before final acceptance of work, the Contractor shall provide a record set of drawing 3-Valve box shall be wrapped with min. 3 mil thick plastic and secured using duct tape or electrical tape. 1-See irrigation legend for mainline size and type. showing the irrigation system works as built. The drawings shall be transmitted to the Owner's Representative in paper format and as a pdf file of each document on compact disk or flash 4-Mainlines 4"or larger shall use saddles at the connection points to the irrigation valve. (See specifications for irrigations saddles). 2-All sleeves shall be Sch.40 PVC pipe. drive. The drawing shall include all of the information on the original document and revised to reflect all changes in the work. See specification section Irrigation for further information. 5-All Sch. 80 PVC to Sch.40 PVC threaded connections shall be made using teflon tape. 3-All sleeves shall extend 12" beyond the edge of pavement. NO. DESCRIPTION: DATE: 6-Valve boxes shall be located in planting areas. 4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall run continuously from the end of the sleeve to finished grade. 13. Contractor shall prepare and deliver to the Owner's Representative within ten calendar days prior to completion of construction, two 3 - ring binders, of Operation & Maintenance 5 REMOTE CONTROL VALVE 2 PIPE AT PAVEMENT - BACKGROUNDS 09/11/2019 manuals. See specification section Irrigation for further information. P-CO-1 9036WA-23 P-CO-19036_WA-19 14. Existing trees shall be protected and cared for as required in the details and - DD PROGRESS 09/27/2019 specifications. PLAN VIEW Round locking o Q 15. The Owner's Representative shall be informed of the progress of the work so the work valve box. C #1 Pavement, #2 #3 #4 #5 - DD ISSUED FOR REVIEW 10/18/2019 may be observed at the following key times in the construction process. The Owner's wall,or Representative shall be afforded sufficient time to schedule visit to the site. Failure of the building. Owner's Representative to make field observations shall not relive the Contractor from r Basket filter/pressure - INITIAL CITY SUBMITTAL 12/16/2019 regulator. See irrigation fJ meeting all the requirements in the plans, details and specifications. 0 n a. Pre - Construction meetin legend for make and cn Circular g model#. < D valve box 1 COMMENT RESPONSES 06/22/2020 b. Trenching and sleeving review. c. Pressure mainline test. Circular (6" D) d. Adjustment and coverage test. Finished grade. ao valve box e. Pre - maintenance observation. < (10"D) 2 DESIGN CHANGES 06/22/2020 f. Final site observation and acceptance. Standard Standard rectangular rectangular 16. If the work fails to pass inspection, any subsequent inspections must be rescheduled as 1"Sch. 80 threaded valve box valve box 3 DESIGN CHANGES 07/24/2020 required in the specifications. The cost to the Owner for additional inspections will be charged union. 18"x 12"x 12") (18"x 12"x 24") to the Contractor at the prevailing hourly rate of the inspector. 4 DESIGN CHANGES 11/06/2020 17. Contractor shall include in the bid continued maintenance warrant period oft year after 1"Sch. 80 male Jumbo rectangular (warranty) p y valve box completion of construction and acceptance of the project by the Owner's Representative. adapter. (22"x 16"x 12") 5 RESUBMITTAL 12/11/2020 18. Pipe sizes shall conform to those shown on the plans with no smaller substitutions. Larger to the remoteteral ln control e pipeM a�e`��e °��°��et e��ra�\ God°� EXAMPLE size pipe substitutions may be approved. irrigation valve. .r1 c, pe go �,�d 6 PLANNING APPLICATION 01/29/2021 See irrigation plans for o 0 0 I,= 0 Identification Guide Potable water system on Controller'A', Remote control valve 19. After completion and prior to the installation of any terminal fittings, the entire pipeline pipe size. o00 ♦ ostation#3.0 0 7 DESIGN CHANGES 3/8/2020 system shall be thoroughly flushed to remove dirt, debris, and other material. 0 � � PW A MV #2 Green Master valve Notes: 4"x 8"bricks. o PW A FS #2 Green Flow sensor 20. Contractor shall verify existing water pressure prior to installation. Any difference between o�v �w�v �w�v �w�v �w PW A HM #2 Green Hydrometer 1-Valve box# 1 thru#4 shall have stainless steel locking Three inch thick C�GB C�GB C�GB hardware. 8 RESUBMITTAL 3/8/2020 the pressure indicated on the plans and that at the actual point of connection shall be brought a � � PW A BV #2 Green Ball valve 3"or less (3")pea gravel. 0 0 0 g$0 0 to the attention of the Owner's Representative immediately. Oo Oo Oo Oo 7 PW A BV # 1 Green Ball valve 4"or more 2-Valve boxes shall be labeled by hot iron branding or aluminum I ' PW A GV #2 Green Gate valve asphaltic base water proof paint. III IL-1i1 3-Locate valve assemblies in planting area. 21. A 120 volt electrical power outlet at the irrigation controller location shall be provided by a stainless steel mesh. PW A ARV #2 Green Air release valve 4-Valve locations shall be approved by the Owner's Representative the Contractor. It shall be the responsibility of the Contractor to make the final hook up from PW A QCV #4 Green Quick coupler valve prior to installation. Notes: the electrical outlet to the irrigation controller. PW A RCV #2 Green Remote control valve 5-Valve boxes shall be centered above valve assemblies to 1-Contractor shall threaded fittings with no more than two(2)wraps of teflon tape or monster tape. PW A MS #2 Green Moisture sensor facilitate access and maintenance. 2-Prior to the installation of the drip filter/pressure regulator,the Contractor shall flush the lines a minimum of two(2)times to remove all glue,tape PW A GR #5 Green Grounding rod 6-Valve boxes shall be flush with finished grade. 22. Irrigation between the hours of 10:00 pm and 6:00 am only. Watering outside this time g and/or debris from the mainline and lateral lines. PW A SB #4 Green Splice box 7-Valve boxes shall be set parallel to each other and perpendicular frame must be done manually with qualified supervisory personnel on-site. No system shall be 3- After the installation of the drip filter/pressure regulator,the Contractor shall cap all lateral lines downstream of the filter and pressurize the irrigation p p p p left unattended during use outside the normal schedule. system and verify there are no leaks or breaks. PW A FC #2 Green Future connection to the edge of pavement. PW A SA #3 Green Surge Arrestor 8-See other irrigation details for further information. 23.The irrigation plans have designed in accordance with the state model water efficient 1 " BASKET DRIP FILTER/PRESSURE REGULATOR 3 VALVE BOX LAYOUT landscape ordinance (MWELO). It is the Contractors responsibility to adhere to the requirements and regulations of that ordinance during the installation of the landscape design P-CO-19036_WA-18 P-CO-19036_WA-21 plan. During the installation of the irrigation design plans, any portion which comes into conflict with MWELO shall be brought to the attention of the Owner/Owner's Representative. In the event that notification does not take place, the Contractor assumes responsibility for all necessary changes and work in order to meet compliance. PROJECT NO: 19036 WA SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TC sf� APPROVED BY: Irrigation Details /0000 CLIENT PROJECT NO. TBD Community Development Department TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL(FEET) ARCHITECT: Planning Division-Cupertino Irrigation mainline. DRIPPER SPACING 12" 18" 24" CU PE R_ NO APPROVED Remote control irrigation valve, DRIPPER FLOW 0.26 0.4 0.6 0.9 0.26 0.4 0.6 0.9 0.6 0.9 pressure regulator/filter. � 15 127 109 86 65 177 151 120 91 152 116 Cas # A A-2021-002, I RATE(GPH) A W O O D App Val Body: Admin Hearing co 25 427 325 256 194 604 459 361 274 458 348 App 3val Date 11/01/21 J a T46 409 322 244 763 579 456 346 580 440 ARCH I T E C T U RE Sign ture Erick Serrano I Case Manager Lateral line from the remote Z a469 369 280 877 664 523 397 666 506 control irrigation valve. See irrigation TECHLINE FLOW PER 100 FEET 1512 W. Mineral King Ave. plans for pipe size. I Visalia, Ca 93291 DRIPPER 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER c9600 Sch.40 PVC supply header. SPACING 559. 786. _ _ _ _ ( ) See header sizing chart for 6"typ. GPH GPM GPH GPM GPH GPM GPH GPM 559. 636. 3277(f) further information. 12 26.40 0.44 40.00 0.67 61.00 1.02 92.00 1.53 www.iwoodarchitecture.com _ 181, 17.58 0.29 26.67 0.44 41.00 0.68 61.00 1.02 Inline drip tubing with check I 24" N/A N/A N/A N/A 31.00 0.51 1 6.00 0.77 valve. See irrigation legend X co co - for emitter size and spacing. co m SUPPLY AND EXHAUST HEADER SIZING CHART(UNLESS NOTED ON PLANS) L 0) 6"typ. 'y I STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. PROJECT INFO. 1r STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. co O STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART "TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF 100 U I FEET FOR THE TOTAL GPM AT THIS HEADER. II II N C 6" � � STEP 4: SIZE THE HEADER WITH THE FOLLOWING: 1 TO 6 GPM: 1"HEADER. 6 TO 10 GPM: 1"HEADER. 12"O.C. I 10 TO 20 GPM: 1 1/2"HEADER. 20 TO 30 GPM: 1 1/2"HEADER. typ. TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME F G 01 Blank drip tubing header around the TURF SHRUB&GROUND COVER edge of tree root ball CLAY LOAM SANDY CLAY LOAM SANDY PHASE 2 I6"typ. DIPPER FLOW(GPH) 0.26 0.4 0.6 0.26 0.4 0.6 DRIPPER INTERVAL 18 12 12. 18 18 12 18922 FORGE DRIVE g plans See irri ation 12 o.c. typ. I LATERAL ROW SPACING 18-22 18-22 12-16 18"-24" 18"-24" 16-20 JOT 9 for tree irrigation. (ROW) - - APPLICATION RATE(IN/HR) .19-0'15 .43-.35 .96-.72 .19-.21 .29-.21 .72-.58 C U P E RT I N O, CA 95014 F END FEED EXAMPLE TIME TO APPLY 1/4" 79-100 35-43 16-21 79-107 1 52-71 21-26 II I I I I Notes: F�i I Drip indicator&flush valve. See irrigation legend for Edge of pavement. - Drip tubing stakes shall be installed 24"o.c. spaced equidistant between make and model. See irrigation plan for location. each emitter. Staples shall be installed at all Tees and Elbows. See irrigation detail for further information. - Drip tubing stakes shall be 9" PVC coated galvainzed. GPH Model# END FEED EXAMPLE GDTS130900. CLIENT: F - Drip tubing located on slopes greater than 10% shall have drip shut off valves installed on grade at the lowest three(3)drip laterals. For sub-surface 1 I N LI N E DRIP LAYOUT drip shut off valves shall be located in a 6" round valve box. 3/4"= 1'-0" P-CO-19036 WA-17 Finished grade. Air/vacuum relief valve. Locate 1"Sch.40 PVC tee or approximately 12" past the last 90' elbow. drip ring and place in a 6" round m valve box with locking lid. 1"x 4 threaded reducer. C c � Last ring shall wrap±6"outside of the a" MIPT x 17 mm male o .� edge of the root ball. barb adapter fitting. Two(2)required for tee fitting and one(1)for IT= Inline drip tubing. See irrigation 90' elbow. for make, model and emission rate. Inline drip tubing with 6"drip staple. internal emitters and check valves. See Drip shut off valve. irrigation legend for emitter size and spacing. Sch.40 to drip connector. TF 9" PVC coated wire o ' Sch.40 PVC Tee or 90' elbow. stake. Install 12"o.c. c •� 2) a, p�1DSCApF Lateral line irrigation. (See irrigation N = �O �PRR❑L� qA�, plans for sizing). 1" PVC pipe. �_� G �° �!A J �O o � H- w Sch.40 PVC Signature S x S x S tee or elbow. J, 4-30-22 '. Renewal Date Tr Drip tubing supply or of C A�\F o discharge header. PVC Notes: lateral line pipe. 1-Contractor shall flush out each PVC line prior to Minimum size 1-1/2". connecting drip tubing. 2-Drip tubing connection required for all connections between drip tubing and PVC headers. 2- For connections at end runs of tubing use a 90' ELL fitting and one(1)adapter for connection. Air/vacuum relief valve. Locate 3-For connection in the middle of runs of tubing use NO. DESCRIPTION: DATE: approximately 12" past the last a tee fitting and two(2)adapter fittings for the drip ring and place in a round DRIP TUBING CONNECTION connection. valve box with locking lid. _ BACKGROUNDS 09/11/2019 iv ^ P-CO-19036_WA-15 DD PROGRESS 09/27/2019 Pop-up drip indicator head with an orange GPH Irrigation drip flush nozzle. Model#GDFN. DD ISSUED FOR REVIEW 10/18/2019 - Nozzle to remain in the closed 6"drip staple. position during system operation and opened for flushing of the - INITIAL CITY SUBMITTAL 12/16/2019 system. Flushing shall be ® directed into planting areas. Last ring shall wrap±6"outside of the Top of pop up set at 1 COMMENT RESPONSES 06/22/2020 edge of the root ball. finish grade. Edge of root ball. Rainbird 12" pop up spray head. 2 DESIGN CHANGES 06/22/2020 Model# 1812- AM-PR . typ• Inline drip tubing. See irrigation 3 DESIGN CHANGES 07/24/2020 for make, model and emission rate. Finish grade. Drip shut of valve. 4 DESIGN CHANGES 11/06/2020 Sch.40 PVC Tee or 90' elbow. Subsurface drip tubing. See detail. - - __ 5 RESUBMITTAL 12/11/2020 Lateral line irrigation. (See irrigation - Drip connection assembly. See drip tubing plans for sizing). __= connection detail. Sch. 40 PVC tee or elbow. 6 PLANNING APPLICATION 01/29/2021 Notes: PLAN VIEW Lateral irrigation line. (See irrigation plans for size and 7 DESIGN CHANGES 3/8/2020 1-The approximate length of drip tubing for each box size are as follows. type). a. 36"box-36 linear foot of inline drip tubing at 12"o.c. (Min/max flow per tree= .24 gpm/.54 gpm) b. 48"box-48 linear feet of inline drip tubing at 12"o.c. (Min/max flow per tree= .32 gpm/.72 gpm) Hunter Z"x 12"swing joint. c. 60"box-60 linear feet of inline drip tubing at 12"o.c. (Min/max flow per tree= .40 gpm/.90 gpm) 8 RESUBMITTAL 3/8/2020 d. 72"box-72 linear feet of inline drip tubing at 18"o.c. (Min/max flow per tree= .48 gpm/ 1.08 gpm) Note: e. 84"box-84 linear feet of inline drip tubing at 12"o.c.(Min/max flow per tree= .56 gpm/ 1.26 gpm) 1- Install 12"off any adjacent pavement in f. 96"box-96 linear feet of inline drip tubing at 12"o.c. (Min/max flow per tree= .64 gpm/ 1.44 gpm) planting areas. g. 108"box- 108 linear feet of inline drip tubing at 12"o.c. (Min/max flow per tree= .72 gpm/ 1.62 gpm) h. 120" box- 120 linear feet of inline drip tubing at 12"o.c(Min/max flow per tree= .80 gpm/ 1.80 gpm) 2-Contractor shall settle soil around the pop i. 132"box- 132 linear feet of inline drip tubing at 12"o.c. (Min/max flow per tree= .88 gpm/1.98 gpm up after installation. j. 144" box- 144 linear feet of inline drip tubing at 12"o.c. (Min/max flow per tree= .96 gpm/2.16 gpm) 2-Drip tubing shall be staked at twenty-four inches(24")on center. 3-All pop up spray heads shall have check 3-Drip tree ring shall be flushed two(2)times or until water leaving the tubing is clear. Flush/air relief valves and staples will be installed afterwards. valves. 4-Vacuum/air relief valve shall be installed twelve inches(12")past the last drip ring at the highest elevation of the surrounding finished grade. 4-All Sch.40 PVC to Sch. 80 PVC 4 DRIP TREE RING WITH EMITTER SPACING AT 12" O.C. 3 DRIP FLUSH INDICATOR connections shall be made using teflon tape. 3/4"= 1'-0" P-CO-19036 WA-14 P-CO-19036 WA-16 PROJECT NO: 19036 WA SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TC APPROVED BY: Irrigation Details *4� /0000 L � l 4 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, — — — — — T App val Body: Admin Hearing f' W O O D App val Date 11/01/21 ARCHITECTURE Sig ture Erick Serrano Case Manager I re e Le e n � 1512 W. Mineral King Ave. g Visalia, Ca 93291 559. 786. 9600 (c) ---- - — 559. 636. 3277(f) TREES BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY www.iwoodarchitecture.com I PROJECT INFO: • Ficus macrophylla Moreton Bay Fig 36"box Evergreen Specimen Tree Medium Standard No 2 — I (l 1 1 1 IJ I I I LI I I I11 I I fl FG01 PHASE 2 --�•"' 18922 FORGE DRIVE U I :a=k' CUPERTINO, CA 95014 SITE KEY NTS /� _:.�_ • Plat nus racemosa 'Roberts' Roberts Western Sycamore 36"box Deciduous Accent Tree Low Standard Yes 2 CLIENT: U 00 r' J Platanus r emosa Roberts-Existing Relocated Tree 36 box Deciduous Accent Tree Low Standard Yes 1 In �•a..:e.a; a.::e.a; a.::e.a; 'a•.;• ••Via'.;?.a.•'_a•.�. 10 . 1 =a??.a. a� a� �C7 Z ).;; ).;; ).;; ).:. Zi•' i•' i•' �.. '•.k. .•.;j••k•.••.;j••k•.••.;z •'k� U 1 =.':k. ..:::'k •.:::'k •.:: :'k :::'k • ;-:'�- o�c dos IL I :o?•�•e•:o?•�•e•:o?•�•e• ,a?,• :.as,?�•..as,• CJ co Cn ;.:../. ;.:../ i,•. /,•.;;,:./, Signature F- 9 w P9 < Materials Legend J'A Renewal Date T. z CAS\ z k. a k. a k. a. k• k. k. F Dat F O� SITE FURNISHINGS Z SYMBOL DESCRIPTION QTY DETAIL z '. • '. • S-101 Kornegay Larkspur Planter LS-30. Size: 30"tall x 48" dia. Color: Davis 2 s ,. _ s ,. _ s ,. _ s ,. _ Colors: Outback. Drainage: No Drainage Hole. Exterior Finish: :'•k. .a.:.k. . a :'.k. . a k. . a .k. . a '.k. Limit of Work J /•;• :J. %• / .-: J.;•:►• .J. Sandblast. Interior Finish: Bituminuos Sealer. Note: Contractor to install I�1 < Z1 IF F] .; NO. DESCRIPTION: DATE: d Z: O :a.;- a'.; :a'.; 3 perferated observation pipe & 6 layer of 3/8 peagravel in bottom of v `: k '.'•;`: k.'.'•;`: k.'.',;` k.;•.;-: k=.'•'.;-: k" planter. Cap observation pipe with black NDS drain cap. W a: ':k: . ;= +�•:,:;�+�.:,:;s+�.:,:;s •'• �; •:il:; •', BARK MULCH BACKGROUNDS 09/11/2019 ,•:J. ,•:J. ,•:J '• J. ;.:-J. SYMBOL DESCRIPTION QTY DETAIL • '' a�'s.a.':a�'s.a.':a�'s.a.':a''s.a.':a�'s.a.':a''s.a.� :os' .'a�'�.a•'::aj' " '' :;: _ .:;: _ .:;: _ .:;: _ .:;: _ .:;: _ : •: :f:'_ •: - DD PROGRESS 09/27/2019 ��//\/�I�J\//fir •'k•;;,.�:/ .'k','.,;::'k','.,;::'k','.,;::'k','.,;::'k','.,;::'k','.,;: .•'k' '•,;•:•'R','•,;•:•'k' TG-01 4"thick layer of Landscape Mulch. Type: Redwood Chip Mulch. 5,657 sf I •a % :s ,.J:s ,.J:s ,.J:s •'J:s ,.J:s ,.J /.'•_• .J.•• •J. + a: Contractor to provide material samples for approval prior to instalation. • a 's.a.':a 's.a.':a 's.a.':a 's.a.':a 's.a. DD ISSUED FOR REVIEW 10/18/2019 ''k• '�:/ ••k'. •.a•'.'k', .•a.'.'k', .•a.'.'k', .•a.'.'k', .•a.'.'k', .•a. .•'k'„•. a..'k",:•a..'k",:•a..'k" :•a..'k',:•a.. "• ' J. J. J. J. J. J ''•'' J.•• J. J. J. TG-02 18" linear root barriers shall be installed within eight feet(8')of any 96 If pavement. Linear root barriers shall be by Deep Root model number 18-2. Install per manufactuer's specifications and recommendations. See - INITIAL CITY SUBMITTAL 12/16/2019 detail. TG-04 3"thick layer of 3/8" crushed Rock Mulch. Color: Dark Grey. Contractor sf 1 COMMENT RESPONSES 06/22/2020 .'''r.':a.'''r.':a.'''r.':a.'''r.':a.'''r.':a.'''r.' to provide material samples for approval .'a''�.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.:'a•'�. a •. a •. a •. a ,. a ,. 'k' .•.;:.'k' ••.;:.'k' ••.;:.'k' ••.;:.'k' ••.;:.'k' ••.;:.'k' ••.;:.'k' ••.;••'k' '.,;:.•'k' .•.;:. a.. a.. Notes: 2 DESIGN CHANGES 06/22/2020 1 - Graphic quantities take precedence over written quantities .'a•'�.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.::a:•o.a.� '•o.a.'.a''�.a.� 9•o.a.'.a'•�.a.'.a'•�. . _ "'. = "'. _ "'. = "'. - "'. = "'. = "'. = . 1:= ' '. 2 -All trees shall be of qualityas prescribed in the details and specifications. 'k', .'k' ;::'k' :.'k' ..;::'k' ;:. k'. •.;•:'k', ..;.:'k', ..;.:'k', .• :'k' p a" - Any tree not meeting such requirements shall be removed from the site and 3 DESIGN CHANGES 07/24/2020 a9'?.a• •:r:'- •.r:'= , replaced at no cost to the owner. 3 -Trees shall not be planted within: I a9�.a•:a9�.a•:a9�.a•:a9 a: a. 6'-0" of drive approaches 4 DESIGN CHANGES 11/06/2020 k r'.; k.'•'.;': k.r•'.;': k,�.' b. 6'-0"of sewer lines c. 6'-0"of water lines d. 10'-0" of fire hydrants 5 RESUBMITTAL 12/11/2020 ,:;.. ,.;.. ,.;.. , ;.•. e. 10-0 of light standards 4 -All quantities and amounts shown on the plans are best estimates for the.'a•'?•a•.•a•'?•a•.'a•'?•a•.•a•'?• Fn A••, 6 PLANNING APPLICATION 01/29/2021 '.•'k'r.•,;:.•'k',r.•,;:.•'k',r.•,;:.•'k',r.•,;- 1 benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 7 DESIGN CHANGES 3/8/2020 a.::a9•o.a.::a9•o.a•' /. ;..../.; .;..../ 8 RESUBMITTAL 3/8/2020 a.::a9•o.a.::a9•o.a•' S-101 a9''s.a.:•a9•s.a•' 9•0.a.::a9•s.a•' I a.':a.'s.a•.:a�. y PROJECT NO: 19036_WA .a.::a:•r.a.::a.•r.a.::,.•n.a.::a.•n.a.::a.•.� SCALE: 1"=10' a••.k. .•' •.k. .• a,•,k. .• a,•,k. .• a,•,k. .• a,•,k. .• a,•,k. :_. J:_'= _s.= J:s.: J:s.: J:s.: J:s.: J•s'=% DRAWN BY: GM o�•'a.a.::a.•r.a.::a.•r.a. a.•r.a.::a.•r.a.::a.•r.a•::a•'s.a•::a•'s.a•;'a•'s REVIEWED BY: TC , �,• •s j•• •s j•• •s �•• •s � •s �•• s �•• s �•• s �•• s �,• , a.::a' APPROVED BY: 1 - - Limit of Work - - - Tree & Groundcover Plan - 0 10 20 30 40 feet N O R T H Know what's below. Call before you dig. CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, W O O D App val Body: Admin Hearing Ap val Date 11/01/21 \ \ I Tree Legend ` �� p ARCH ITETORE Sig ture Erick Serrano \ \ Case Manager 1512 W. Mineral King Ave. TREES BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY Visalia, Ca 93291 559. 786. 9600 (c) www.iwoodarchitecture.com ww wooda chitecture.com \ \ • Ficus macrophylla Moreton Bay Fig 36"box Evergreen Specimen Tree Medium Standard No 2 \ \ I PROJECT INFO: \ \ 1 \ \ fl I I IJ I I I Ll l l 111 1 1 1 fl - FG01 \ \ I PHASE 2 \ \ I 18922 FORGE DRIVE \ \ • Plat nus racemosa 'Roberts' Roberts Western Sycamore 36"box Deciduous Accent Tree Low Standard Yes 2 C U P E RT I N O, CA 95014 \ \ I SITE KEY NTS \ \ I \ \ CLIENT: \ \ I I I 1 •'.•.k a./.k-, ,�./.k•, �,/: I Platanus r emosa Robe rts'Existi ng Relocated Tree 36"box Deciduous Accent Tree Low Standard Yes 1 s �.• .sAl -1 ••'k'i••.aj.•'k'i -- a',' �I a. �O �PRR LLF Materials Legend ��=o�G ��sVn V -S Ci co n F— W Signature SITE FURNISHINGS 4-30-22 T 9 Renewal Date SYMBOL DESCRIPTION QTY DETAIL T �� c� Dat F O S-101 Kornegay Larkspur Planter LS-30. Size: 30"tall x 48" dia. Color: Davis 2 OF- C P, Colors: Outback. Drainage: No Drainage Hole. Exterior Finish: s., r.• s.,• .• A. Sandblast. Interior Finish: Bituminuos Sealer. Note: Contractor to install 3" perferated observation pipe &6" layer of 3/8" peagravel in bottom of planter. Cap observation pipe with black NDS drain cap. BARK MULCH .'k' •,�:.'k', =.'k' NO. DESCRIPTION: DATE: SYMBOL DESCRIPTION QTY DETAIL 4"thick layer of Landscape Mulch. Type: Redwood Chip Mulch. 5,657 sf - BACKGROUNDS 09/11/2019 Contractor to provide material samples for approval prior to instalation. •-•. '•. �••.• •. •'• c7 I I TG-02 18" linear root barriers shall be installed within eight feet (8')of any 96 If DD PROGRESS 09/27/2019 Z I pavement. Linear root barriers shall be by Deep Root model number 00000 O I I 18-2. Install per manufactuer s specifications and recommendations. See detail. - DD ISSUED FOR REVIEW 10/18/2019 /=a'•'r cD I I TG-04 3"thick layer of 3/8" crushed Rock Mulch. Color: Dark Grey. Contractor sf •'s•.a• •'s, 0 Z _''•.:y:'_''•.:, _''.: —U, to provide material samples for approval - INITIAL CITY SUBMITTAL 12/16/2019 •'k• '•.�:.•.k. •:•.k. } r. .a. o Z -•a•••s.a.;a.'•s•. ;•a.'•• = O Notes: 'k'r.',;�:'k',r. :'k'r.',;�:'k',r.•,��'.'k 0 �• C) I I 1 - Graphic quantities take precedence overwritten quantities 1 COMMENT RESPONSES 06/22/2020 w 2 -All trees shall be of quality as prescribed in the details and specifications. Any tree not meeting such requirements shall be removed from the site and 2 DESIGN CHANGES 06/22/2020 :;: ••/ ;•'..i :;: ••/ replaced at no cost to the owner. .a •?.a• a••?• a••?.a• a••?.a• a• 3 -Trees shall not be planted within: :,:'k'r'••`;:'k',r. ;:'k',r.•,�;;:'k',r.•,�;;: � I I a. 6'-0"of drive approaches •a,5's,a. •,a5's,a•;•a?•s,o• I I b. 6;-0;;of sewer lines 3 DESIGN CHANGES 07/24/2020 c. 6-0 of water lines d. 10'-0" of fire hydrants 4 DESIGN CHANGES 11/06/2020 e. 10'-0"of light standards 4 -All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is 5 RESUBMITTAL 12/11/2020 shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. :a •?•�' �a�•?•-' a'•?.- 6 PLANNING APPLICATION 01/29/2021 7 DESIGN CHANGES 3/8/2020 :••k' . ;::••k' . ;::••k' . 8 RESUBMITTAL 3/8/2020 'k' a..'k'. •a...g. w /-: •.a''o.a.;as'�.a. O s. ;. .s. Z \ I \ PROJECT NO: 19036 WA TG 04 SCALE: 1"=10' S-101 / DRAWN BY: GM REVIEWED BY: TC / I APPROVED BY: / I / / / I Limit of Work Tree & Groundcover Plan � I ocl 0 10 20 30 40 feet 11I -10' NORTH Know what's below. � Call before you dig. Ll 6 CLIENT PROJECT NO. TBD 9Community Development Department ARCHITECT: Planning Division A -C� upertino `Cas # ASA-2021-002, Tree Legend Materials Legend App val Body: Admin Hearing W O O D App val Date 11/01/21 TREES BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY SITE FURNISHINGS ' ' ARCH I T E C T U RE Sig ture Erick Serrano SYMBOL DESCRIPTION QTY DETAIL Case Manager S-101 Kornegay Larkspur Planter LS-30. Size: 30"tall x 48" dia. Color: Davis 2 Visa W. Mineral King Ave. Visalia, Ca 93291 Colors: Outback. Drainage: No Drainage Hole. Exterior Finish: 1 559. 786. 9600 (c) 2 Sandblast. Interior Finish: Bituminuos Sealer. Note: Contractor to install = 559. 636. 3277(f) • Ficus macrophylla Moreton Bay Fig 36"box Evergreen Specimen Tree Medium Standard No 2 3" perferated observation pipe & 6" layer of 3/8" peagravel in bottom of www.iwoodarchitecture.com planter. Cap observation pipe with black NDS drain cap. BARK MULCH SYMBOL DESCRIPTION QTY DETAIL _�, '::;_•�,;: Z6) 0 1 `:;`:�:� . :�`:. PROJECT INFO: TG-01 4" thick layer of Landscape Mulch. Type: Redwood Chip Mulch. 5,657 sf _ Contractor to provide material samples for approval prior to instalation. — < TG-01 Ps A=0 2 TG-02 18" linear root barriers shall be installed within eight feet(8')of any 96 If o Z pavement. Linear root barriers shall be by Deep Root model number F G 0 1 18-2. Install per manufactuer's specifications and recommendations. See TG-02 , PHASE 2 • Plat nus racemosa 'Roberts' Roberts Western Sycamore 36"box Deciduous Accent Tree Low Standard Yes 2 TG-04 3"thick layer of 3/8" crushed Rock Mulch. Color: Dark Grey. Contractor sf to provide material samples for approval 7 18922 FORGE DRIVE s. CUPERTINO CA 95014 ---� 1 - Graphic quantities take prece en e ove wnt en q 2 -All trees shall be of quality as prescribed in the details and specifications. SITE KEY NTS Any tree not meeting such requirements shall be removed from the site and replaced at no cost to the owner. 3 -Trees shall not be planted within: a. 6'-0" of drive approaches b. 6-0" of sewer lines CLIENT: c. 6'-0"of water lines d. 10'-0" of fire hydrants e. 10'-0" of light standards 4 -All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. Platanus r emosa 'Roberts'Existing Relocated Tree 36"box Deciduous Accent Tree Low Standard Yes 1 C� \j,MSCApF �° CJ 03 'a=: Signature 4-30-22 Q Renewal Dot TG-02e Limit of Work oat Fo OF CA\\ NO. DESCRIPTION: DATE: .a. • "• = BACKGROUNDS 09/11/2019 - DD PROGRESS 09/27/2019 DD ISSUED FOR REVIEW 10/18/2019 PARKOING PARKIING INITIAL CITY SUBMITTAL 12/16/2019 TG-04 1 COMMENT RESPONSES 06/22/2020 Existing tree to be relocated 2 DESIGN CHANGES 06/22/2020 3 DESIGN CHANGES 07/24/2020 •� 4 DESIGN CHANGES 11/06/2020 5 RESUBMITTAL 12/11/2020 0 L it of ork 6 PLANNING APPLICATION 01/29/2021 \ O / 7 DESIGN CHANGES 3/8/2020 8 RESUBMITTAL 3/8/2020 i PROJECT NO: 19036 WA SCALE: 1"=10' O DRAWN BY: GM REVIEWED BY: TC APPROVED BY: C1J O Tree & Groundcover Plan 0 10 20 30 40 feet 1" =10' NORTH Know what's below. � Call before you dig. Ll 7 CLIENT PROJECT NO. TBD Community Development Department Planning Division-Cupertlino CUPER -N0 APPROVED \ Cas # ASA-2021-002, + I I W O O D App val Body: Admin Hearing + App valDate 11/01/21 + ARCHITECTURE Sig ture Erick Serrano Case Manager _— ' 1512 W. Mineral King Ave. ---- Visalia, Ca 93291 559. 786. 9600 (c) + 559. 636. 3277(f) + + -' --- www.iwoodarchitecture.com + + i + + + + + + W + + PROJECT INFO: + + 1-41 fi - - 10 1 I U n IIIIJIIILIIIIllllln FG01 z I PHASE 2 w PLANT SCHEDULE SHRUBS 18922 FORGE DRIVE _ � i SHRUBS BOTANICAL NAME COMMON NAME SIZE TYPE WUCOLS CA NATIVE QTY DETAIL C U P E RT I N O, CA 95014 OCR ~ I Aloe ferox Bitter Aloe 15 gal Evergreen Very Low No 3 F SITE KEY NTS Aloe x 'Blue Elf' Aloe 1 gal Evergreen Very Low No 13 Aloe x'Erik the Red' Erik the Red Sunbird Aloe 5 gal Evergreen Very Low No 3 CLIENT: n ® + n-- + Aloe x'Hercules' Hercules Aloe 24"box Evergreen Very Low No 6 + � z + J o z + + Arctostaphylos x'Pacific Mist' Pacific Mist Manzanita 1 gal Evergreen Very Low Yes 12 + + ❑ + Carex divulsa Berkeley Sedge 1 al Evergreen Low Yes 196 LJJ � Y 9 g 9 U I + + + Wi + + + + ( j Ceanothus maritimus Valley Violet' Maritime Ceanothus 1 gal Evergreen Low Yes 5 z +F-1 (:f) + + Crassula multicava Cape Provence Pygmyweed 1 gal Evergreen Very Low No 50 + > + D 1-- I + z NOZ Festuca mairei Atlas Fescue 5 gal Evergreen Low No 52 W + O z z + l7 Q + 0Heuchera maxima Island Alum Root 1 gal Evergreen Low Yes 105 LO + I Limit of Work Q -i Polystichum munitum Western Sword Fern 5 gal Evergreen Low Yes 34 O LPN R L P,, q I v 0 �`' Gp,R L ,lo cti" w co + + —J > o -i Rhamnus californica Mound San Bruno' California Coffeeberry 1 gal Evergreen Low Yes 10 w + + + + Signature y� + + + + D 9 Renewalate r + + + ° Ribes viburnifolium 'Spooner's Mesa' Catalina Currant 1 gal Evergreen Low Yes 57 Tc' Dat F o``` 'Y� I + + + + @ OF- CAS\ f + + + • 0 0 0 + + + + + 0 Symphoricarpos albus Betsy Berry' Betsy'sSnowberry 5 gal Deciduous Low Yes 5 + + + + + + + + + + + Woodwardia fimbriata Giant Chain Fern 1 gal Evergreen Low Yes 56 + + + + + ~ I + + + + ° ° ° NO. DESCRIPTION: DATE: + + + ° 0 0 0 ( Zauschneria canum 'Calistoga' California Fuchsia 1 gal Evergreen Low Yes 12 �/ BACKGROUNDS 09/11/2019 O 0 O —O + + + I + + + + I GROUND COVERS BOTANICAL NAME COMMON NAME CONT WATER USE FIELD3 SPACING QTY + + + + - DD PROGRESS 09/27/2019 + + + + + + Fragaria chiloensis Beach Strawberry flat Low 6" o.c. 648 sf - I I I DD ISSUED FOR REVIEW 10/18/2019 + + + + + + I I - INITIAL CITY SUBMITTAL 12/16/2019 + + ° ° 1 COMMENT RESPONSES 06/22/2020 ° + + ° ° 0 0 ° 2 DESIGN CHANGES 06/22/2020 1444 + + 3 DESIGN CHANGES 07/24/2020 + U • + + I ° ° 4 DESIGN CHANGES 11/06/2020 + ° Notes: 5 RESUBMITTAL 12/11/2020 + o o + ° ° o ° 1- Graphic symbols take precedence over written quantities. Contractor to verify total quantities. ° ° 6 PLANNING APPLICATION 01/29/2021 ° 2- Plant quality shall be as prescribed in the details and specifications. Any plant not meeting such requirement shall be removed from the site and replaced at no cost to the Owner or Landscape Architect. 7 DESIGN CHANGES 3/8/2020 + I+ 3-All quantities and amounts shown on the plans are best estimates for the benefit of the + + I I Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is 8 RESUBMITTAL 3/8/2020 the Contractor's responsibility to verify all lengths, square footages, and amounts prior to + bidding the project. I + + + + I ��) o U 0 0 ° 0 0 o ° ° + + + . + l + + f + + I - Limit of Work PROJECT NO: 19036_WA + _ _ _ SCALE: 1"=10' + + I - DRAWN BY: GM + I REVIEWED BY: TC + + - + I - - + - - - + - - - - + Shrub Planting Plan f + + I + + 0 10 20 30 40 feet � + + I • Z 1" =10'� + + I N O R T H Know what's below. Call before you dig. L � l 8 CLIENT PROJECT NO. TBD Community Development Department Planning Division—Cupertino CUPER NO APPROVED Cas # ASA-20 -002, 131,111Z + + + + + + \ \ + + + + + App val Body: Admin He a i W O O D App valDate + + + \ + + + + + ARCHITECTURE Sig ture Erick Serrano + + + + + + + + + + + + + + PLANT SCHEDULE SHRUBS Case Manager + + + + + + \ \ SHRUBS BOTANICAL NAME COMMON NAME SIZE TYPE WUCOLS CA NATIVE QTY 1512 W. Mineral King Ave.Visalia, Ca 93291 + + + + I Aloe ferox Bitter Aloe 15 al Evergreen Very Low No 3 559. 786. 9600 (c) \ \ \ g 9 rY + + + + + \ + j WW�" - 559. 636. 3277(f) www.iwoodarchitecture.com + + + \ \ Aloe x'Blue Elf' Aloe 1 gal Evergreen Very Low No 13 + + \ + + + + \ Aloe x 'Erik the Red' Erik the Red Sunbird Aloe 5 gal Evergreen Very Low No 3 • PROJECT INFO: + Contractor match planting in this location to existing 1 I Aloe x'Hercules' Hercules Aloe 24"box Evergreen Very Low No 6 planting in adjacent planter. n + n IIIIJIIILIIIIlllllfl FG01 1 PHASE 2 Arctostaphylos x 'Pacific Mist' Pacific Mist Manzanita 1 gal Evergreen Very Low Yes 12 18922 FORGE DRIVE Carex divulsa Berkeley Sedge 1 gal Evergreen Low Yes 196 C U P E RT I N O, CA 95014 SITE KEY NTS 7 ( Ceanothus maritimus Valley Violet' Maritime Ceanothus 1 gal Evergreen Low Yes 5 Crassula multicava Cape Provence Pygmyweed 1 gal Evergreen Very Low No 50 CLIENT: Festuca mairei Atlas Fescue 5 gal Evergreen Low No 52 I _ Heuchera maxima Island Alum Root 1 gal Evergreen Low Yes 105 Polystichum munitum Western Sword Fern 5 gal Evergreen Low Yes 34 Rhamnus californica 'Mound San Bruno' California Coffeeberry 1 gal Evergreen Low Yes 10 Ribes viburnifolium 'Spooner's Mesa' Catalina Currant 1 gal Evergreen Low Yes 57 I I I Symphoricarpos albus 'Betsy Berry' Betsy'sSnowberry 5 gal Deciduous Low Yes 5 Woodwardia fimbriata Giant Chain Fern 1 gal Evergreen Low Yes 56 Zauschneria canum 'Calistoga' California Fuchsia 1 gal Evergreen Low Yes 12 O z o00C DSCAPE. N000-0000 oZGROUND COVERS BOTANICAL NAME COMMONNAME CONT WATER USE FIELD3 SPACING QTYo d = O i ,A • Z I I Fragaria chiloensis Beach Strawberry flat Low 6" o.c. 648 sf J `o ) P CD -J a F- w I Signature Q zz 4-30-22 • — U I ��T Renewal Date o • �I + ° 0 I + 0 ° + + 0 0 0 I + + + ° 0 + + I!� + + + NO. DESCRIPTION: DATE: I� + + II + - BACKGROUNDS 09/11/2019 DD PROGRESS 09/27/2019 Notes: o 1- Graphic symbols take precedence over written quantities. Contractor to verify total quantities. DD ISSUED FOR REVIEW 10/18/2019 ° ° o 0 0 2- Plant quality shall be as prescribed in the details and specifications. Any plant not meeting such requirement shall be removed from the site and replaced at no cost to the Owner or - INITIAL CITY SUBMITTAL 12/16/2019 ° + Landscape Architect. 3-All quantities and amounts shown on the plans are best estimates for the benefit of the 1 COMMENT RESPONSES 06/22/2020 + Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to J + bidding the project. 2 DESIGN CHANGES 06/22/2020 o ° z O ° o + 3 DESIGN CHANGES 07/24/2020 o 0 0 N z 4 DESIGN CHANGES 11/06/2020 � ° Q 5 RESUBMITTAL 12/11/2020 0 J 0 o 0 6 PLANNING APPLICATION 01/29/2021 7 DESIGN CHANGES 3/8/2020 + I 8 RESUBMITTAL 3/8/2020 / I / I + + Limit of Work z 02 - Z PROJECT NO: 19036_WA SCALE: 1"=10' D ® DRAWN BY: GM REVIEWED BY: TC + I APPROVED BY: I ® + + O - Z a a Shrub Planting Plan 0 � + n Z � 0 10 20 30 40 feet01��IIIJJJJF,11111l I � 1" =10' NORTH Know what's below. � Call before you dig. Ll 9 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division—Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, App val Body: Admin Hearing \ W O O D App val Date 11/01/21 ARCHITECTURE Sig ture Erick Serrano Case Manager 1512 W. Mineral King Ave. + + + + + + + + + ]+ + + — Visalia, a 93291 559. 786. 9600 (c) 559. 636. 3277(f) + + + + + + + + + + a REFERENCE NOTES SCHEDULE — www.iwoodarchitecture.com + + + + + + + + + + PLANTING ACCESSORIES+ + + + + + fi + + + + SYMBOL DESCRIPTION QTY DETAIL + + + + + + + \ \ + + + + + i 32-94 Proposed planting area. 5,570 sf • rt + + + + + PROJECT INFO: \ CONCRETE + + + + + SYMBOL DESCRIPTION QTY DETAIL - - + + + + + + + \ \ T + + + + + + + + + + + + + + + + + + + + P-101 Ackerstone Aqua Lina Permeable Paver. Color: Graphite. Finish: FM 1,286 sf + + + + + + + + \ \ r + + + + + Grind fl I I IJ I I I LI I I I11 I I fl FG01 Running bond pattern. For pedestrian, light vehicular, and heavy PHASE 2 + + + + + + + + + + + + + + - vehicular applications. 16* + + + + + + + + + + + + + + + + + + + + + + + + + + + SITE FURNISHINGS 2 FORGE DRIVE + + + \ \ + + + + + SYMBOL DESCRIPTION QTY DETAIL CUPERTINO, CA 95014 + + + + + + + + + + + + + + + + + + + + + S-101 Kornegay Larkspur Planter LS-30. Size: 30"tall x 48" dia. Color: Davis 2 + + + Colors: Outback. Drainage: No Drainage Hole. Exterior Finish: SITE KEY NTS + + + \ \ Sandblast. Interior Finish: Bituminuos Sealer. Note: Contractor to install + + + + I 3" perferated observation pipe & 6" layer of 3/8" peagravel in bottom of + + + \ \ + J planter. Cap observation pipe with black NDS drain cap. + + \ \ + + + + CLIENT: \ + I + I I Notes: 1- Cross sections shall be per soils report recommendations. See civil plans. 32-94 I 2-All concrete specialty finishes shall be as indicated on the landscape construction plans. 3-Contractor shall provide one sample pour(min. Tx T)for each color/finish on site prior to installation and notify the Owner's Representative 72 hours for review and observation.The Owner's Representative reserves the right to change the selected color after the sample is poured. Contractor shall include in their bid the cost of the additional sample for the Owner's Representative's approval. 4-All quantities and amount shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, I I and amount prior to bidding the project. I G I I �PNDSCApF ��O GPRR❑L ti icy o J�N-O� o n F- w Signature Renewal Date Tc� Dat F O� �F CAL\ I I I I NO. DESCRIPTION: DATE: D I - BACKGROUNDS 09/11/2019 - DD PROGRESS 09/27/2019 —170 z_ ° Z 00o Q - DD ISSUED FOR REVIEW 10/18/2019 c� z - INITIAL CITY SUBMITTAL 12/16/2019 CD Qz �. ..; °_ 1 COMMENT RESPONSES 06/22/2020 0 - w + 2 DESIGN CHANGES 06/22/2020 -------- ______ + I 3 DESIGN CHANGES 07/24/2020 Ir I + + I; + + + 4 DESIGN CHANGES 11/06/2020 l� I + + + 5 RESUBMITTAL 12/11/2020 6 PLANNING APPLICATION 01/29/2021 Existing Redwoods to I 7 DESIGN CHANGES 3/8/2020 be protected in place + 8 RESUBMITTAL 3/8/2020 + I J + Z ° + I a ° _94 Z \ Q J \ \ + + I PROJECT NO: 19036 WA SCALE: 1"=10' S-101 / I I DRAWN BY: GM / I REVIEWED BY: TC APPROVED BY: / I + / I + a ® I I Construction Plan Limit of Work ° I ° ZI � I 0 10 20 30 40 feet I I � II I 1 =10 NORTH Know what's below. � Call before you dig. L2 CLIENT PROJECT NO. TBD nity Development Department nning Division-Cupertino C9F.1 APPROVED LJ Cas # ASA-20 1-002, W O O D App valBody: AdminHea ing �_M PLANT SCHEDULE SHRUBS App val Date 11/ 1/21 >�_CM Si ture Erick Serrano ° M f ` ARCHITECTURE g SHRUBS BOTANICAL NAME COMMON NAME SIZE TYPE WUCOLS CA NATIVE QTY Notes: _ Case Ma ager 1512 W. Mineral King Ave. Aloe ferox Bitter Aloe 15 gal Evergreen Very Low No 3 1- Graphic symbols take precedence over written quantities. Contractor to verify total quantities. I Visalia, Ca 93291 D==m I l 559. 786. 9600 (c) 0 A-`� 2- Plant quality shall be as prescribed in the details and specifications. An plant not meeting — 559. 636. 3277 zzM q Y p p Any g I — (f) Z m" Aloe x'Blue Elf' Aloe 1 gal Evergreen Very Low No 13 such requirement shall be removed from the site and replaced at no cost to the Owner or , I www.iwoodarchitecture.com 7 Landscape Architect. Cn y m m Aloe x `Erik the Red Erik the Red Sunbird Aloe 5 gal Evergreen Very Low No 3 3-All quantities and amounts shown on the plans are best estimates for the benefit of the oz�A Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is - z c,"' the Contractors responsibility to verify all lengths, square footages, and amounts prior to I PROJECT INFO: bidding the project. Aloe x 'Hercules` Hercules Aloe 24"box Evergreen Very Low No 6 Cnn — D I I m =mm =n c0 0 Z zm _A FG01 n r + Arctostaphylos x 'Pacific Mist' Pacific Mist Manzanita 1 gal Evergreen Very Low Yes 12 PHASE 2 1 18922 FORGE DRIVE / I Carex divulsa Berkeley Sedge 1 gal Evergreen Low Yes 196 CU PERTI NO, CA 95014 II Ceanothus maritimus Valley Violet' Maritime Ceanothus 1 gal Evergreen Low Yes 5 I SITE KEY NTS LZ Crassula multicava Cape Provence Pygmyweed 1 gal Evergreen Very Low No 50 I CLIENT: n Festuca mairei Atlas Fescue 5 gal Evergreen Low No 52 Heuchera maxima Island Alum Root 1 gal Evergreen Low Yes 105 I• Polystichum munitum Western Sword Fern 5 gal Evergreen Low Yes 34 Rhamnus californica Mound San Bruno' California Coffeeberry 1 gal Evergreen Low Yes 10 Ribes viburnifolium Spooner s Mesa Catalina Currant 1 gal Evergreen Low Yes 57 Symphoricarpos albus Betsy Berry' Betsy'sSnowberry 5 gal Deciduous Low Yes 5 Woodwardia fimbriata Giant Chain Fern 1 gal Evergreen Low Yes 56 Zauschneria canum 'Calistoga' California Fuchsia 1 gal Evergreen Low Yes 12 I' GROUND COVERS BOTANICAL NAME COMMON NAME CONT WATER USE FIELD3 SPACING QTY �p,�1DSCApF �O PRR❑L� ��Ci Fragaria chiloensis Beach Strawberry flat Low 6" o.c. 648 sf ��' o y� i � F- w n Signature II \ 4-30-22 Q 'A Renewal Date 9Tc� Dat Limit of Work OF' rO . NO. DESCRIPTION: DATE: BACKGROUNDS 09/11/2019 DD PROGRESS 09/27/2019 DD ISSUED FOR REVIEW 10/18/2019 IN, NO NNOIN \PARKING PARKING 7 - INITIAL CITY SUBMITTAL 12/16/2019 1 COMMENT RESPONSES 06/22/2020 2 DESIGN CHANGES 06/22/2020 3 DESIGN CHANGES 07/24/2020 4 DESIGN CHANGES 11/06/2020 5 RESUBMITTAL 12/11/2020 + + L it of ork + + + 6 PLANNING APPLICATION 01/29/2021 + + / 7 DESIGN CHANGES 3/8/2020 O \ + 8 RESUBMITTAL 3/8/2020 II + + PROJECT NO: 19036 WA + I I SCALE: 1"=10' + \ t + DRAWN BY: GM REVIEWED BY: TC + + + + + + + APPROVED BY: + + + + + O + + Shrub Planting Plan 0 10 20 30 40 feet NORTH Know what's below. Call before you dig. L � 20 CLIENT PROJECT NO. TBD n I p en part NtING 8'-0"or less ARCHITECT: � i W�Yi A NOTES Remove nursery stake. If Central leader. (See crown central leader needs to be observations detail). CUPERTINO APPROVED Top of root barrier 1" ) Case_# ASA-2021-002, Finished grade above finished grade. Rubber tree ties. straightened or held erect, it is acceptable to attach a)/ x 8' O O D 1. Existing • • ( ation on the drawings relating to existing utility lines and services from the best sources available. All such 2" below adjacent Curb. bamboo pole to the central leader q iW1Cff i f{a��i only for information and is not guaranteed. The Contractor shall excavate test its as required to determine the exact pavement. Lodge pole pp i 1 Y 9 p q and trunk. qpp ,W4. qp of existirlgMibq� s. 1. A . stakes. Sig ture Erick Serrano Prevailing O ARCHITECTURE Cal utility oc v saEvjce or precise utility locations before beginning of any work. 811, DIG ALERT. 18"deep linear root barrier wind. (See specifications). N 1512 W. Mineral King Ave. 2. Utility Requirements-The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their Existing soil. Ff. �a! � Top of root ball shall be flush with Visalia, Ca 93291 structures. The utility companies listed below shall be contacted. SECTION VIEW - � 32" long non-abrasive rubber ties. finished grade. 559. 786. 9600 (c) - Gas Company 4'-0" 559. 636. 3277(f) -Telephone Company Min. PLAN VIEW Two(2)three inch lodge pole pine Trunk caliper shall www.iwoodarchitecture.com - Electrical Power Company 3" Max Pavement. stakes. Install approximately 2" meet ANSI Z60 current - Cable Television Company away from the edge of the root edition for root ball size. Prior to mulching, lightly tamp soil -Water Supply Company ball. Stake location shall not around the root ball in 6"lifts to Curb. interfere with permanent branches. Root ball modified as brace tree. Do not over compact. • .. ::.:.::::':::::::':::::::' : ;;:::.:::::: ..:< ., ;.. : p p p... s: required. o When the planting hole has been FF . ..'...'' ..f.. ..�. :•. . The California Public Utilities Commission mandates that in in the interest of public safety, main line as valves a maintained in a manner to C s s p b - backfilled our water around the PROJECT INFO: Y, g .: 4 o p r ,...... t!.:!... .y be readily accessible and in good operating condition. The Contractor shall notify the gas company's headquarters planning office 48 hours root ball to settle the soil. °'`` Tam soil adjacent to root barriers to stabilize prior to the start of construction. _ - - °:::'::..:::::..:::..::: a p 1 I :1 a;' .: :!' ... them. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes, and structures. Contractor shall take sole .;. �. Round-topped g g '�. soil berm 4"high x 8"wide g 4" layer of mulch. responsibility for any cost incurred due to damage of said utilities. :': . . .' above root ball surface Eighteen inch (18")deep No more than 1"of mulch on F G O 1 +:<-..•-._ `.: a' • shall be constructed around �..a.. linear root barrier Sees specifications).( p ) to of root ball. See 4. All scaled dimensions on the drawings are approximate. Before proceeding with an work the Contractor shall careful) check and verify all p 9 pp P 9 Y Y Y ;4 the root ball. Berm shall i .� specifications for mulch). dimensions and quantities, and shall immediately inform the Owners Representative of any discrepancies between the information on the p begin at root ball periphery. pPHASE 2 drawingsand the actual conditions refraining from doing an work in said areas until given approval to do sob the Owners Representative. . : -� -� r -� r . I, p• 1 1 .. I. 18922 FORGE DRIVE e. . /- / / / :.. . . . . . Finished rade. Notes: :. ................ ......... 9 ::::::........:::::::::...................:::::..:::::: :........:::•. :.....::::::::::.:......::::::::::::......::::::.:.............:: 5. The Contractor shall obtain and a for all permits related to this section of the work unless previously excluded under provision of the �. .. �. �°• �.. .., .. ..� ....�:::::.�..,�:::.�::::::::::::.�.: :.�.�:::::::. . . . ; .................................................................... ........ pay p p Y p :. :. :. .: .. % .y : .. .. . : . .."` :: 1-Trees shall be of quality .... .. . . . . . . :..................... ........................ a Y PERTI N A 14 . :. .. .: . .. ................................: :.::. q CU O C 950 contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation of conduct of the work as .• _ 9 P Y 9 . .. . :.:::::::::::::::::::::::::::::::::::::::::::::::. - Modified soil. De th :::::::::::::::::::::::::::::::::::::::::::::::.:: ::.::::::::::::::::::::::::::::::::::::::::::::::::: •. ..• o p rescribed in crown . : .. , :; p drawn ands specified. If the contractor observes that a conflict exist between permit requirements and the work outlined in the contract ; ... . . _ p p q •. • .+ �, varies. (See soil preparation ,;,;,;,: observations and root ;. . • .... . . . .. :: . ..........:... Lffl documents the Contractor shall promptly notify the Owners Representative in writing including a description of an necessary changes and .. plan). p p y y p g g p y ry g _ :.,. . ; a : Notes: p ) observations details and ::::::::;•:.•:.•::;•:.•:.•:.•:::•:.•:.•:::•:...•::•::;•::•:: changes to the contract rice resulting from changes in the work. o •.•... 4 :4 ; . ; :;; :: ::;;;:::;:; '' • 1- Root barriers shall be installed perF specifications. 9 p 9 9 :. - :•:::::::::::•::::::::::::::::::::::::::::::: •. a,•., .,e ' • ° :::::::::::::::: :::: ;. manufacturer's specifications and Existing soil. p IF- ..••O.'•, '• .. recommendations. •. 2-Sees specifications for Wherever references r m e to stan r r in accordance with which works i t performed or tested the edition or revision f P 6are ad standards o coded cco c o s s o be p e ed o0 :4. . ...:; :::::::::::::::::::: ::::::::::: SECTION VIEW the standards and codes current on the effective date of this contract shall apply, unless expressly set forth. „ Bottom of root ball rests on further requirements related to p Y 'e :....: a _ SECTION VIEW CLIENT: ... 2 Root barriers shall be installed when root . . .• . existing or recompacted this detail. •:.. .„ :. �. `::::.:.::::.:.::::::.:.::::.:.:::::::::::::;.:: ball is located within 8'of pavement. soil. 7. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the PLAN VIEW more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 7 LINEAR ROOT BARRIERS 4 TREE STAKING - LODGEPOLES (2) 1 TREE W/ BERM - MODIFIED SOIL 8. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due P-RE-17009_WA-02 P-CO-19036_WA-04 P-CO-19036_WA-01 to the Contractor's actions. ACCEPTABLE REJECTABLE 9. The Contractor shall be responsible for any coordination with subcontractors as requiring to accomplish the planting operations. 8' Min. Structural Top of r roots. root iv ::.:>-'' 10. Contractor shall be aware of all surface and subsurface conditions, and to notify the Owner's Representative, in writing of any Root collar. ball. o y.. . . . '... • , . d' e :. ....:'< , ' Curb. : ' ' circumstances that would negatively impact the health of plantings. Contractor shall not proceed with work until corrected. ................................ a. Should subsurface drainage r itconditionswhi h would t r wth r survival f plant material, th ': :: • :::::::::::::'::::::::::::::'::::::::::::::. ..'.�........... }- •' �' "' ,._.. : Absorbin roots. ou d subsu ace d a ge o so be c ou d be o g o o su a o p a a y' ;;.;' . : :....... .;;,..•. ;.;,.;:;rn: . a_..,< ,. •. :: ::::::::.. ......::::::....... ................................................ _ ::.... „- ,. r shall Owner's f x Contractor s a notify the Ow e s Representative in writing, stator the conditions and submit a proposal covering the cost of corrections. I // " : Y p 9, 9 p p g e .:'/.':::::::.::::::::::::::::::::::::::::...'::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. . 18"deep linear root :::'d 0 p . ::: .. _ the contractor fails to notify the Owners Representative of such conditions he/she shall remain responsible for the )ant material under the >." Y p p p M 0 ,.s..", barrier. See ............. warrantee clause of the specifications. ::::::::::::;::::::::::::;::::::::::::;::::: •: `::. p s ecifications . p ) 1. Point:: ,ll �"' Structural roots circle interior of root ball. No 0 S o0 Only absorbing roots reach the periphery Shrub. N S u ........... : „#: where to p Y 9 p p rY structural roots are horizontal and reach the:::::.: :::..:::::.:..:..::::::::.:::::. ::::::::::::::::::::::::::::::::::::::::::::::::::::::. .: ;:;;::::::..::................... near the to of the root ball. Structural 11. Irrigation and site preparation work shall be completed and accepted prior to the installation of any plants. :. .::::... ...:..:::,.•.;:;:;..._;:;:;..,.;:;•,,;:::::::::::::::::::::::::::::::::: .:: ::.. �, most root p Root ball. Tamp soil adjacent to root ball periphery near the top of the root roots mostly wrap or are deflected on the a. Planting operations shall not begin until such time that the irrigation system is completely operational for the areas to be planted, and .:`::: : emerges a. :. :.::•::......:".:': ;:;::. '::..... ::::: ::: :::: ::: :::: ::: root barriers to stabilize .::. :::::::._::....... ...::::... . ........ ..::::::.... :: .::::::::::::::... .........::.::::::. ball. root ball interior. the irrigation system for that area has been preliminarily inspected and approved b the Owners Representative. � .............:::..:.:::::::::::::.:::::::::::::::::::::::::::::::::::::::. from trunk. g Y p Y p pp Y p :................... them. ;:::.. -... "": """ 4 layer of mulch. 4 high x 8 wide round-topped soil -; a': - ' - ' . ad •d: .a; . • - No more than 1"of berm above root ball surface shall be 12. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the The point where top-most roots)emerges from the trunk(root collar) a� 'f ...<- mulch on top of constructed around the root ball. p p g Y g Y PLAN VIEW PLAN VIEW should be within the top 2"of substrate.The root collar and the root root ball. See Berm shall begin at root ball periphery. construction process. The Owners Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owners ;.;:, Representative to make field observations shall not relive the Contractor from meeting all the requirements in the plans, details and ball interior should be free of defects including circling, kinked, specifications for p g q p ascending, and stem girdling roots. Structural roots shall reach the mulch). specifications. periphery near the top of the root ball. ) r/' j;/-;��- / j;i,>_i;/j,�/- /,�`;i ,\' /,\ '/ ;�/- i-��i- �/ Prior to mulching, lightly tamp soil a. Pre- Construction meeting. ' ;\',;\'�<',;\' ;\'.;\' ...... ;\ ! ' \' 1, I;\'�;\'�;\'�;\' ,.- 'I� around the root ball in 6"lifts to brace b. Site conditions prior to the start of planting. Root ball periphery. Finished grade. " /' " .' '\ ' ' / p p rY shrub. Do not over compact.When the c. Plant quality.q Y ::':: ': plantinghole has been backfilled our ................................................ To of root barrier 1"above finished grade. Structural roots descend into root ball interior. S e Structural roots circle and do not radiate p 9 SC D A d. Completion of lantin p p planting. water around the root ball to settle the N Modified soil. :':::: :. P F No structural roots are horizontal and reach the from the trunk. q soil. O R❑L R ................................................... Depth varies. �v c e t a es See P II. p ( root ball periphery near the to of the root ball. G ti p P p ry Curb. ��:'�:'�': o ........................................... .... ............................................ 13. If the work fails to ass inspection, an subsequent inspections must be rescheduled as required in the specifications. The cost to the Finished grade p P Y q p q p 9 specifications for soil ............................. ... ..................................... � ...................... Owner for additional inspections will be charged to the Contractor at the prevailing hourly rate of the inspector. 2" below adjacent modification). �� ,, pavement. :s;:c,.;:.t. _J o -A :a. Roots Existing soil. '- w ,:t;:ice.-: , :,�� :.\4 14. Contractor shall include in the bid continued maintenance (warranty) period of 1 year after completion of construction and acceptance of ='-ti growing Signature the project by the Owner's Representative. tangent to 4-30-22 Existing soil. " " ::::: ' 9 =: ] Renewal Date 11 `' trunk. SECTION VIEW....................................::::::::::. Root ball rests on 91, 15. Submit to the Owner's representative, for approval, plant sources including the names and locations of nurseries proposed as sources of existing or c' Dat F o Structural root. �F C A�� acceptable plants, and a list of the plants they will provide. The plant list shall include the botanical and common name and the size at the time SECTION VIEW 18"deep linear root barrier. recompacted soil. of selection. Inspect all nursery materials to determine that the materials meet the requirements of the specification. (See specifications). Roots radiate from trunk and reach side of root ball without Structural roots missing from one side, deflecting down or around. Structural roots primarily grow to one side. and/or grow tangent to trunk. 16. Any plant replacements shall be of the same type and quality as prescribed in these plans, details and specifications. Notes: Notes: 1-Observations of roots shall occur prior to acceptance. Roots and substrate may be removed during the observation process; substrate/soil shall be replaced Notes: 17. Mulch shall be Redwood Chip. Provide samples for approval by Owner's representative. 1-Root barriers shall be installed per manufacturer's specifications and recommendations. after observation has been completed. 1-Shrubs shall be of quality prescribed in the root observations detail and specifications. 2-Small roots(%4"or less)that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable 2-Root barriers shall be installed when root ball is located within 8'of pavement. however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 2-See specifications for further requirements related to this detail. NO. DESCRIPTION: DATE: 18. The landscape plans have designed in accordance with the state model water efficient landscape ordinance (MWELO). It is the p 3- See specifications for observation process and requirements. Contractors responsibility to adhere to the requirements and regulations of that ordinance during the installation of the landscape design plan. During the installation of the landscape design plan, any portion which comes into conflict with MWELO shall be brought to the attention of the 8 LINEAR ROOT BARRIERS - PARKING LOT ISLANDS 5 ROOT OBSERVATION DETAIL - CONTAINER 2 SHRUB - MODIFIED SOIL - BACKGROUNDS 09/11/2019 Owner/Owner's Representative. In the even that notification does not take place, the Contractor assumes responsibility for all necessary changes and work in order to meet compliance. ��J P-CO-16013_WA-09 P-CO-19036_WA-12 P-CO-19036_WA-02 - DD PROGRESS 09/27/2019 One central leader (No codominant 2-3"thick layer of mulch. - DD ISSUED FOR REVIEW 10/18/2019 leaders) Example - ..w.:•mo w#::. i '•'.. .s. Q Aspect :.�. A B q .................... ... ..... ................ .......... Ratio :::::::::... ::::::::. ::::.....:::::::::::::::•::.: �. ::.:::.: :::: 1.50" 0.50" 0.33 8 .. .......... ::::•. :::::::::::...:::::. : ::::::::::::::::... .: 1 COMMENT RESPONSES 06/22/2020 .................. ............... Modified soil. Depth varies. See ......:::::::::::::::::::::::::;;:;i i i;i i i:: : :; :::::;::::::::::::::::::... p / 2.50 0.90 0.36 ::::::::: specifications for soil modification).A EPTABLE 1 P' p ) CC .:...........................................:::::::::::::::::::::::::::::::::::::::::::::::::......:::::::::::::::::::::::::::::......::::::::::::.........:::::::::::::::.. iJ B :::::::::::::::::::::::::::::::::•:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.......:: �Q 2.0 1.00" 0.50 .. ....:::............ 2 DESIGN CHANGES 06/22/2020 2.50" 1.60" 0.64 Existing soil. Aspect rati =1 I I -IT A_]is-= I I[�A I I I I[�==�J 11 I I I /= than 0.66. Aspect ratio of B:A less than 0.66 3 DESIGN CHANGES 07/24/2020 as measured 1"above the top of the branch union. SECTION VIEW ,, 4 DESIGN CHANGES 11/06/2020 ...i nz,.w.:n..w.:n..w.:,..*. Multiple leaders •# ''y:# ''y:#:;''y:# ''y i# .:y:*.•. (Several codominant ;!% k.-.-,' -;' '4' '4'�M'4'�M'.;..}r.-..-r ...w.:•..w.:iy.w.•. .w.:•.-;r.-.y.w.:L. leaders) :h''':# ;::h'''# `''# ''':. ;: ;# `' '# ''# `'':.. 5 RESUBMITTAL 12/11/2020 Groundcover plants to be 'yy: # ''yy ; r# ''yy Qom':;{s:: #s.. triangularly spaced. - is ":;:-: .;"•�":;.:j,: "';"•�":;"•�. q *:w *:..:•..w.:n.. w.:n..w.:n..w.:.�:r.:n..w.:n. =''•# ,.*#�''y' -''y#�''y#�''y#� �''y#�' 6 PLANNING APPLICATION 01/29/2021 ....•.•'•..« d:4•Y:...:;**..;:•..-'..._;4•.. ::;4•*Y:;4 .w.::'w.:.e.w w ..w.:,1.w.:L,y.w-.• ... .:w.:iy.w, e Mulch. .:'.:# .; + '....#;--*A% �;--*A ...... ;-,•::#: 8 Example .':;f:';,'" :..;• ,:1w;: :'w'4 :'w.: :-w;. :'w'4;: '� ''�;# ''�;# ''�;# ''�;# ''�. # ''y;# ''y;# ''. 7 DESIGN CHANGES 3/8/2020 A A B Aspect M:;4::::;•.« .,;..:�r . ...:'i�'•:;:::M:;:::.'•:;�'• •. .:':M:;:;:�'•:;:::�,;,-t:., Ratio �:w.:,.y.w.: •'v'.:.�.w.: •..w.:,.y.w.:.y.w..;,.;.: r.:•�.w.:,.y.w.:.y.w. ,.y. a''iy#a,iy#a..y#s:sy#s''i i,;''i:#i:i:#::sy#s_'sy#,I''sy#a•:i..-,i:#;;'ice#y'.'i� REJECTABLE 2.50" 1.so" 0.72 ;::i,:." ":;"•":;"•":;::i:.,: :-'** : ":;" ":;"•":;: .w,:-..w,:- .w,:�..w,:�..w,:� .w,:�..w,:,, w,.�..w,:� g RESUBMITTAL 3/8/2020 Pavement. # '';#-',y#4.:7.y.,y#4.:.M .*..#...y.# yY#4..y.#.N 2.50" 2.0" 0.80 #S''ay '•:'iy#y:'iy#y:'iy#y:'iy#y: • < <:'i#:'''�'• .' y#S:'i ;iy# :'iy# i* :;:•;:'.. .:i:•;M:i:';M:i:'.�'•:i:'.�'•:i:'.:::i:'.::: .:i:'...,;:'.�'•:;:'.�'•:i:'.�'•:i:•rM 4.0" 3.0" 0.75 _�Aspect ratio is PLAN greater than 0.66. � Aspect ratio of B:A greater than or equal to 0.66 as measured Notes: � Notes: 1"above the top of the branch union. 1-See planting legend for groundcover species, size, and spacing dimension. 1-Aspect ratio shall be less than 0.66 on all branch unions.Aspect ratio is the diameter of branch 2-Small roots (%4'or less)that grow around, up, or down the root ball periphery are considered a QQ (B)divided by the diameter of the trunk(A)as measured 1"above the top of the branch union. normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 2-Any tree not meeting the crown observations detail may be rejected. 3-Settle soil around root ball of each groundcover prior to mulching. 6 CROWN OBSERVATION DETAIL - HIGH BRANCHED 3 GROUNDCOVER P-CO-19036 WA-13 P-CO-19036 WA-03 PROJECT NO: 19036 WA SCALE: 111=10' DRAWN BY: GM REVIEWED BY: TC APPROVED BY: Planting Details CLIENT PROJECT NO. TBD Community Development Department damage to the root system or soil within the root zone,tree diameter at breast height(dbh)and 3.9 GENERAL REQUIREMENTS AND LIMITATIONS FOR OPERATIONS WITHIN THE TREE AND PLANT 1.1 SUMMARY B. Submit all product submittals eight weeks prior to the start of the soil work. c. Penetration Resistance Method-about 75-250 psi,below 75 psi soil becomes increasingly unstable ARCHITECT: P I a GF4-rNEE R&CONPIRON S approximate height,size and any visible disease,insect infestations and or branch and trunk structural PROTECTION AREA: Note to specifier.,Remove parts of this work description that do not apply. and will settle excessively. d�,` deficiencies. CUPERTINO APPROVED A. The Contractor shall not engage in any construction activity within the Tree and Plant Protection Area without A. The scope of work includes all labor,materials,tools,supplies,equipment,facilities,transportation and Note to speciffer:Confirm submittal time above is appropriate for project schedule. 2. Root limiting Compaction:Root growth is limited with fewer,shorter and slower growing roots. Cas # ASA-2021-002, 2. The report shall note all trees or parts of trees,which are considered a hazard or significant or extreme risk the approval of the Owner's Representative including:operating,moving or storing equipment;storing supplies or services necessary for,and incidental to performing all operations in connection with furnishing,delivery,and installation C. Product data and certificates:For each type of manufactured product,submit data and certificates that the a. Bulk Density Method-Varies by soil type see Chart on page 32 in Up By Roots A. coOK,�A&bf�46MENTS:Shall consist of specifications and its general conditions and level.Include the International Society of Arboriculture hazard evaluation sheet for each tree,which may materials;locating temporary facilities including trailers or portable toilets and shall not permit employees to traverse the of Planting Soil and/or the modification of existing site soil for use as Planting Soil,complete as shown on the drawings product meets the specification requirements,signed by the product manufacturer,and complying with the following: b. Standard Proctor Method-above approximately 85%. Ap va I Body:tp�r(gplv"-W�e intent of these documents is to include all labor, materials,and reasonably be identified as a potential hazard tree. area to access adjacent areas of the project or use the area for lunch or any other work breaks.Permitted activity,if and as specified herein. 1. Submit manufacturers or suppliers product data and literature certified analysis for standard products and c. Penetration Resistance Method-about 300 psi. W 0 0 D services qq9g1q2ry for the proper execution of the work.The documents are to be 3. Recommendations as to treatment of all insect,disease and structural problems encountered. any,within the Tree and Plant Protection Area maybe indicated on the drawings along with any required remedial B. The scope of work in this section includes,but is not limited to,the following: bulk materials,complying with testing requirements and referenced standards and specific requested 3. Excessive Compaction:Roots not likely to grow but can penetrate soil when soil is above field capacity. Ap val Date �onf 811hatever is called for by any parts shall be as binding as if called for 4. Recommendations for fertilizer treatments,if any. activity as listed below. 1. Locate,purchase,deliver and install Imported Planting Soil and soil amendments. testing. ARCH ITECTU RE h B. In the event that construction activity is unavoidable within the Tree and Plant Protection Area,notify the a. Bulk Density Method-Varies by soil type see Chart on page 32 in Up By Roots. Sig ture 5. A plan of the site showing the location of all trees included in the report. Owner's Representative and submit a detailed written plan of action for approval.The plan shall include:a statement 2. Harvest and stockpile existing site soils suitable for Planting Soil. a. For each Compost product submit the following analysis by a recognized laboratory: b. Standard Proctor Method-Above 90%. B. PRODUCT DATA:Submit manufacturer product data and literature describing all products required by this detailing the reason for the activity including why other areas are not suited;a description of the proposed activity;the 3. Modify existing stockpiled site soil. 1.) pH c. Penetration Resistance Method-Approximately above 400 psi 1512 W. Mineral King Ave. B. VERIFICATION:The Contractor shall verify measurements on the drawings before section to the Owners Representative for approval.Provide submittal four weeks before the start of any work at the site. time period for the activity,and a list of remedial actions that will reduce the impact on the Tree and Plant Protection a. Modify existing site soil in place for use as Planting Soil. 2.) Salt concentration(electrical conductivity) 1.17 DELIVERY,STORAGE,AND HANDLING Visalia, Ca 93291 beginning work. In case of error or discrepancy in the drawings or specifications or in the Note to specifier:Confirm submittal time is appropriate for project schedule. Area from the activity.Remedial actions shall include but shall not be limited to the following: b. Install existing or modified existing soil for use as Planting Soil. 3.) Moisture content%,wet weight basis A. Weather:Do not mix,deliver,place or grade soils when frozen or with moisture above field capacity. 559. 786. 9600 (c) work of others affecting his/her work,he/she shall notify the Owner's Representative C. QUALIFICATIONS SUBMITTAL:For each applicable person expected to work on the project,provide copies of 1. In general,demolition and excavation within the drip line of trees and shrubs shall proceed with extreme 4.) Particle size IN,passing a selected mesh size,dry weight basis B. Protect soil and soil stockpiles,including the stockpiles at the soil blender's yard,from wind,rain and washing 559. 636. 3277 (f) immediately.The Contractor shall be held responsible for any damages or loss due to the qualifications and experience of the Consulting arborist,proof of either the registered Consulting Arborist@(RCA) care either by the use of hand tools,directional boring and or Air Knife excavation where indicated or with 4. Locate,purchase,deliver and install subsurface Drain Lines. 5.) Stability carbon dioxide evolution rate mg CO2-C per g OM per day that can erode soil or separate fines and coarse material,and contamination by chemicals,dust and debris that may be www.iwoodarchitecture.com his/her failure to observe these instructions. with American Society of Consulting Arborists or an ISA Board Certified Master Arborist and any required other low impact equipment that will not cause damage to the tree,roots or soil. 5. Fine grade Planting Soil. 6.) Solvita maturity test detrimental to plants or soil drainage.Cover stockpiles with plastic sheeting or fabric at the end of each workday. Herbicide/Pesticide license to the Owner's Representative,for review prior to the start of work. 2. When encountered,exposed roots,I inches and larger in diameter shall be worked around in a manner 6. Install Compost into Planting Soil. 7.) Physical contaminants(inerts)%,dry weight basis C. All manufactured packaged products and material shall be delivered to the site in unopened containers and C. MATERIALS,MACHINERY, EMPLOYEES: Except as otherwise noted,the Contractor 1.11 OBSERVATION of the work that does not break the outer layer of the root surface(bark).These roots shall be covered in Wood Chips 7. Clean up and disposal of all excess and surplus material. 8.) US EPA Class A standard,40CFR§503.13,Tables 1 and 3 levels Chemical Contaminants mg/kg stored in a dry enclosed space suitable for the material and meeting all environmental regulations.Biological additives shall provide and pay for all materials,labor,tools,and other items necessary and A. The Owners Representative may inspect the work at any time. and shall be maintained above permanent wilt point at all times.Roots one inch and larger in diameter (ppm) shall be protected from extreme cold and heat.All products shall be freshly manufactured and dated for the year in incidental to the completion of his/her work. 1.12 PRE-CONSTRUCTION CONFERENCE shall not be cut with out the approval of the owners representative.Excavation shall be tunneled under 1.2 CONTRACT DOCUMENTS b. For Coarse Sand product submit the following analysis by a recognized laboratory: which the products are to be used. A. Schedule a pre-construction meeting with the Owners Representative at least seven(7)days before these roots without cutting them.In the areas where roots are encountered,work shall be performed and A. Shall consist of specifications,general conditions,and the drawings.The intent of these documents is to 1.)pH D. Deliver all chemical amendments in original,unopened containers with original labels intact and legible,which PROJECTINFO: D. SURVEYS, PERMITS, REGULATIONS:The Owner shall furnish an adequate survey of scheduled to close excavations as quickly as possible over exposed roots. include all labor,materials,and services necessary for the proper execution of the work.The documents are to be the property.The Contractor shall obtain and pay for all permits and comply with all laws beginning work to review any questions the Contractor may have regarding the work,administrative procedures during 3. Tree branches that interfere with the construction may be tied back or pruned to clear only to the point considered as one.Whatever is called for by any parts shall be as binding as if called for in all parts. 2.) Particle size distribution(percent passing the following sieve sizes): state the guaranteed chemical analysis.Store all chemicals in a weather protected enclosure. and ordinances bearing on the operation or conduct of the work as drawn and specified. construction and project work schedule. necessary to complete the work.Other branches shall only be removed when specifically indicated by the 1.3 RELATED DOCUMENTS AND REFERENCES 3/8 inch(9.5 mm) E. Bulk material:Coordinate delivery and storage with Owners Representative and confine materials to neat piles If the Contractor observes that a variance exists therewith he/she shall promptly notify 1. The following Contractors shall attend the preconstruction conference: Owner's Representative.Tying back or trimming of all branches and the cutting of roots shall be in A. Related Documents: No 4(4.75 mm) in areas acceptable to Owner's Representative. the Owners Representative in writing and any necessary changes shall be adjusted as a. General Contractor. accordance with accepted arboricultural practices(ANSI A300,part 8)and be performed under supervision Note to specifier. Coordinate this list with the other related specification sections.Add or delete sections as No 8(2.36 mm) 1.18 EXCAVATING AND GRADING AROUND UTILITIES provided in the contract for changes in the work. b. Consulting Arborist. of the arborist. appropriate. No 16(1.18 mm) A. Contractor shall carefully examine the civil,record,and survey drawings to become familiar with the existing FG01 c. Subcontractor assigned to install Tree and Plant Protection measures. 4. Matting:Install temporary matting over the Wood Chips or Mulch to the extent indicated.Do not permit foot No 30(.60 mm) underground conditions before digging. d. Earthwork Contractor. traffic,scaffolding or the storage of materials within the Tree and Plant Protection Area to occur off of the 1. Drawings and general provisions of contract,including general and supplementary conditions and Division I No 50(.30 mm) B. Determine location of underground utilities and perform work in a manner that will avoid damage.Hand PHASE 2 E. PROTECTION OF WORK, PROPERTY AND PERSON:The Contractor shall adequately specifications,apply to work of this section. excavate as required.Maintain grade stakes set by others until parties concerned mutually agree upon removal. protect the work,adjacent property,and the public,and shall be responsible for any e. All site utility Contractors that may be required to dig or trench into the soil. temporary matting. 2. Related Specification Section No 100(.15 mm) C. Notification of the local utility locator service,Insert PHONE NUMBER,is required for all planting areas.The 16* damages or injury due to his/her actions. f. Landscape subcontractor. 5. Trunk Protection:Protect the trunk of each tree to remain by covering it with a ring of 8 foot long 2 inch x 6 a. Section-Planting No 200(.075 mm) Contractor is responsible for knowing the location and avoiding utilities that are not covered by the local utility locator 18922 FORGE DRIVE g. Irrigation subcontractor -inch planks loosely banded onto the tree with 3 steel bands.Staple the bands to the planks as necessary D. Samples:Submit samples of each product and material,where required by Part 2 of the specification,to the service. F. CHANGES IN THE WORK:The owner may order changes in the work,and the contract B. Prior to this meeting,mark all trees and plants to remain and or be removed as described in this specification to hold them securely in place.Trunk protection must by kept in place no longer than 12 months.If b. Section-Irrigation Owners Representative for approval.Label samples to indicate product,characteristics,and locations in the work. sum being adjusted accordingly.All such orders and adjustments plus claims by the for review and approval by the Owner's Representative. construction requires work near a particular tree to continue longer than 12 months,the steel bands shall c. Section-Lawn Samples will be reviewed for appearance only. Note to specifier.,Insert the telephone number and correct name of the local utility locator service to the CUPERTINO, CA 95014 Contractor for extras must be made in writing before executing the work involved. 1.13 QUALITY ASSURANCE be inspected every six months and loosened if they are found to have become tight. d. Section-Tree and Plant Protection 1. Submit samples a minimum of 8 weeks prior to the anticipated date of the start of soil installation. paragraph above if available. A. Contractor qualifications: 6. Air Excavation Tool:If excavation for footings or utilities is required within the Tree and Plant Protection B. References:The following specifications and standards of the organizations and documents listed in this 2. Samples of all Topsoil,Coarse Sand,Compost and Planting Soil shall be submitted at the same time as PART 2 PRODUCTS G. CORRECTION OF WORK:The Contractor shall re-execute any work that fails to 1. All pruning,branch tie back,tree removal,root pruning,and fertilizing required by this section shall be Area,air excavation tool techniques shall be used where practical or as designed on the drawings. paragraph form a part of the Specification to the extent required by the references thereto.In the event that the the particle size and physical analysis of that material. Note to specifier.Delete all products not applicable to this specific project.Local conditions for the harvested conform to the requirements of the contract and shall remedy defects due to faulty a. Remove the Wood Chips from an area approximately 18 inches beyond the limits of the hole or trench requirements of the following referenced standards and specification conflict with this specification section the materials will vary and these specifications may need to be revised to reflect local source requirements, materials or workmanship upon written notice from the Owner's Representative for a performed by or under the direct supervision of ISA Certified Arborist Submit aforementioned individual's to be excavated.Cover the Wood Chips for a distance of not less than 15 feet around the limit of the requirements of this specification shall prevail.In the event that the requirements of any of the following referenced E. Soil testing for Imported and Existing Topsoil,existing site soil to be modified as Planting Soil and Planting Soil availability,budgets and plants to be grown. period of ninety(90)days from the date of completion of the contract. qualifications for approval by the Owners Representative. excavation area with Filter Fabric or plastic sheeting to protect the Wood Chips from silt. Mound the standards and specifications conflict with each other the more stringent requirement shall prevail. Mixes. 2.1 IMPORTED TOPSOIL 2. All applications of pesticide or herbicide shall be performed by a person maintaining a current state license Wood Chips so that the plastic slopes towards the excavation. 1. ASTM:American Society of Testing Materials cited section numbers. 1. Topsoil,existing site soil and Planting Soil Mix testing:Submit soil test analysis report for each sample of A. Imported Topsoil definition:Fertile,friable soil containing less than 5%total volume of the combination of CLIENT: H. Owner's Authorized Representative:The Owner's authorized representative acts as the to apply chemical pesticides valid in the jurisdiction of the project.Submit copies of all required state b. Using a sprinkler or soaker hose,apply water slowly to the area of the excavation for a period of at least 2. U.S.Department of Agriculture,Natural Resources Conservation Service,2003.National Soil Survey Topsoil,existing site soil and Planting Soil from an approved soil-testing laboratory and where indicated in subsoil,refuse,roots larger than 1 inch diameter,heavy,sticky or stiff clay,stones larger than 2 inches in diameter, authorized representative of the Owner in conjunction with the project manager,and has licensing certificates including applicable chemical applicator licenses. 4 hours,approximately 12 hours prior to the work so that the ground water level is at or near field Handbook,title 430-VI.Available Online. Part 2 of the specification as follows: noxious seeds,sticks,brush,litter,or any substances deleterious to plant growth.The percent(%)of the above objects capacity at the beginning of the work.For excavations that go beyond the damp soil,rewet the soil as a. Submit Topsoil,Planting Soil,Compost,and Coarse Sand for testing at least 8 weeks before scheduled authority to accept or reject materials or workmanship and to make minor changes in the necessary to keep soil moisture near field capacity. 3. US Composting Council www.compostingcouncil.org and installation of Planting Soil Mixes.Submit Planting Soil Mix test no more than 2 weeks after the approval shall be controlled by source selection not by screening the soil.Topsoil shall be suitable for the germination of seeds work not involving extra cost. He will also interpret the meaning of the contract 2.1 MULCH c. Using an air excavation tool specifically designed and manufactured for the intended purpose,and at http://compostingcouncil.org/admin/wp-contenVplugins/Wp-pdfup/oad/Pdf/l91/LandscapeArch Specs.pdf. of the Topsoil,Compost and Coarse Sand.Do not submit to the testing laboratory,Planting Soil Mixes, and the support of vegetative growth.Imported Topsoil shall not contain weed seeds in quantities that cause noticeable documents and may stop the work if necessary to ensure its proper execution. Note to specifier.Revise this paragraph to reflect regionally available mulch materials or project specific pressures recommended by the manufacturer of the equipment,fracture the existing soil to the shape 4. Methods of Soil Analysis,as published by the Soil Science Society of America(http://www.soils.org/). for testing until all Topsoil,Compost and Coarse Sand have been approved. weed infestations in the final planting beds.Imported Topsoil shall meet the following physical and chemical criteria: mulch quality or type requirements where appropriate. The coarse grade Mulch specified here is considered and the depths required.Work at rates and using techniques that do not harm tree roots. Air pressure 5. Up by Roots:healthy soils and trees in the built environment.2008.J.Urban.International Society of b. If tests fail to meet the specifications,obtain other sources of material,retest and resubmit until 1. CLARIFICATION OF DRAWINGS BEFORE BIDDING:After reviewing the drawings superior for its water retention and soil building properties in areas of tree and shrub roots when irrigation is shall be a maximum of 90-100 psi. Arboriculture,Champaign,IL. accepted by the Owners Representative. Note to specifier:Make adjustments in the following to account for the fact that these idea soils may not thoroughly it is the Contractor's responsibility to clarify with the Owner's Representative drip,bubblers or flood methods. 1.)The air excavation tool shall be"Air-Spade"as manufactured by Concept Engineering Group, Inc., 1.4 VERIFICATION c. All soil testing will be at the expense of the Contractor. be available in your area. any questions the Contractor may have regarding the method of construction,quantities, Verona, PA(412)826-8800, or Air Knife as manufactured by Easy Use Air Tools, Inc.Allison Park, A. All scaled dimensions on the drawings are approximate.Before proceeding with any work,the Contractor shall 2. Submit all testing required by California Code of regulation Title 23 waters,Division 2 Department of Water 1. Soil texture:USDA loam,sandy clay loam or sandy loam with clay content between 15 and 25%.And a or quality of materials included or called out. If the Contractor cannot contact the A. Mulch shall be coarse,ground,from tree and woody brush sources.The minimum range of fine particles shall Pa(866)328-5723 or approved equal. carefully check and verify all dimensions and quantities,and shall immediately inform the Owners Representative of resources Chapter 2.7 Model Water Efficient Landscape Ordinance,492.5 Soil Management Report. combined clay/silt content of no more than 55%. Owner's Representative,the Contractor must qualify his/her bid or accept the be 3/8 inch or less in size and a maximum size of individual pieces shall be approximately 1 to 1-1/2 inch in diameter d. Using a commercial,high-powered vacuum truck if required,remove the soil from the excavation any discrepancies between the information on the drawings and the actual conditions,refraining from doing any work in Note to specifier.,Delete the above paragraph if the project is not in California. 2. pH value shall be between 5.5 and 7.0. interpretation of the Owner's Representative on the questionable areas as they develop and maximum length of approximately 4 to 8 inches.No more that 25%of the total volume shall be fine particles and no produced by the Air Knife excavation.The vacuum truck should generally operate simultaneously with said areas until given approval to do so by the Owners Representative. 3. Provide a particle size analysis(%dry weight)and USDA soil texture analysis.Soil testing of Planting Soil 3. Percent organic matter(OM):2.0-5.0%,by dry weight. during construction. more than 20%of total volume be large pieces. the hose operator,such that the soil produced is picked up from the excavation hole,and the exposed 1.5 PERMITS AND REGULATIONS Mixes shall also include USDA gradation(percentage)of gravel,coarse sand,medium sand,and fine sand 4. Soluble salt level:Less than 2 mmho/cm. 1. It is understood that Mulch quality will vary significantly from supplier to supplier and region to region.The roots can be observed and not damaged by the ongoing operation.Do not drive the vacuum truck into in addition to silt and clay. J. SAMPLES:The Owner's Representative reserves the right to take and analyze samples above requirements may be modified to conform to the source material from locally reliable suppliers as the Tree and Plant Protection Area unless the area is protected from compaction as approved in A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded 5. Soil chemistry suitable for growing the plants specified. of materials for conformity to specifications at any time.The Contractor shall furnish approved by the Owner's Representative. advance by the Owner's Representative. under provision of the contract or general conditions.The Contractor shall comply with all laws and ordinances bearing 4. Provide the following other soil properties: B. Imported Topsoil shall be a harvested soil from fields or development sites.The organic content and particle samples upon request by the Owners Representative.Rejected materials shall be B. Submit suppliers product data that product meets the requirements and two gallon sample for approval. e. Remove all excavated soil and excavated Wood Chips,and contaminated soil at the end of the on the operation or conduct of the work as drawn and specified.If the Contractor observes that a conflict exists between a. pH and buffer pH. size distribution shall be the result of natural soil formation.Manufactured soils where Coarse Sand,Composted organic excavation. permit requirements and the work outlined in the contract documents,the Contractor shall promptly notify the Owners b. Percent organic content by oven dried weight. material or chemical additives has been added to the soil to meet the requirements of this specification section shall not immediately removed from the site and replaced at the Contractor's expense.The cost of 2.2 WOOD CHIPS: f. Schedule the work so that foundations or utility work is completed immediately after the excavation.Do Representative in writing including a description of any necessary changes and changes to the contract price resulting c. Nutrient levels by parts per million including:phosphorus,potassium,magnesium,manganese,iron, be acceptable.Retained soil peds shall be the same color on the inside as is visible on the outside. testing materials not meeting specifications shall be paid by the Contractor. Note to specifier: Wood chips if available may be a suitable and more sustainable alternative to other types not let the roots dry out.Mist the roots several times during the day.If the excavated area must remain from changes in the work. zinc and calcium.Nutrient test shall include the testing laboratory recommendations for supplemental Note to specifier.Make adjustments to the above to account for the fact that these idea soils may not be of Mulch. Consider permitting Mulch or Wood Chips,-however be sure to coordinate requirements with the open over night,mist the roots and cover the excavation with black plastic. B. Wherever references are made to standards or codes in accordance with which work is to be performed or additions to the soil for optimum growth of the plantings specified. available in your area.Soil peds may not normally occur,especially where soils have a high sand content. K. PRE-CONSTRUCTION CONFERENCE:Schedule a pre-construction meeting with the drawings.Remove this paragraph if Wood Chips are not to be permitted. g. Dispose of all soil in a manner that meets local laws and regulations. tested,the edition or revision of the standards and codes current on the effective date of this contract shall apply,unless d. Soluble salt by electrical conductivity of a 1:2 soil water sample measured in Milliohm per cm. C. Imported Topsoil for Planting Soil shall NOT have been screened and shall retain soil peds or clods larger than Owner's Representative at least seven(7)days before beginning work.The purpose of A. Wood Chips from an arborist chipping operation with less than 20%by volume green leaves. Chips stockpiled h. Restore soil within the trench as soon as the work is completed.Utilize soil of similar texture to the otherwise expressly set forth. e. Cation Exchange Capacity(CEC). 2 inches in diameter throughout the stockpile after harvesting. this conference is to review any questions the Contractor may have regarding the work, from the tree removal process may be used. removed soil and lightly compact with hand tools.Leave soil mounded over the trench to a height of C. In case of conflict among any referenced standards or codes or among any referenced standards and codes administrative procedures during construction and project work schedule. 2.3 TREE PROTECTION FENCING: approximately 10%of the trench depth to account for settlement. and the specifications,the more restrictive standard shall apply or Owners Representative shall determine which shall 1.11 SOIL INSTALLATION MOCKUP D. Stockpiled Existing Topsoil at the site meeting the above criteria may be acceptable. govern. Note to specifier.,This section is designed to provide the construction team an opportunity to test means and E. Provide a two gallon sample from each Imported Topsoil source with required soil testing results.The sample Note to specifier:Two fencing options are provided. The more robust chain link fencing is often required at I. Restore any Geogrids,Filter Fabric,Wood Chips or Mulch and or matting that was previously required shall be a mixture of the random samples taken around the source stockpile or field.The soil sample shall be delivered urban sites where there are significant conflicts between tree preservation and other work tasks.Amend this for the area. Note to specifier.Remove the paragraph below if the project is not in California. methods and to record expectations on the finished soil installation. The Owner's Representative must with soil peds intact that represent the size and quantity of expected peds in the final delivered soil. specification and the tree protection details to be clear as to the required fencing. Remove the paragraph of 3.10 TREE REMOVAL: D. Comply with the requirements of the California code of regulation title 23 waters,division 2 department of water understand enough about soil installation to make an assessment of the mockup and have sufficient observation 01 5639 the fence type that is not to be used.If both types are to be permitted coordinate with the drawings so that use resources chapter 2.7 model water efficient landscape ordinance,492.5 soil management report. fee budget to review the work.Mockups add to the cost of the project and this section should be evaluated for its 2.2 COMPOST Tree and Plant Protection is correctly identified. A. Remove all trees indicated by the drawings and specifications,as requiring removal,in a manner that will not 1. Where requirements of specification section Planting Soil are more stringent than the California code,the critical nature to the soil installation scope. A. Compost:Blended and ground leaf,wood and other plant based material,composted for a minimum of 9 A. PLASTIC MESH FENCE: Heavy-duty orange plastic mesh fencing fabric 48 inches wide.Fencing shall be damage adjacent trees or structures or compacts the soil. more stringent requirements shall prevail. A. Prior to installation or modification of Topsoil,site soil,Planting Soil,or Planting Soil Mixes,construct at the site, months and at temperatures sufficient to break down all woody fibers,seeds and leaf structures,free of toxic material at attached to metal"U"or"T"post driven into the ground of sufficient depth to hold the fabric solidly in place with out B. Remove trees that are adjacent to trees or structures to remain,in sections,to limit the opportunity of damage a mockup of each soil type using the means and methods and equipment proposed by the Contractor to complete the levels that are harmful to plants or humans.Source material shall be yard waste trimmings blended with other plant or 0 1k 1.1 SUMMARY to adjacent crowns,trunks,ground plane elements and structures. 1.6 PROTECTION OF WORK,PROPERTY AND PERSON work.Installation of the mockup shall be in the presence of the Owners Representative.The purpose of the mockup is manure based material designed to produce Compost high in fungal material. 01 V11\ Note to specifier.-Remove parts of this work description that do not apply. sagging.The fabric shall be attached to the post using attachment ties of sufficient number and strength to hold up the C. Do not drop trees with a single cut unless the tree will fall in an area not included in the Tree and Plant A. The Contractor shall adequately protect the work,adjacent property,and the public,and shall be responsible to test the methods of installation and compaction of the soil and to serve as a benchmark for completed soil CD fabric without sagging.The Owners Representative may request,at any time,additional post,deeper post depths and 1. Compost shall be commercially prepared Compost and meet US Compost Council STA/TMECC criteria or A. The scope of work includes all labor,materials,tools,equipment,facilities,transportation and services or additional fabric attachments if the fabric begins to sag,lean or otherwise not present a sufficient barrier to access. Protection Area.No tree to be removed within 50 feet of the Tree and Plant Protection Area shall be pushed over or for any damages or injury due to the Contractors actions. compaction and serve to calibrate penetrometer readings to the known proctor density of the mockup.The mockup shall as modified in this section for"Compost as a Landscape Backfill Mix Component". necessary for,and incidental to performing all operations in connection with protection of existing trees and other plants B. CHAIN LINK FENCE:6 feet tall metal chain link fence set in metal frame panels on movable core drilled up-rooted using a piece of grading equipment. 1.7 CHANGES IN WORK be as follows: hftp://compostingeouncil.org/admin/wp-content/plugins/wp-pdfupload/pdf/191/LandscapeArch Specs.pdf Signature as shown on the drawings and as specified herein. concrete blocks of sufficient size to hold the fence erect in areas of existing paving to remain. D. Protect adjacent paving,soil,trees,shrubs,ground cover plantings and understory plants to remain from A. The Owner's Representative may order changes in the work,and the contract sum adjusted accordingly.All 1. Following acceptance of the soil submittals,in areas that can be protected from disturbance and further 4-30-22 2. Compost shall comply with the following parameters: Rene al Dat 1. Provide preconstruction evaluations C. GATES:For each fence type and in each separate fenced area,provide a minimum of one 3 foot wide gate. damage during all tree removal operations,and from construction operations.Protection shall include the root system, such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in compaction,install mockups of each soil type and soil modification,20 foot X 20 foot X the full depth of the Y/" 2. Provide tree and plant protection fencing. Gates shall be lockable.The location of the gates shall be approved by the Owner's Representative. trunk,limbs,and crown from breakage or scarring,and the soil from compaction. writing before executing the work involved. deepest installation,using the requirements of these specifications.Compaction methods,including the a. pH:5.5-8.0. a C) 3. Provide protection of root zones and above ground tree and plants D. Submit suppliers product data that product meets the requirements for approval. E. Remove stumps and immediate root plate from existing trees to be removed.Grind trunk bases and large B. All changes in the work,notifications and contractor's request for information(RFI)shall conform to the contract type of compaction equipment and number of passes required to achieve the required compaction,shall be b. Soil salt(electrical conductivity):maximum 5 dS/m(mmhos/cm). OF buttress roots to a depth of the largest buttress root or at least 18 inches below the top most roots which ever is less general condition requirements. evaluated and results measured. c. Moisture content%,wet weight basis:30-60. 4. Provide pruning of existing trees and plants. 2.4 tree protection sign: and over the area of three times the diameter of the trunk(DBH). 1.8 CORRECTION OF WORK 2. Compaction in the mockup soil shall be tested using the penetrometer.A minimum of four penetrometer d. Particle size,dry weight basis:98%pass through 3/4 inch screen or smear. 5. Coordinate with the requirements of Section Planting Soil for modifications to the soil within the root zone A. Heavy-duty cardboard signs,8.5 inches x 11 inches,white colored background with black 2 inch high or larger 1. For trees where the stump will fall under new paved areas,grind roots to a total depth of 18 inches below readings from each Planting Soil shall be taken at the specified depths of the soil profile.Record the soil e. Stability carbon dioxide evolution rate:mg CO2-C/g OM/day<2. of existing trees and plants. letters block letters.The signs shall be attached to the tree protection fence every 50 feet o.c.The tree protection sign the existing grade.If the sides of the stump hole still have greater than approximately 20%wood visible, A. The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall moisture at each penetrometer test site.In the event that the penetrometer readings exceed the specified shall read"Tree and Plant Protection Area-Keep Out". continue grinding operation deeper and or wider until the resulting hole has less than 20%wood.Remove remedy defects due to faulty materials or workmanship upon written notice from the Owners Representative,at the densities,reconstruct the mockup,adjusting the soil density to achieve the desired results.Where the f. Solvita maturity test:>6. monomp- 6. Provide all insect and disease control. 2.5 TREE GROWTH REGULATOR(TGR) all wood chips produced by the grinding operation and back fill in 8 inch layers with controlled fill of a soonest possible time that can be coordinated with other work and seasonal weather demands but not more than 180 modification requires ripping,tilling or fracturing soils that are over compacted,start the procedure in a new 9. Physical contaminants(inerts),%,dry weight basis:<1%. 7. Provide maintenance of existing trees and plants including irrigation during the construction period as A. Cambistat 25C. quality acceptable to the site engineer for fill material under structures,compacted to 95%of the maximum (one hundred and eighty)days after notification. location so that the process is working on soil that is similar to the density of the expected soil. h. Chemical contaminants,mg/kg(ppm):meet or exceed US EPA Class A standard,40CFR§503.13, NO. DESCRIPTION: DATE: recommended by the arborist report. B. Submit suppliers product data that product meets the requirements for approval. dry density standard proctor.The Owners Representative shall approve each hole at the end of the 1.9 DEFINITIONS 3. Submit a report of the final methods of soil installation,the penetrometer and soil moisture readings to the Tables I and 3 levels. 8. Provide maintenance of existing trees and plants including irrigation during the post construction plant grinding operation. Note to specifier.,Use the following definitions as needed to define words used in this specification.Delete and Owner's Representative. I. Biological contaminants select pathogens fecal coliform bacteria,or salmonella,meet or exceed US maintenance period. 2.6 MATTING 2. In areas where the tree location is to be a planting bed or lawn,remove all woodchips and backfill stump words that are not used. 4. The mockup area may remain as part of the installed work at the end of the project if protected from further EPA Class A standard,40 CIFIR§503.32(a)level requirements. 09/11/2019 A. Matting for vehicle and work protection shall be heavy duty matting designed for vehicle loading over tree roots, holes with planting soil as defined in Specification Section Planting Soil,in maximum of 12 inch layers and A. Acceptable drainage:Drainage rate is sufficient for the plants to be grown.Not too fast and not too slow. B. Provide a two gallon sample with manufacturers literature and material certification that the product meets the 9. Remove tree protection fencing and other protection from around and under trees and plants. Alturnamats as manufactured by Alturnamats,Inc.Franklin,PA 16323 or approved equal. compact to 80-85%of the maximum dry density standard proctor. Typical rates for installed Planting Soil are between 1 -5 inches per hour.Turf soils are often higher,but drainage rates compaction,contamination or other disturbance. requirements. 10.Clean up and disposal of all excess and surplus material. B. Submit suppliers product data that product meets the requirements for approval. 3.11 PRUNING: above 2-3 inches per hour will dry out very fast.In natural undisturbed soil a much lower drainage rate,as low as 1/8th 5. Provide a protective 4 foot high fence on metal posts around each mockup to keep all work and equipment 2.3 COARSE SAND DD PROGRESS 09/27/2019 2.7 GEOGRID A. Within six months of the estimated date of substantial completion,prune all dead or hazardous branches larger inch per hour can still support good plant growth.Wetland plants can grow on top of perched water layers or even within from entering the surface of the mockup area. A. Clean,washed,sand,free of toxic materials 1.2 CONTRACT DOCUMENTS A. Geogrid shall be woven polyester fabric with PVC coating,Uni-axial or biaxial geogrid,inert to biological than 2 inch in diameter from all trees to remain. seasonal perched water layers,but could become unstable in high wind events. 1.12 OBSERVATION OF THE WORK 1. Coarse concrete sand,ASTM C-33 Fine Aggregate,with a Fines Modulus Index of 2.8 and 3.2. A. Shall consist of specifications and general conditions and the drawings.The intent of these documents is to degradation,resistant to naturally occurring chemicals,alkalis,acids. B. Implement all pruning recommendations found in the arborist report. B. Amendment:material added to Topsoil to produce Planting Soil Mix.Amendments are classified as general soil A. The Owners Representative may observe the work at any time.They may remove samples of materials for DD ISSUED FOR REVIEW 10/18/2019 include all labor,materials,and services necessary for the proper execution of the work.The documents are to be amendments,fertilizers,biological,and pH amendments. conformity to specifications.Rejected materials shall be immediately removed from the site and replaced at the 2. Coarse Sands shall be clean,sharp,natural Coarse Sands free of limestone,shale and slate particles. considered as one.Whatever is called for by any parts shall be as binding as if called for in all parts. 1. Geogrid shall be Miragrid 2XT as manufactured by Ten Cate Nicolon,Norcross,GA. C. Prune any low,hanging branches and vines from existing trees and shrubs that overhang walks,streets and C. Biological Amendment:Amendments such as Mycorrhizal additives,compost tea or other products intended to Contractors expense.The cost of testing materials not meeting specifications shall be paid by the Contractor. Manufactured Coarse Sand shall not be permitted. B. It is the intent of this section that the requirements apply to all sections of the project specification such that any hftp://www.tencate.com or approved equal. drives,or parking areas as follows: change the soil biology. 1. The Owner's Representative may utilize the Contractor's penetrometer and moisture meter at any time to 3. pH shall be lower than 7.0. subcontractor must comply with the restrictions on work within designated Tree and Plant Protection Areas. B. Submit suppliers product data that product meets the requirements for approval. 1. Walks-within 8 feet vertically of the proposed walk elevation. D. Compacted soil:soil where the density of the soil is greater that the threshold for root limiting,and further check soil compaction and moisture. 4. Provide Coarse Sand with the following particle size distribution: INITIAL CITY SUBMITTAL 12/16/2019 1.3 RELATED DOCUMENTS AND REFERENCES 2.8 FILTER FABRIC 2. Parking areas-within 12 feet vertically of the proposed parking surface elevation. defined in this specification. B. The Owners Representative shall be informed of the progress of the work so the work may be observed at the Sieve Percent passing A. Related Documents: A. Filter Fabric shall be nonwoven polypropylene fibers,inert to biological degradation and resistant of naturally 3. Streets and drives-within 14 feet vertically of the proposed driving surface elevation. E. Compost:well decomposed stable organic material as defined by the US Composting Council and further following key times in the construction process.The Owner's Representative shall be afforded sufficient time to 3/8 inch(9.5 mm) 100 Note to specifier. Coordinate this list with the other related specification sections.Add or delete sections as occurring chemicals,alkalis and acids. D. All pruning shall be done in accordance with ANSI A300(part 1),ISA BMP Tree Pruning(latest edition,and the defined in this specification. schedule visit to the site.Failure of the Owners Representative to make field observations shall not relieve the No 4(4.75 mm) 95-100 1 COMMENT RESPONSES 06/22/2020 appropriate. 1. Mirafi 135 N as manufactured by Ten Cate Nicolon,Norcross,GA. http://www.teneate.com or approved "Structural Pruning:A Guide for the Green Industry",Edward Gilman,Brian Kempf,Nelda Matheny and Jim Clark,2013 F. Drainage:The rate at which soil water moves through the soil transitioning the soil from saturated condition to Contractor from meeting all the requirements of this specification. No 8(2.36 mm) 80-100 equal. Urban Tree Foundation,Visalia CA. field capacity.Most often expressed as saturated hydraulic conductivity(Ksat;units are inches per hour). I. SOIL MOCKUP REVIEW:At the time of construction of all soil mockups. No 16(1.18 mm) 50-85 1. Drawings and general provisions of contract including general and supplementary conditions and Division I B. Submit suppliers product data that product meets the requirements for approval. 2 DESIGN CHANGES 06/22/2020 specifications apply to work of this section. E. Perform other pruning task as indicated on the drawings or requested by the Owners Representative. Note to specifier. The following is a general introduction to soil drainage terminology and is intended for the 2. EXISTING SOIL CONDITIONS REVIEW:Prior to the start of any soil modification that will utilize or modify No 30(.60 mm) 25-60 2. Section -Planting Soil F. Where tree specific disease vectors require,sterilize all pruning tools between the work in individual trees. benefit of the specifier only.Do not include the following information in the completed specifications. the existing soil. No 50(.30 mm) 10-30 3. Section-Irrigation 3.1 SITE EXAMINATION 3.12 TREE GROWTH REGULATOR INJECTION(TGR) The drainage rate of any soil is also influenced by the drainage rate of the soil lower in the profile.A 3. EXCAVATION REVIEW:Observe each area of excavation prior to the installation of any Planting Soil. No 100(.15 mm) 2-10 3 DESIGN CHANGES 07/24/2020 A. Examine the site,tree,plant and soil conditions.Notify the Owners Representative in writing of any conditions Note to specifier. Confirm that Tree Growth Regulator is appropriate for the project.If not remove this compacted hard pan or Clich6 layer below a free drainage soil can create poor drainage in the upper soil 4. DRAIN LINE INSTALLATION REVIEW:Upon completion of the installation of drain lines and prior to the No 200(0.75 mm 2-5 4. Section-Planting that may impact the successful Tree and Plant Protections that is the intent of this section. paragraph and the TGR product in Part 2.If appropriate,be sure that the specific trees to be treated are profile. To understand soil drainage one must investigate the total profile.Measured drainage rates are also installation of any Planting Soil highly influenced by soil compaction particularly in installed soil.A soil that drains at I inch per hour at 200 psi B. Provide a two gallon sample with manufacturers literature and material certification that the product meets the 5. Section-Lawn 3.2 COORDINATION WITH PROJECT WORK labeled on the Tree and Plant Protection Plan. There is little data on the effectiveness of TGR treatments.Use might become anaerobic if compacted to 350 psi. The amount of organic matter also influences drainage 5. COMPLETION of SOIL MODIFICATIONS REVIEW:Upon completion of all soil modification and requirements. 4 DESIGN CHANGES 11/06/2020 B. References:The following specifications and standards of the organizations and documents listed in this A. The Contractor shall coordinate with all other work that may impact the completion of the work. you own judgment on including it in the requirements. particulartyif the organic matteris the result of adding Compost to the soil.A little Compost(10%by volume) installation of planting soil. 2.5 LIME paragraph form a part of the specification to the extent required by the references thereto.In the event that the B. Prior to the start of Work,prepare a detailed schedule of the work for coordination with other trades. A. At the start of the construction contract period,treat all trees,indicated on the Plan,with Tree Growth Regulator will almost always increase drainage,but at higher amounts of Compost above 20%by volume will begin to 6. COMPLETION OF FINE GRADING AND SURFACE SOIL MODIFICATIONS REVIEW:Upon completion A. ASTM C 602,agricultural limestone containing a minimum 80 percent calcium carbonate equivalent and as requirements of the following referenced standards and specification conflict with this specification section the C. Coordinate the relocation of any irrigation lines currently present on the irrigation plan,heads or the conduits of at recommended rates,time of year and methods indicated by the product distributor. slow drainage in the lower level of the profile because the Compost also holds water.In general it is not of all surface soil modifications and fine grading but prior to the installation of shrubs,ground covers,or follows: 5 RESUBMITTAL 12/11/2020 requirements of this specification shall prevail.In the event that the requirements of any of the following referenced other utility lines or structures that are in conflict with tree locations.Root balls shall not be altered to fit around lines. 3.13 WATERING advisable to add much Compost to Planting Soil Mixes that are to be placed deeper than 12 inches but lots of lawns. standards and specifications conflict with each other the more stringent requirement shall prevail. Notify the Owner's Representative of any conflicts encountered. A. The Contractor shall be fully responsible to ensure that adequate water is provided to all plants to be preserved Compost can be added to the upper 6 inches of the soil profile. 1. Class:Class T,with a minimum 99 percent passing through No.8(2.36-mm)sieve and a minimum 75 1. ANSI A 300(Part 5)-Standard Practices for Tree,Shrub and other Woody Plant Maintenance,most 3.3 TREE AND PLANT PROTECTION AREA:The Tree and Plant Protection Area is defined as all areas indicated during the entire construction period.Adequate water is defined to be maintaining soil moisture above the permanent G. End of Warranty Acceptance:The date when the Owners Representative accepts that the plants and work in 1.13 PRE-CONSTRUCTION CONFERENCE percent passing through No.60(0.25-mm)sieve. current editions. on the tree protection plan.Where no limit of the Tree and Plant Protection area is defined on the drawings,the wilt point to a depth of 8 inches or greater. this section meet all the requirements of the warranty.It is intended that the materials and workmanship warranty for A. Schedule a pre-construction meeting with the Owner's Representative at least seven(7)days before beginning 2. Provide lime in form of dolomitic limestone. 6 PLANNING APPLICATION 01/29/2021 2. Pruning practices shall conform with recommendations"Structural Pruning:A Guide For The Green limit shall be the drip line(outer edge of the branch crown)of each tree. B. The Contractor shall adjust the automatic irrigation system,if available,and apply additional water,using hoses Planting,Planting Soil,and Irrigation(if applicable)work run concurrent with each other,and further defined in this work to review any questions the Contractor may have regarding the work,administrative procedures during B. Provide manufacturer's literature and material certification that the product meets the requirements. Industry";Published by Urban Tree Foundation,Visalia,California;most current edition. 3.4 Preparation: or water tanks as required. specification. construction and project work schedule. 2.6 EXISTING SOIL(ACCEPTABLE FOR PLANTING WITH MINIMUM MODIFICATIONS) 3. Glossary of Arboricultural Terms,International Society of Arboriculture,Champaign IL,most current edition. A. Prior to the preconstruction meeting,layout the limits of the Tree and Plant Protection Area and then C. Periodically test the moisture content in the soil within the root zone to determine the water content. H. Existing Soil:Mineral soil existing at the locations of proposed planting after the majority of the construction 1.14 QUALITY ASSURANCE Note to specifier.If existing soil is to be retained and reused,it is prudent to document the condition of this 7 DESIGN CHANGES 3/8/2020 within and around the planting site is completed and just prior to the start of work to prepare the planting area for soil A. Installer Qualifications:The installer shall be a firm having at least five(5)years of experience of a scope 1.4 VERIFICATION alignments of required Tree and Plant Protection Fencing and root pruning.Obtain the Owner's Representative's 3.14 WEED REMOVAL modification and/or planting,and further defined in this specification. similar to that required for the work,including the preparation,mixing and installation of soil mixes to support planting. soil prior to the start of construction.Documentation(called a soil report)should include standard agricultural A. All scaled dimensions on the drawings are approximate.Before proceeding with any work,the Contractor shall approval of the limits of the protection area and the alignment of all fencing and root pruning. A. During the construction period,control any plants that seed in and around the fenced Tree and Plant Protection 1. Fertilizer:amendment used for the purpose of adjusting soil nutrient composition and balance. The installer of the work in Section:Planting,shall be the same firm installing the work in this section. chemical soil testing,soil profile condition,as well as documenting soil penetration resistance to anticipated 8 RESUBMITTAL 3/8/2020 carefully check and verify all dimensions and quantities,and shall immediately inform the Owners Representative of B. Flag all trees and shrubs to be removed by wrapping orange plastic ribbon around the trunk and obtain the area at least three times a year. 1. The bidders list for work under this section shall be approved by the Owner's Representative. rooting depth.Such testing is typically already needed in order to make the decision of reusing this resource any discrepancies between the information on the drawings and the actual conditions,refraining from doing any work in Owner's Representative's approval of all trees and shrubs to be removed prior to the start of tree and shrub removal. 1. All plants that are not shown on the planting plan or on the Tree and Plant Protection Plan to remain shall J. Fine grading:The final grading of the soil to achieve exact contours and positive drainage,often accomplished and the testing and observations can easily be inserted into this section of the specification. said areas until given approval to do so by the Owner's Representative. After approval,mark all trees and shrubs to be removed with orange paint in a band completely around the base of the by hand rakes or drag rakes other suitable devices,and further defined in this specification,and further defined in this 2. Install.er Field Supervision:When any Planting Soil work is in progress,installer shall maintain,on site,an 1.5 PERMITS AND REGULATIONS tree or shrub 4.5 feet above the ground. be considered as weeds. specification. experienced full-time supervisor who can communicate in English with the Owners Representative. Undisturbed soil or soil with minor disturbance to soil profiles(e.g.farming)has at least two of the following A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded C. Flag all trees and shrubs to remain with white plastic ribbon tied completely around the trunk or each tree and B. At the end of the construction period provide one final weeding of the Tree and Plant Protection Area. K. Finished grade:surface or elevation of Planting Soil after final grading and 12 months of settlement of the soil, 3. Installer's field supervisor shall have a minimum of five(5)years experience as a field supervisor installing attributes: under provision of the contract or general conditions.The Contractor shall comply with all laws and ordinances bearing on a prominent branch for each shrub.Obtain the Owner's Representative's approval of all trees and shrubs to be 3.15 INSECT AND DISEASE CONTROLLER and further defined in this specification. soil,shall be trained and proficient in the use of field surveying equipment to establish grades and can A. Site soils not excessively graded or not compacted at root limiting or above. on the operation or conduct of the work as drawn and specified.If the Contractor observes that a conflict exists between remain prior to the start of tree and shrub removal. A. Monitor all plants to remain for disease and insect infestations during the entire construction period. Provide all L. Graded soil:Soil where the A horizon has been stripped and relocated or re-spread;cuts and fills deeper than communicate in English with the Owner's Representative. B. Soils previously disturbed have a restored A horizon(min 2.5%organic matter dry weight)at least 6 inches permit requirements and the work outlined in the contract documents,the Contractor shall promptly notify the Owner's D. Prior to any construction activity at the site including utility work,grading,storage of materials,or installation of disease and insect control required to keep the plants in a healthy state using the principles of Integrated Plant 12 inches,and further defined in this specification. 4. The installer's crew shall be experienced in the installation of Planting Soil,plantings,and irrigation(where deep and B andlor C horizons that drain and have acceptable compaction. Representative in writing including a description of any necessary changes and changes to the contract price resulting temporary construction facilities,install all tree protection fencing,Filter Fabric,silt fence,tree protection signs,Geogrid, Management(IPM).All pesticides shall be applied by a certified pesticide applicator. M. Installed soil:Planting soil and existing site soil that is spread and or graded to form a planting soil,and further applicable)and interpretation of planting plans,soil installation plans,and irrigation plans(where C. Soils are currently supporting mature tree and or large shrub growth with high vitality. from changes in the work. Mulch and or Wood Chips as shown on the drawings. 3.16 CLEAN-UP defined in this specification. applicable). D. Sufficient soil volumes meeting the above criteria above rock or other limiting structures to support the B. Wherever references are made to standards or codes in accordance with which work is to be performed or 3.5 SOIL MOISTURE A. During tree and plant protection work,keep the site free of trash,pavements reasonably clean and work area in N. Minor disturbance:Minor grading as part of agricultural work that only adjusts the A horizon soil,minor surface 5. Submit references of past projects and employee training certifications that support that the Contractors proposed plants. tested,the edition or revision of the standards and codes current on the effective date of this contract shall apply,unless A. Volumetric soil moisture level,in all soils within the Tree and Plant Protection Area shall be maintained above an orderly condition at the end of each day.Remove trash and debris in containers from the site no less than once a compaction in the top 6 inches of the soil,applications of fertilizers,installation of utility pipes smaller than 18 inches in meet all of the above installer qualifications and applicable licensures. otherwise expressly set forth. permanent wilt point to a depth of at least 8 inches.No soil work or other activity shall be permitted within the Tree and week. diameter thru the soil zone. B. Soil testing laboratory qualifications:an independent laboratory,with the experience and capability to conduct In addition to the above,the soil organic matter,pH,and chemistry in the A horizon should be suitable for the C. In case of conflict among any referenced standards or codes or between any referenced standards and codes Plant Protection Area when the volumetric soil moisture is above field capacity.The permanent wilt point and field 1. Immediately clean up any spilled or tracked soil,fuel,oil,trash or debris deposited by the Contractor from 0. Owners Representative:The person or entity,appointed by the Owner to represent their interest in the review the testing indicated and that specializes in USDA agricultural soil testing,Planting Soil Mixes,and the types of tests to proposed plants,or may need to be modified if required.In dry climates and sandy soils plants are often and the specifications,the more restrictive standard shall apply or Owners Representative shall determine which shall capacity for each type of soil texture shall be defined as follows(numbers indicate percentage volumetric soil moisture). all surfaces within the project or on public right of ways and neighboring property. and approval of the work and to serve as the contracting authority with the Contractor.The Owner's Representative may be performed.Geotechnical engineering testing labs shall not be used. adapted to grow in so#with very low organic matter and high pH.Raising the organic matter too high or govern. B. Once tree protection work is complete,wash all soil from pavements and other structures.Ensure that Mulch is appoint other persons to review and approve any aspects of the work. C. All delivered and installed Planting Soil shall conform to the approved submittals sample color,texture and lowering the pH may negatively impact native or adapted plant performance. 1.6 PROTECTION OF WORK,PROPERTY AND PERSON Soil type Permanent wilt point v/v Field capacity confined to planting beds. P. Ped:a clump or clod of soil held together by a combination of clay,organic mafter,and fungal hyphae,retaining approved test analysis. A. The Contractor shall protect the work,adjacent property,and the public,and shall be responsible for any v/V Sand,Loamy sand,Sandy loam 5-8% 12-18% C. Make all repairs to grades,ruts,and damage to the work or other work at the site. the original structure of the harvested soil. 1. The Owners Representative may request samples of the delivered or installed soil be tested for analysis to A. General definition of existing soil:Surface soil in the areas designated on the soils plan as existing soil,that is damages or injury due to his/her actions. Loam,Sandy clay,Sandy clay loam 14-25% 27- D. Remove and dispose of all excess Mulch,Wood Chips,packaging,and other material brought to the site by the Q. Planting Soil:Topsoil,or Planting Soil Mixes which are imported or existing at the site,or made from confirm the Planting Soil conforms to the approved material. not altered,compacted to root limiting density,graded or contaminated before or during the construction process and 1.7 CHANGES IN THE WORK 36% Clay loam,Silt loam 11 -22% Contractor. components that exist at the site,or are imported to the site;and further defined in this specification. considered acceptable for planting and long term health of the plants specified either as it exists or with only minor 31 -36% Silty clay,Silty clay loam 22-27% R. Poor drainage:Soil drainage that is slower than that to which the plants can adapt. This is a wide range of 2. All testing shall be performed by the same soil lab that performed the original Planting Soil testing. modification. A. The Owner's Representative may order changes in the work,and the contract sum should be adjusted 38-41% 3.17 Removal of fencing and other Tree and plant protection metrics,but generally if the soil is turning gray in color it is reasonable preferable to either to plant moisture 3. Testing results shall be within 10%plus or minus of the values measured in the approved Planting Soil accordingly.All such orders and adjustments plus claims by the Contractor for extra compensation must be made and 1. Volumetric soil moisture shall be measured with a digital,electric conductivity meter.The meter shall be A. At the end of the construction period or when requested by the Owners Representative remove all fencing, adaptive plants at smaller sizes that are young in age with shallow root balls or look at options to improve the Mixes. 1. The Owner's Representative shall verify that the soil in the designated areas is suitable at the beginning of approved in writing before executing the work involved. Wood Chips or Mulch,Geogrids and Filter Fabric,trunk protection and or any other Tree and Plant Protection material. drainage planting bed preparation work in that area.In the event that the work of this project construction has the Digital Soil Moisture Meter,DSMM500 by General Specialty Tools and Instruments,or approved 4. Any Planting Soil that fails to meet the above criteria,if requested by the Owners Representative,shall be damaged the existing soil in areas designated for use as Planting Soil to the point where the soil is no 1.8 CORRECTION OF WORK equivalent meter. 3.18 DAMAGE OR LOSS TO EXISTING PLANTS TO REMAIN S. Scarify:Loosening and roughening the surface of soil and sub soil prior to adding additional soil on top,and removed and new soil installed. longer suitable to support the plants specified,the Owner's Representative may require modification of the A. The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall B. The Contractor shall confirm the soil moisture levels with a moisture meter.If the moisture is too high,suspend Note to specifier. This clause is not written to cover high value heritage trees.A specification to address high further defined in this specification. D. Soil compaction testing:following installation or modification of soil,test soil compaction with a penetrometer. damaged soil up to and including removal and replacement with soil of equal quality to the soil that existed PROJECT NO: 19036WA remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative,at the operations until the soil moisture drains to below field capacity. value heritage trees should be added here if any exist on the project T. Soil Fracturing:Deep loosening the soil to the depths specified by using a back hoe,and further defined in this 1. Maintain at the site at all times a soil cone penetrometer with pressure dial and a soil moisture meter to prior to construction.Examples of damage include further compaction,contamination,grading,creation of 1 VI soonest possible time that can be coordinated with other work and seasonal weather demands. 3.6 ROOT PRUNING: A. Any trees or plants designated to remain and which are damaged by the Contractor shall be replaced in kind by specification. check soil compaction and soil moisture. hard pan or drainage problems,and loss of the 0,and or A horizon. SCALE: =10' 1.9 DEFINITIONS A. Prior to any excavating into the existing soil grade within 25 feet of the limit of the Tree and Plant Protection the Contractor at their own expense.Trees shall be replaced with a tree of similar species and of equal size or 6 inch Note to specifier. The following paragraph is a general introduction to soil fracturing terminology and is a. Penetrometer shall be AgraTronix Soil Compaction Meter distributed by Ben Meadows, a. Do not begin work on additional modifications until changes to the contract price are approved by DRAWN BY: GM Note to specifier.Delete any words below that are not used in the final specification. Area or trees to remain,root prune all existing trees to a depth of 24 inches below existing grade in alignments following caliper which ever is less.Shrubs shall be replaced with a plant of similar species and equal size or the largest size intended for the benefit of the specifier only.Do not include the following information in the completed www.benmeadows.com or approved equal. Owners Representative. All terms in this specification shall be as defined in the"Glossary of Arboricultural Terms"or as modified below. the edges of the Tree and Plant Protection Area or as directed by the Owner's Representative.Root pruning shall be in plants reasonably available which ever is less.Where replacement plants are to be less than the size of the plant that is specifications. b. Moisture meter shall be"general digital soil moisture meter"distributed by Ben Meadows, 2. Soil testing results and soil observation notes that describe the pre-construction soil conditions in the REVIEWED BY: TC A. Owner's Representative:The person appointed by the Owner to represent their interest in the review and conformance with ANSI A300(part 8)latest edition. damaged,the Owner's Representative shall approve the size and quality of the replacement plant. The back hoe method of soil fracturing is more practical in small spaces and can be more selective in areas www.benmeadows.com or approved equal existing soil areas are included as an appendix to this specification: APPROVED BY: approval of the work and to serve as the contracting authority with the Contractor.The Owner's Representative may 1. Using a rock saw,chain trencher or similar trenching device,make a vertical cut within 2 feet of the limit of 1. All trees and plants shall be installed per the requirements of Specification Section Planting. and depths loosened when constrained by utility lines and structures such as walks,curbing or walls. The 2. Prior to testing the soil with the penetrometer check the soil moisture and penetrometer readings in the Note to specifier.,Delete the above sentence if no soil test are included. appoint other persons to review and approve any aspects of the work. grading. B. Plants that are damaged shall be considered as requiring replacement or appraisal in the event that the back hoe digs into the soil lifting and then dropping the soil immediately back into the hole. The bucket then mockup soils.Penetrometer readings are impacted by soil moisture and excessively wet or dry soils will B. Protect existing soil from compaction,contamination,and degradation during the construction process. B. Reasonable and reasonably:When used in this specification is intended to mean that the conditions cited will 2. After completion of the cut,make clean cuts with a lopper,saw or pruner to remove alI torn root ends on damage affects more than 25%of the crown,25%of the trunk circumference,or root protection area,or the tree is moves to the adjacent soil and repeats.Optimally,a layer of Compost is spread over the soil before fracturing read significantly lower or higher than soils at optimum moisture. damaged in such a manner that the tree could develop into a potential hazard.Trees and shrubs to be replaced shall be is begun and the Compost falls into the spaces between the soil chunks created by the effort. The deeper the C. Unless otherwise instructed,remove all existing plants,root thatch,and non-soil debris from the surface of the not affect the establishment or long term stability,health or growth of the plant.This specification recognizes that plants the tree side of the excavation,and backfill the trench immediately with existing soil,filling all voids. removed by the Contractor at his own expense. fracturing and the more compact and dryer the soil the more difficult the operation becomes,but is generally 3. The penetrometer readings shall be within 20%plus or minus of the readings in the approved mockup soil using equipment that does not increase compaction of soil to root limiting levels. are not free of defects,and that plant conditions change with time.This specification also recognizes that some 3.7 INSTALLATION OF GEOGRIDS,FILTER FABRIC,MATTING,WOOD CHIPS AND OR MULCH less limited by built objects than soil ripping.Fracturing is not practical when soil moisture is close to or above when at similar moisture levels. D. Modifications: decisions cannot be totally based on measured findings and that profession judgment is required.In cases of differing A. Install Geogrids,Filter Fabric,matting,Wood Chips and or Mulch in areas and depths shown on the plans and 1. The Owners Representative may engage an independent arborist to assess any tree or plant that appears field capacity.Fracturing leaves the soil surface quite rough with large soil clods. These must be broken by 1.15 SITECONDITIONS 1. When results of soil tests recommend chemical adjustments,till surface soil to six inches or greater after opinion,the Owners Representative expert shall determine when conditions within the plant are judged as reasonable. details or as directed by the Owners representative.In general it is the intent of this specification to provide the to have been damaged to determine their health or condition. additional tilling. Tilling in more Compost to the surface after fracturing will help create an A horizon soil andlor A. It is the responsibility of the Contractor to be aware of all surface and subsurface conditions,and to notify the chemical adjustments have been are applied. C. Shrub:Woody plants with mature height approximately less than 25 feet. following levels of protection: C. Any tree that is determined to be dead,damaged or potentially hazardous by the Owner's arborist and upon the imported or reused Topsoil can be added on top of the fractured soil. Owner's Representative,in writing,of any circumstances that would negatively impact the health of plantings.Do not D. Tree and Plant Protection Area:Area surrounding individual trees,groups of trees,shrubs,or other vegetation 1. All areas within the Tree and Plant Protection area provide a minimum of 5 inches of Wood Chips or Mulch. request of the Owner's Representative shall be immediately removed by the Contractor at no additional expense to the U. Soil Horizons:as defined in the USDA National Soil Survey Handbook proceed with work until unsatisfactory conditions have been corrected. 2. Remove existing turf thatch,ground cover plants and weeds. to be protected during construction,and defined by a circle centered on the trunk with each tree with a radius equal to owner.Tree removal shall include all clean up of all wood parts and grinding of the stump to a depth sufficient to plant http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/scientists/?cid=nrcsl 42p2_054242 3. Provide pre-emergent weed control if indicated. the clown dripline unless otherwise indicated by the owners representative. 2. Areas where foot traffic or storage of lightweight materials is anticipated to be unavoidable provide a layer the replacement tree or plant,removal of all chips from the stump site and filling the resulting hole with topsoil. 1. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or Make chemical adjustment as recommended by the soil test. E. Tree:Single and multi-stemmed plants,including palms with anticipated mature height approximately greater of Filter Fabric under the 5 inches of Wood Chips or Mulch. D. Any remedial work on damaged existing plants recommended by the consulting arborist shall be completed by V. Soil Tilling:Loosening the surface of the soil to the depths specified with a rotary tine tilling machine,roto survival of plant material,the Contractor shall notify the Owners Representative in writing,stating the Specifications than 25 feet or any plant identified on the plans as a tree. 3. Areas where occasional light vehicle traffic is anticipated to be unavoidable provide a layer of Geogrids the Contractor at no cost to the owner.Remedial work shall include but is not limited to: soil compaction remediation tiller,(or spade tiller),and further defined in this specification. conditions and submit a proposal covering cost of corrections.If the Contractor fails to notify the Owner's under 8 inches of Wood Chips or Mulch. and vertical mulching,pruning and or cabling,insect and disease control including injections,compensatory watering, W. Subgrade:surface or elevation of subsoil remaining after completing excavation,or top surface of a fill or Representative of such conditions,they shall remain responsible for plant material under the warrantee 1.10 SUBMITTALS 4. Areas where heavy vehicle traffic is unavoidable provide a layer of Geogrids under 8-12 inches of Wood additional mulching,and could include application tree growth regulators(TGR). backfill,before placing Planting Soil. clause of the specifications. Chips or Mulch and a layer of matting over the Wood Chips or Mulch. E. Remedial work may extend up to two years following the completion of construction to allow for any X. Substantial Completion Acceptance:The date at the end of the Planting,Planting Soil,and Irrigation installation 2. This specification requires that all Planting Soil and Irrigation(if applicable)work be completed and requirements of multiple applications or the need to undertake applications at required seasons of the year. (if applicable)where the Owners Representative accepts that all work in these sections is complete and the Warranty accepted prior to the installation of any plants. Note to specifier.,The arborist report,described below is to provide a current assessment of a//trees to remain B. The Owners Representative shall approve the appropriate level of protection. period has begun.This date may be different than the date of substantial completion for the other sections of the and serve as the basis for determining if trees are damaged. The Contractor is made responsible for the C. In the above requirements,light vehicle is defined as a track skid steer with a ground pressure of 4 psi or project,and further defined in this specification. 1.16 SOIL COMPACTION-GENERAL REQUIREMENTS preparation of this report with the Owner's Representative responsible for approval of the report so that both lighter.A heavy vehicle is any vehicle with a tire or track pressure of greater than 4 psi. Lightweight materials are any END OF SECTION 01 56 39 Y. Topsoil:naturally produced and harvested soil from the A horizon or upper layers or the soil as further defined A. Except where more stringent requirements are defined in this specification.The following parameters shall sides of the contract are satisfied that the condition of these trees is accurately reported before any work has packaged materials that can be physically moved by hand into the location.Bulk materials such as soil,or aggregate in this specification. define the general description of the threshold points of soil compaction in existing,modified or installed soil and subsoil. started.Add or delete any portions that do not apply. shall never be stored within the Tree and Plant Protection Area. BB. Undisturbed soil:Soils with the original A horizon intact that have not been graded or compacted.Soils that A. ARBORIST REPORT: Prior to the start of construction,submit,for approval by the Owner's Representative, 3.8 PROTECTION: have been farmed,subjected to fire or logged but not graded,and natural forested land will be considered as B. The following are threshold levels of compaction as determined by each method. the report of a consulting arborist who is a registered Consulting Arborist@(RCA)with American Society of Consulting Arborists or an ISA Board Certified Master Arborist,which details the following information for all trees to remain within A. Protect the Tree and Plant Protection Area at all times from compaction of the soil;damage of any kind to SECTION 32 9100 undisturbed. 1. Acceptable Compaction:Good rooting anticipated,but increasing settlement expected as compaction is the area designated on the drawings as the Tree and Plant Protection Area. The report shall include the following: trunks,bark,branches,leaves and roots of all plants;and contamination of the soil,bark or leaves with construction PLANTING SOIL 1.10 SUBMITTALS reduced and/or in soil with a high organic matter content. 1. A description of each tree to remain indicating its genus and species,condition including any visible materials,debris,silt,fuels,oils,and any chemicals substance.Notify the Owner's Representative of any spills, A. See the contract General Conditions for policy and procedures related to submittals. a. Bulk Density Method-Varies by soil type see Chart on page 32 in Up By Roots compaction or damage and take corrective action immediately using methods approved by the Owners Representative. PART 1 GENERAL b. Standard Proctor Method-75-85%;soil below 75%is unstable and will seftle excessively. L - 22 CLIENT PROJECT NO. TBD �OPMVVIR&R?ffil F�&(?W'MBLE FOR PLANTING WITH INDICATED MODIFICATION) d. Using the pneumatic air knife,mix the Compost into the top 6-8 inches of the loosened soil. 1. Scarify the subsoil of the subgrade to a depth of 3-6 inches with the teeth of the back hoe or loader Connection(POC),Backfiow Preventer Device(BFPD)location,booster pump location and electrical hookups. days(s)from the date of notification of a defect. A. Individual types of pipe and fittings supplied are to be of compatible manufacturer unless otherwise approved. ARCHITECT: Planni Division- u ertino Note sp NS:This specification assumes that there will be separate set of drawings in the e. Work in sections such that the entire process-including irrigation-can be completed in one day.Apply bucket,tiller or other suitable device. 1.2 CONTRACT DOCUMENTS 1.15 SITE CONDITIONS Pipe sizes shown are nominal inside diameter unless otherwise noted. ,onst c ed Soils Plans B. Plastic pipe: Cas # These plans and details will define the areas on the site where approximately one inch of water over the loosened soil at the completion of each day's work.Apply 2. Immediately install the Planting Soil.Protect the loosened area from traffic.DO NOT allow the loosened A. Shall consist of specifications and its general conditions and the drawings.The intent of these documents is to A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions,and to notify the 'W" occur. The plan should be a simple diagram with each type of soil mulch or turf as indicated on the drawings within one week of the completion of work. subgrade to become compacted. include all labor,materials,and services necessary for the proper execution of the work.The documents are to be Owners Representative,in writing,of any circumstances that would negatively impact the installation of the work.Do 1. All pipe shall be free of blisters,internal striations,cracks,or any other defects or imperfections.The pipe rnodi §Oetail.Details of different modifications are included in the set of details that accompany ff4gRA-Ts.Using this method allows a wide range of different modifications to be required such that 2.8 PLANTING SOIL MIXES 3. In the event that the loosened area becomes overly compacted,loosen the area again prior to installing the considered as one.Whatever is called for by any part shall be as binding as if called for in all parts. not proceed with work until unsatisfactory conditions have been corrected. shall be continuously and permanently marked with the following information:manufacturer's name or Ap val Bo8 . f W 0 0 D t�e�'mk�oldRifificWatio(ylffl_gsily fix the existing soil conditions,the expectations for plant performance,the project Note to speciffer:The subject of Planting Soil Mixes is quite complex and requires significant information Planting Soil. 1.3 RELATED DOCUMENTS AND REFERENCES 1.16 DELIVERY,STORAGE,AND HANDLING trade mark,size,class and type of pipe pressure rating,quality control identifications,date of extrusion, Ap val Dat u about the goals of the planting.Mixes can include free draining high use turf planting soil mixes,bio-retention D Install the Planting Soil in 12-18 inch lifts to the required depths.Apply compacting forces to each lift as A. Related Documents: A. All materials and equipment shall be stored properly and protected as required by the Contractor.The and National Sanitation Foundation(NSF)rating. ARCH ITECTU RE Sig ture "get rz6h7geff��a no required to attain the required compaction.Scarify the top of each lift prior to adding more Planting Soil by dragging the in the evete.'s'nu-'U'.-,0 oepaidtv Suds Plan,this information can be added to the Planting Plan.On simple mixes,specialty mixes for palm planting or slow draining mixes designed to reduce water use and Contractor shall be entirely responsible for damages or loss by weather or other cause to work under the contract. 2. Pressure main line for piping upstream of remote control valves and quick coupling valves: oe anager maintenance. The specifier will need to design the Planting Soil Mix that is best for each part of the project teeth of a loader bucket or backhoe across the soil surface to roughen the surface. Note to specifier., Coordinate this list with the other related specification sections. Add or delete sections as sites where ne soil modification may be appropriate,the specification could be used without having a plan.If no The following specification is for a moderately slow draining Mix that would be good for trees and shrubs and E. Phase work such that equipment to deliver or grade soil does not have to operate over previously installed appropriate. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the work. a. Pipe smaller than 2 inch diameter shall be plastic pipe for use with solvent weld or threaded fittings. 1512 W' Mineral King Ave. Soils Plan is included,be sure to remove reference to a Soils Plan from these specifications and replace it with can serve as a template for other mixes. The key adjustment for most applications is to change the proportion Planting Soil.Work in rows of lifts the width of the extension of the bucket on the loader.Install all lifts in one row before B. Deliver the products to the job site in their original unopened container with labels intact and legible at time of Shall be manufactured rigid virgin polyvinyl chloride(PVC)1220,Type 1,Grade 2 conforming to ASTM Visalia, Ca 93291 the appropriate reference that defines the limits of soil modification. TopsoillCoarse Sand and Compost Local suppliers may also have their own specification or Mix design. proceeding to the next.Work out from the furthest part of each bed from the soil delivery point to the edge of the each 1. Drawings and general provisions of contract,including general and supplementary conditions and Division I use. D 1785,designated as Schedule 40. 559. 786. 9600 (c) A. General definition:Surface soil in the areas designated on the soils plan as Modified Existing Soil has been These can be inserted into this specification. bed area. specifications,apply to work of this section. C. Store in accordance with the manufacturers'recommendations. b. Pipe 2-3 inch diameter shall be manufactured rigid virgin polyvinyl chloride(PVC),Type 1,Grade 2 559. 636. 3277 (f) altered and or graded before or during the construction process but is still considered acceptable for planting and long 2. Related Specification Sections conforming to ASTM D 1785,designated as bell gasket Class 315. Q7 www.iwoodarchitecture.com term health of the plants specified with the proposed modifications.Modifications respond to the soil problems expected Note that the topsoil and planting mix is not to be screened or mixed in a sol blending machine. Screening Note to specifier. The following 4 paragraphs are not normal to most soil installation specifications but are 1.17 PROTECTION or encountered.The Owners Representative shall verify that the soil in the designated areas is suitable for modification and blending breaks down important topsoil peds and reduces drainage in the soil.Machine blended and deemed critical to the process. Be sure that the Owner's Representative is familiar with these requirements a. Section-Planting c. Pipe larger than 3 inch diameter shall be manufactured rigid virgin polyvinyl chloride(PVC),Type 1, at the beginning of planting bed preparation work in that area. screened mixes typically will require more sand during construction observation. b. Section-Planting Soil A. The Contractor shall continuously maintain adequate protection of all their work from damage,destruction,or Grade 2 conforming to ASTM D 1785,designated as bell gasket Class 200 PVC. 1. The Owners Representative shall verify that the soil in the designated areas is suitable for the specified A. General definition:Mixes of Existing Soil or Imported Topsoil,Coarse Sand,and or Compost to make a new F. Where possible place large trees first and fill Planting Soil around the root ball. c. Section-Lawn loss,and shall protect the owners property from damage arising in connection with this contract.Contractor shall make 3. Non_pressure lateral line for piping downstream of remote control valves:plastic pipe for use with solvent modification at the beginning of planting bed preparation work in that area.In the event that the work of this soil that meets the project goals for the indicated planting area.These may be mixed off site or onsite,and will vary in G. Installing soil with soil or mulch blowers or soil slingers shall not be permitted due to the over mixing and soil good any such damage,destruction,loss or injury.Contractor shall adequately protect adjacent property as provided by weld or threaded fittings.Shall be manufactured rigid virgin polyvinyl chloride PVC 1220(type 1,grade 2) project construction has damaged the existing soil in areas designated for modification to the point where Mix components and proportions as indicated. ped breakdown cause by this type of equipment. d. Sections-Mechanical/Plumbing law and the contract documents. conforming to ASTM d 1785,designated as Class 200,3/4 minimum size. the soil is no longer suitable to support the plants specified with the specified modification,the Owner's B. Planting Mix-moderately slow draining soil for trees and shrub beds H. Where travel over installed soil is unavoidable,limit paths of traffic to reduce the impact of compaction in e. Section-Tree and Plant Protection B. The Contractor shall maintain sufficient safeguards,such as railings,temporary walks,lights,etc.,against the C. Galvanized pipe shall be used for above ground connections to,backfiow prevention device assemblies,hose PROJECTINFO: Representative may require further modification of the damaged soil up to an including removal and 1. A Mix of Imported Topsoil,Coarse Sand and Compost.The approximate Mix ratio shall be: Planting Soil.Each time equipment passes over the installed soil it shall reverse out of the area along the same path f. Sections-Electrical occurrence of accidents,injuries or damage to any person or property resulting from their work,and shall alone be bibs,and booster pumps and as shown on the plans and details. replacement with soil of equal quality to the soil that would have resulted from the modification.Damage Mix component %by moist volume with the teeth of the bucket dropped to scarify the soil.Comply with the paragraph"Compaction Reduction"(section 3.9) B. References: responsible for the same if such occurs. 1. Pipe shall be hot dip galvanized continuous welded,seamless,Schedule 40 conforming to applicable may include further compaction,contamination,grading,creation of hard pan or drainage problem,and Imported Topsoil unscreened 45-50% in the event that soil becomes over compacted. C. All existing paving,structures,equipment or plant material shall be protected at all times,including the irrigation current ASTM standards. loss of the 0,and or A horizon. Coarse sand 40-45% 1. The depths and grades shown on the drawings are the final grades after settlement and shrinkage of the 1. American Society of Testing Materials(ASTM):cited section numbers. system related to plants,from damage by workers and equipment.The Contractor shall follow all protection 2. General requirements for all soil modifications: compost material.The Contractor shall install the Planting Soil at a higher level to anticipate this reduction of Planting 2. National Sanitation Foundation(NSF):rating system. requirements including plant protection provision of the general contract documents.All damages shall be repaired or 2.4 FITTINGS AND CONNECTIONS: FG01 a. Take soil samples,test for chemical properties,and make appropriate adjustments. Compost 10% Soil volume.A minimum settlement of approximately 10-15%of the soil depth is expected.All grade increases are replaced at the Contractors expense.Repairs and or replacement shall be to the satisfaction of the Owners b. Unless otherwise instructed,remove all existing plants,root thatch,and non-soil debris from the surface 2. Final tested organic matter between 2.75 and 4%(by dry weight). assumed to be as measured prior to addition of surface Compost till layer,mulch,or sod. 3. Irrigation Association:Turf&Landscape Irrigation Best Management Practices Representative,including the selection of a Contractor to undertake the repair or maintenance.Repairs shall be at no A. Polyvinyl chloride pipe fittings and connections:Type 11,Grade 1,Schedule 40,high impact molded fittings, of the soil using equipment that does not add to the compaction in the soil. 3. Mix the Coarse Sand and Compost together first and then add to the Topsoil.Mix with a loader bucket to 3.9 Compaction requirements for installed or modified Planting Soil 1.4 VERIFICATION cost to the owner. manufactured from virgin compounds as specified for piping tapered socket or molded thread type,suitable for either PHASE 2 c. All soil grading,tilling and loosening must be completed at times when the soil moisture is below field loosely incorporate the Topsoil into the Coarse Sand/Compost Mix.DO NOT OVER MIX!Do not mix with a 1. For trees damaged to the point where they will not be expected to survive or which are severely disfigured solvent weld or screwed connections.Machine threaded fittings and plastic saddle and flange fittings are not 16* capacity.Allow soil to drain for at least two days after any rain event more than 1 inch in 24 hours,or soil blending machine.Do not screen the soil.Clumps of Soil,Compost and Coarse Sand will be permitted A. Compact installed Planting Soil to the compaction rates indicated and using the methods approved for the soil A. Irrigation piping and related equipment are drawn diagrammatically.Scaled dimensions are approximate only. and that are too large to replace,the cost of damages shall be as determined by the Owners arborist using acceptable.Furnish fittings permanently marked with following information:nominal pipe size,type and schedule of 18922 FORGE DRIVE long enough so that the soil does not make the hand muddy when squeezed. in the overall Mix. mockup.Compact each soil lift as the soil is installed. Before proceeding with work,carefully check and verify dimensions and immediately notify the Owners Representative accepted tree value evaluation methods. material,and National Sanitation Foundation(NSF)seal of approval.PVC fittings shall conform to ASTM D2464 and B. Existing soil that is modified by tilling,ripping or fracturing shall have a density to the depth of the modification, of discrepancies between the drawings or specifications and the actual conclitions.Although sizes and locations of D2466. d. Provide pre-emergent weed control after the soil work is complete and plants planted but prior to adding 4. At the time of final grading,add fertilizer if required to the Planting Soil at rates recommended by the after completion of the loosening,such that the penetrometer reads approximately 75 to 250 psi at soil moisture plants and or irrigation equipment are drawn to scale wherever possible,it is not within the scope of the drawings to D. The Contractor shall refrain from trenching within the drip line of any existing tree to remain.The Owners B. Brass pipe fittings,unions and connections:standard 125 pound class 85%red brass fittings and connections, CUPERTINO, CA 95014 mulch to the surface,if indicated by weed type and degree of threat. testing results for the plants to be grown. approximately the mid-point between wilting point and field capacity.This will be approximately between 75 and 82%of show all necessary offsets,obstructions,or site conditions.The Contractor shall be responsible to install the work in Representative may require the Contractor to relocate proposed irrigation work,bore lines beneath roots or use air IPS threaded. B. Modified existing soil-soil removed,stockpiled,and spread 5. Provide a two gallon sample with testing data that includes recommendations for chemical additives for the maximum dry density standard proctor. such a manner that it will be in conformance to site conditions,complete,and in good working order. spade technology to dig trenches through and under the root system to avoid damage to existing tree root areas. C. PVC Schedule 80 threaded risers and nipples:Type 1,grade 1,Schedule 80,high impact molded, 1. Description of condition to be modified:Existing soil that is suitable for reuse as Planting Soil but is in the types of plants to be grown.Samples and testing data shall be submitted at the same time. C. Installed Planting Soil Mix and re-spread existing soil shall have a soil density through the required depth of the B. Piping and equipment is to be located within the designated planting areas wherever possible unless 1.18 EXCAVATING AROUND UTILITIES manufactured from virgin compounds as specified for piping and conforming to ASTM D-2464.Threaded ends shall be wrong place of elevation,or cannot be adequately protected during construction.Soil is to be harvested, installed layers of soil,such that the penetrometer reads approximately 75 to 250 psi at soil moisture approximately the specifically defined or dimensioned otherwise. A. Contractor shall carefully examine the civil,record,and survey drawings to become familiar with the existing molded threads only.Machined threads are not acceptable. stockpiled and re-spread with or without further modifications as indicated. 2.9 PRE-EMERGENT HERBICIDES mid-point between wilt point and field capacity.This will be approximately between 75 and 82%of maximum dry density 1.5 PERMITS AND REGULATIONS underground conditions before digging. D. Galvanized pipe fittings shall be galvanized malleable iron ground joint Schedule 40 conforming to applicable Note to specifier:Pre-emergent herbicides have known environmental impacts. The project team must evaluate standard proctor. A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded 1. Do not begin any excavation until all underground utilities have been located and marked. current ASTM standards. Note to specifier,,If existing soils are to be harvested and reused,the areas where soil may be reused the risks and rewards of using chemical treatments to control weeds and consider specifying hand weed removal. D. Planting Soil compaction shall be tested at each lift using a penetrometer calibrated to the mockup soil and its under provision of the contract or general conditions.The Contractor shall comply with all laws and ordinances bearing CLIENT: and the depths of soil harvesting must be described on the drawings and the specifications. This requires moisture level.The same penetrometer and moisture meter used for the testing of the mockup shall be used to test on the operation or conduct of the work as drawn and specified.If the Contractor observes that a conflict exists between Determine location of underground utilities and perform work in a manner that will avoid possible damage. 2.5 SOLVENT CEMENTS AND THREAD LUBRICANT A. Chemical herbicides are designed to prevent seeds of selective plants from germinating.Exact type of installed soil throughout the work. that the specifier has site and soil knowledge sufficient to make these decisions.Additionally,one of the herbicide shall be based on the specific plants to be controlled and the most effective date of application. permit requirements and the work outlined in the contract documents,the Contractor shall promptly notify the Owner's Hand excavate, as required. Maintain stakes and or markings set by others until parties concerned mutually A. Solvent cements shall comply with ASTM D2564.Socket joints shall be made per recommended procedures greatest limitations on reuse of soil at many projects is finding a suitable place to store the soil during E. Maintain moisture conditions within the Planting Soil during installation or modification to allow for satisfactory Representative in writing including a description of any necessary changes and changes to the contract price resulting agree to their removal. for joining PVC plastic pipe and fittings with PVC solvent cement and primer by the pipe and fitting manufacturer and construction. This coordination must be resolved during the design process with the project manager. B. Submit report of expected weed problems and the recommendation of the most effective control for approval by compaction.Suspend operations if the Planting Soil becomes wet.Apply water if the soil is overly dry. from changes in the work. procedures outlined in the appendix of ASTM D2564. Owner's Representative.Provide manufacturer's literature and material certification that the product meets the F. Provide adequate equipment to achieve consistent and uniform compaction of the Planting Soils.Use the Note to specifier., Insert the telephone number and correct name of the Local Utility Locator Service if 2. Modifications: requirements. smallest equipment that can reasonably perform the task of spreading and compaction.Use the same equipment and B. Wherever references are made to standards or codes in accordance with which work is to be performed or available to the paragraph below. B. Thread lubricant shall be Teflon ribbon-type,or approved equal,suitable for threaded installations as per a. Excavate existing soil from the areas and to depths designated on the drawings.Stockpile in zones Note to speciFier.Insert additional products as needed for the specific project requirements. methods of compaction used to construct the Planting Soil mockup. tested,the edition or revision of the standards and codes current on the effective date of this contract shall apply,unless B. Notification of Local Utility Locator Service,Insert PHONE NUMBER,is required for all excavation around manufacturer's recommendations. noted on the drawings or in areas proposed by the Contractor. Note to specifier.If soil drainage rates or subsurface conditions indicate that additional drainage beyond G. Do not pass motorized equipment over previously installed and compacted soil except as authorized below. otherwise expressly set forth. utilities.The Contractor is responsible for knowing the location and avoiding utilities that are not covered by the Local C. Pipe Joint Compound(Pipe dope)shall be used on all galvanized threaded connections.Pipe Joint 1.)Prepare a soil stock pile plan for approval. modification in needed subsurface drain lines may need to be added. 1. Light weight equipment such as trenching machines or motorized wheel barrows is permitted to pass over C. In case of conflict among any referenced standards or codes or between any referenced standards and codes Utility Locator Service. Compound is a white colored,non-separating thread sealant compound designed to seal threaded connections against b. Excavate soil using equipment and methods to preserve the clumps and peds in the soil.Generally this and the specifications,the more restrictive standard shall apply or Owner's Representative shall determine which shall leakage due to internal pressure.It shall contain PTIFE(Polytetrafluoroethylene)to permit a tighter assembly with lower means using the largest piece of equipment that is practical for the project size and scope. There are many pipe options available from heavy duty Schedule 40 PVC pipes to lightweight ABS corrugated finished soil work. govern. torque,secure permanent sealing of all threaded connections and allow for easy disassembly without stripping or c. Protect stock piles from erosion by compacting or tracking the soil surface,covering with breathable flexible pipes. This specification will provide three pipe options. The specifier must select the appropriate pipe 2. If work after the installation and compaction of soil compacts the soil to levels greater than the above Note to specifier., If the project is not in California remove the following paragraph. damaging threads. fabric or planting with annual grasses as appropriate for the season,location,and length of expected from the below list that meets the budget and operational needs of the project and delete the other options.It requirements,follow the requirements of the paragraph"Over Compaction Reduction"below. 1.6 PROTECTION OF WORK,PROPERTY AND PERSON C. Section 4216/4217 of the government code requires a dig-alert identification number be issued before a"permit time of storage. is advised not to use the corrugated pipe as it is too easily crushed and tends to silt up faster than the other 3.10 OVER COMPACTION REDUCTION A. The Contractor shall adequately protect the work,adjacent property,and the public,and shall be responsible to excavate"will be valid.For your dig-alert identification number call underground service alert toll free 1-800-422-4133 ENTION DEVICES d. Re-spread soil as required in Part 3 of this specification. alternatives. A. Any soil that becomes compacted to a density greater than the specified density and/or the density in the for any damages or injury due to the Contractors actions. two working days before beginning construction. A. The backfiow prevention device shall be certified to NSFANSI 372 shall be ASSE Listed 1013,rated to 180 C. Modified existing soil-compacted surface soil(Tilling Option) Note that filter fabric socks and other filter cloth applications around the pipe or the pipe bedding material is approved mockup shall be dug up and reinstalled.This requirement includes compaction caused by other 1.7 CHANGES IN THE WORK degree F,and supplied with full port ball valves. Note to specifier.-If the soil problem is limited to surface compaction,one of two options should be not include in this specification and is not recommended due to tendency of the filter cloth to clog. sub-contractors after the Planting Soil is installed and approved. A. The Owner's Representative may order changes in the work,and the contract sum being adjusted accordingly. 1.19 POINT OF CONNECTION B. The main body and access covers shall be low lead bronze(ASTM B 584) considered:Tilling option or Radial Trenching option. Tilling prepares an entire root zone for trees and 2.10 HEAVY DUTY PIPE DRAINPIPE B. Surface roto tilling shall not be considered adequate to reduce over compaction at levels 6 inches or greater All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in Note to specifier.Confirm exactly where the irrigation Contractor is to connect to the water and high voltage C. The seat ring and all internal polymers shall be NSF Listed Noryl and the seat disc elastomers shall be silicone. other plants but is relatively shallow. The radial trenching goes deeper.As the level of compaction A. Drain pipe shall be 4 inch diameter,perforated,PVC,Schedule 40 pipe.Holes in the pipe shall only be on the below finished grade. writing before executing the work involved. electrical supply.Often the General Contractor and their plumber and electrician are to provide the connections,including the electricaijunction box or plug receptacle,back flow preventer,main shutoff valve D. Backflow Preventer shall be as indicated on the drawings. increases,these two methods become less effective.Select one of these options based on the project bottom quadrant.All fittings,elbows,unions,T's and screw caps shall be the same material and from the same 3.11 INSTALLATION OF CHEMICAL ADDITIVES B. All changes in the work,notifications and Contractor's request for information(RFI)shall conform to the and other items. Where non-potable water is used another Contractor may provide some of the required requirements and delete the other or use both options to treat the upper(Tilling)and lower(Trenching) manufacturer as the pipe."T"and elbow joints shall be sanitary type connections.All joints shall be solvent welded. A. Following the installation of each soil and prior to fine grading and installation of the Compost till layer,apply contract general condition requirements. equipment and connections. This specification provides two options,which may also need further 2.7 PRESSURE REGULATOR portions of the so#profile.. Submit manufacturers product literature for approval by the Owners Representative. chemical additives as recommended by the soil test,and appropriate to the soil and specific plants to be installed. 1.8 CORRECTION OF WORK modification by the specifier. The specifier must confirm assumptions and pick one of the following options. A. Pressure regulator shall certified to NSF/ANSI 372,consisting of low lead bronze body bell housing,a separate 1. Description of condition to be modified:Surface soil compaction to a maximum of 6 inches deep from traffic 1. When pipe has perforations on all quadrants,drape a 12 inch wide 4 mil plastic sheet over the length of the B. Types,application rates and methods of application shall be approved by the Owners Representative prior to access cap shall be threaded to the body and shall not require the use of ferrous screws. or light grading.Original A horizon may be previously removed or graded but lower profile intact with pipe to force water to the bottom of the pipe. any applications. A. The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall acceptable compaction levels and limited grading.The soil organic matter,pH and chemistry in the A remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative,at the Point of connection option 1 -Irrigation Contractor provided B. The main valve body shall be cast bronze(ASTM B 584). B. Clean out:Clean out risers shall be 4 inch diameter Schedule 40 PVC solid pipe compatible with the bottom 3.12 FINE GRADING soonest as possible time that can be coordinated with other work,and seasonal weather demands,but not more than horizon may not be suitable for the proposed plants and may need to be modified as required. fitting and clean out screw cap.Elbow fitting at the bottom of the clean out riser.When the cleanout is in the middle of a A. The Owner's Representative shall approve all rough grading prior to the installation of Compost,fine grading, 90(ninety)days after notification. A. The point of connection of the irrigation system to its electrical power sources shall be provided by the irrigation C. The access covers shall be bronze(ASTM B 584 or Brass ASTM B 16) 2. Modifications: pipe run the fitting shall be a sanitary T fitting.Screw cap FITTING shall be PVC Schedule 40. planting,and mulching. installer.All connections shall be made by a licensed electrical Contractor per governing codes at the location shown on D. The assembly shall be of the balanced piston design and shall reduce the pressure in both flow and no flow Note to specifier.A spade tiller is a superior tiller than the standard roto tiller.A spade tiller leaves a soil 2.11 MEDIUM DUTY PIPE DRAIN PIPE B. Grade the finish surface of all planted areas to meet the grades shown on the drawings,allowing the finished 1.9 DEFINITIONS the drawings. conditions. with larger peds and less glazing between the loose soil and the subsoil.However these tillers are limited A. Drain pipe shall be 4 inch diameter,perforated,PVC,double wall(smooth interior wall/corrugated exterior grades to remain higher(10-15%of depth of soil modification)than the grades on the grading plan,as defined in A. Owner's Representative:The person appointed by the Owner to represent their interest in the review and B. The point of connection of the irrigation system to its potable and or non-potable water sources,including the E. Pressure regulator shall be as indicated on the drawings. in availability and may be more costly than the conventional tiller. Check with local Contractors before wall)pipe.Holes in the pipe shall only be on the bottom quadrant.All fittings,elbows,unions,T's and screw caps shall paragraph Planting Soil Installation,to anticipate settlement over the first year. approval of the work and to serve as the contracting authority with the Contractor.The Owners Representative may main shutoff valve and backflow preventer shall be provided by the irrigation installer.All connections shall be made by PADSCAP,�. requiring a spade tiller over roto tiller. be the same material and from the same manufacturer as the pipe."T"and elbow joints shall be sanitary type C. Utilize hand equipment,small garden tractors with rakes,or small garden tractors with buckets with teeth for appoint other persons to review and approve any aspects of the work. a licensed Contractor per governing codes,at the location shown on the drawings. 2.7. WYE STRAINER A. Strainer shall conform to MIL-S-16293,and be ANSI 3rd party certified to comply with the states lead '1� I- connections.All joints shall be gasketed bell and spigot.Example source A-2000 by Contech Construction Products or fine grading to keep surface rough without further compaction.Do not use the flat bottom of a loader bucket to fine B. Substantial Completion Acceptance:The date at the end of the Planting,Planting Soil,and Irrigation installation Point of connection option 2-General Contractor provided plumbing law 0.25%maximum weighted average lead content. 0 a. Till top 6 inches or deeper of the soil surface,with a roto tiller,spade tiller,ripper or agricultural plow. grade,as it will cause the finished grade to become overly smooth and or slightly compressed. where the Owner's Representative accepts that all work in these sections is complete and the Warranty period has 1k approved equal.Submit manufacturers product literature for approval by the Owner's Representative. A. The point of connection of the irrigation system to its electrical power sources shall be provided by the General ON V11\ Spread 2-3 inches of Compost on the surface of the tilled soil and make any chemical adjustment as begun.This date may be different that the date of substantial completion for the other sections of the project. B. The main body shall be low lead bronze(ASTM B 584) CD 1. When pipe has perforations on all quadrants,drape a 12 inch wide 4 mil plastic sheet over the length of the D. Provide for positive drainage from all areas toward the existing inlets,drainage structures and or the edges of Contractors licensed electrical Contractor per governing codes at the location shown on the drawings.The irrigation recommended by the soil test. pipe to force water to the bottom of the pipe. planting beds.Adjust grades as directed to reflect actual constructed field conditions of paving,wall and inlet elevations. C. Final Acceptance:The date when the Owners Representative accepts that the plants and work in this section Contractor will connect the power to provided junction box or grounded plug receptacle. C. The access covers shall be yellow brass or Gast bronze(ASTM B 16 or ASTM B 584) 1.)if spade tillers are to be required,add a paragraph to that effect here. B. Clean out:Clean out risers shall be 4 inch diameter Schedule 40 PVC solid pipe compatible with the bottom Notify the Owners Representative in the event that conditions make it impossible to achieve positive drainage. meet all the requirements of specification.It is intended that the materials and workmanship warranty for Planting, B. The point of connection of the irrigation system to its potable and or non-potable water sources,including the D. Strainer screen shall be 300 series stainless steel available in 20,40,60,80,or 100 mesh. Signature b. Till or disk the Compost into the loosened soil.Smooth out grades with a drag rake or drag slip. E. Provide smooth,rounded transitions between slopes of different gradients and direction.Modify the grade so Planting Soil,and Irrigation work run concurrently. ki� 4-30- fitting and clean out screw cap.Elbow fitting at the bottom of the clean out riser.When the cleanout is in the middle of a main shutoff valve and backflow preventer shall be provided by the General Contractors licensed plumbing Contractor E. Wye strainer shall be as indicated on the plans. Renewall at D. Modified existing soil-compacted surface soil(Radial Trenching Option) pipe run the fitting shall be a sanitary T fitting.Screw cap FITTING shall be PVC Schedule 40. that the finish grade before adding mulch and after settlement is one or two inches below all paving surfaces or as 1.10 SUBMITTALS per governing codes at the location shown on the drawings. The minimum size and water pressure of the pressurized -Y 1. Description of condition to be modified:Surface soil compaction to a maximum of 24 inches deep from 2.12 LIGHT DUTY PIPE DRAIN PIPE directed by the drawings. A. See the contract General Conditions for policy and procedures related to submittals. line will be as noted on the irrigation drawing. ENTER CAGE a 0 traffic or light grading.Original A horizon may be previously removed or graded but lower profile below 24 A. Drain pipe shall be 4 inch diameter,perforated,HDPE,single wall corrugated exterior pipe.ASTM F405.All F. Fill all dips and remove any bumps in the overall plane of the slope.The tolerance for dips and bumps in shrub B. Product data 1.20 TEMPORARY UTILITIES A. A heavy-duty steel mesh cage with rust proof finish.The caging shall be sized to allow space for the entire inches intact with acceptable compaction levels and limited grading.The soil organic matter,pH and and ground cover planting areas shall be a 2 inch deviation from the plane in 10 feet.The tolerance for dips and bumps piping assembly associated with the Backflow Preventer unit,and all associated equipment. chemistry in the A horizon may not be suitable for the proposed plants and may need to be modified as fittings,elbows,unions,T's and screw caps shall be the same material and from the same manufacturer as the pipe.All in lawn areas shall be a 1 inch deviation from the plane in 10 feet. I. Submit a minimum of(3)complete lists of all irrigation equipment to be used,manufacturers brochures, A. All temporary piping,wiring,meters,panels and other related appurtenances required between source of required. joints shall be gasketed bell and spigot.Example source ADS Single Wall Pipe by Advance Drainage Systems or 3.13 INSTALLATION OF COMPOST TILL LAYER maintenance manuals,warrantees and operating instructions,within 15 days after the notice to proceed. supply and point of use shall be provided by the Contractor and coordinated with the Owners Representative.Existing B. The Gage shall include the manufacturers'standard tamper proof locking mechanism. 2. Modifications: approved equal.Submit manufacturers product literature for approval by the Owner's Representative. Note to specifier. The following paragraph is critical to building a proper A10 horizon in installed Planting Soil a. This submission may be done digitally and all documents shall be submitted in one PIDIF document. utilities may be used with the written permission of the owner. C. Provide a concrete base as detailed on the drawings. a. Using a trenching machine,dig trenches to the extent and depth shown on the plans and details. 1. When pipe has perforations on all quadrants,drape a 12 inch wide 4 mil plastic sheet over the length of the Mixes. This added layer of Compost must be shown on the soil details in the drawings. Backflow Preventer Cage type,manufacturer and color shall be as indicated on the plans. pipe to force water to the bottom of the pipe. 2. The submittals shall be packaged and presented in an organized manner,in the quantity described in 1.21 CUTTING,PATCHING,TRENCHING AND DIGGING b. Backfill the trench with the soil removed from the trench.Add additional site soil if needed to fill the B. Clean out:Clean out risers shall be 4 inch diameter Schedule 40 PVC solid pipe compatible with the bottom A. After Planting Soil Mixes are installed in planting bed areas and just prior to the installation of shrub or Division I of the specifications.Provide a table of contents of all submitted items. A. The Contractor shall do all cutting,fitting,trenching or patching of their work that may be required to make its 2.9 BOOSTER PUMP NO. DESCRIPTION: DATE: trench to be flush to the existing grade after the soil settlement. fitting and clean out screw cap.Elbow fitting at the bottom of the clean out riser.When the cleanout is in the middle of a groundcover plantings,spread 3-4 inches of Compost over the beds and roto till into the top 4-6 inches of the Planting 3. Clearly identify on each submitted sheet by undedining or highlighting(on each copy)the specific product several parts come together as shown upon,or implied by,the drawings and specifications for the completed project. Note to specifier.Booster pumps are used when available static pressure is too low for the system to operate, E. Modified existing soil-compacted subsoil pipe run the fitting shall be a sanitary T fitting.Screw cap FITTING shall be PVC Schedule 40. Soil.This step will raise grades slightly above the grades required in paragraph"Fine Grading".This specification being submitted for approval.Failure to clearly identify the specific product being submitted will result in a demand is high requiring multiple stations to operate at once,future expansion of the system of the water window I. Description of condition to be modified:Deep soil compaction the result of previous grading,filling and anticipates that the raise in grade due to this tilling will settle within a few months after installation as Compost breaks B. Digging and trenching operations shall be suspended when the soil moisture is above field capacity. is very small due to maintenance practices or site use(such as in the case of parks,sports fields,or schools).It dynamic or static compaction forces.Original A horizon likely removed or buried.The soil organic matter, down.Additional settlement as defined in paragraph"Planting Soil and Planting Soil Mix installation"must still be rejection for the entire submittal.No substitutions of material or procedures shall be made concerning is the responsibility of the specifier to consider a//such factors in determining whether or not a booster pump is 09/11/2019 pH and chemistry in the A horizon is likely not suitable for the proposed plants and should be modified as accounted for in the setting of final grades. these documents without the written consent of an accepted equivalent by the Owner's Representative. 1.22 USE OF PREMISES required.IN many cases booster pumps are specified when they are not needed due to all of the variables not required. 3.1 SITE EXAMINATION 3.14 CLEAN-UP 4. Equipment or materials installed or furnished without prior approval of the Owner's Representative,may be A. The Contractor shall confine their apparatus;the storage of materials,and the operations of their workers to being taken into consideration. Note to specifier.Select one of the following options as appropriate to the constraints at the site,and the A. Prior to installation of Planting Soil,examine site to confirm that existing conclitions are satisfactory for the work A. During installation,keep the site free of trash,pavements reasonably clean and work area in an orderly rejected by the Owners Representative and the Contractor shall be required to remove such materials limits indicated by the law,ordinances,or permits and shall not unreasonably encumber the premises with their A. Booster pump shall be housed in a sturdy,locking,weather-resistant case,furnished for maximum exterior DD PROGRESS 09/27/2019 project budget.Do not give the contractor the option to select any of the below alternative as they are not of this section to proceed. condition at the end of each day.Remove trash and debris in containers from the site no less than once a week. from the site at their own expense. materials. protection. equal treatments.Soil fracturing is the most effective and may be the most cost effective in small to 1. Confirm that the subgrade is at the proper elevation and compacted as required.Subgrade elevations shall 1. Immediately clean up any spilled or tracked soil,fuel,oil,trash or debris deposited by the Contractor from 5. Approval of substitution of material and/or products,other than those specified shall not relieve the B. Contractor parking,and material and equipment storage shall in areas approved by the Owner's B. Booster pump shall be as indicated on the drawings.. medium size spaces.Soil ripping is usually the cheapest option but only appropriate in large spaces, slope toward the under drain lines as shown on the drawings. all surfaces within the project or on public right of ways and neighboring property. Contractor from complying with the requirements of the contract documents and specifications.The Representative. DD ISSUED FOR REVIEW 10/18/2019 approximately Y4 acre or greater,accessible by large size grading machines,and where there are no 2. Confirm that surface all areas to be filled with Planting Soil are free of construction debris,refuse, B. Once installation is complete,wash all soil from pavements and other structures.Ensure that mulch is confined Contractor shall be responsible,at their own expense,for all changes that may result from the approved 2.10 BALLVALVES underground utilities or where limited utility locations can be avoided.Soil trenching is only suitable for compressible or biodegradable materials,stones greater than 2 inches diameter,soil crusting films of silt or to planting beds and that all tags and flagging tape are removed from the site.The Owner's Representative seals are to substitutions,which affect the installation or operations other items of their own work and/or the work of 1.23 AS BUILT RECORD SET OF DRAWINGS spaces where only small sized equipment such as a walk-behind chain trencher can access the area.If clay that reduces or stops drainage from the Planting Soil into the subsoil;and/or standing water.Remove remain on the trees and removed at the end of the warranty period. other Contractors. A. Immediately upon the installation of any buried pipe or equipment,the Contractor shall indicate on the progress A. Ball valves for 3/4 inch through 2-1/2 inch shall be of PVC,block,tru-union design with EDPDM seals and INITIAL CITY SUBMITTAL 12/16/2019 different treatments are appropriate for different locations on the same project be clear on the drawings the unsuitable material from the site. 1. Make all repairs to grades,ruts,and damage to the work or other work at the site. C. Samples:Samples of the equipment may be required at the request of the Owner's Representative if the record drawings the locations of said pipe or equipment.The progress record drawings shall be made available at any o-ring. extent of each treatment equipment is other than that specified. time for review by the Owners Representative. B. Ball valves for 3 inch and larger shall be gate design and shall be iron body,brass or bronze mounted AWWA 3. Confirm that no adverse drainage conditions are present. 2. Remove and dispose of all excess Planting Soil,subsoil,mulch,plants,packaging,and other material B. Before final acceptance of work,the Contractor shall provide an as built record set of drawings showing the gate valves,and shall have a clear waterway equal to the full nominal diameter of the valve,and shall be rubber gasket, 1 COMMENT RESPONSES 06/22/2020 The Trenching modification below is for compacted soil that is NOT within the root zone of existing trees 4. Confirm that no conditions are present which are detrimental to plant growth. brought to the site by the Contractor. D. Other Submittals:Submit for approval: irrigation system work as built.The drawings shall be transmitted to the Owners Representative in paper format and as flanged or mechanical joint only,and shall be able to withstand a continuous working pressure of 150 PSI.Valve shall and is substantially different from the modification"Radial Trenching"described above. The practice of 5. Confirm that utility work has been completed per the drawings. 3.15 PLANTING SOIL AND MODIFIED EXISTING SOIL PROTECTION 1. Documentation of the installer's qualifications. a pdf file of each document on compact disk or flash drive.The drawings shall include all information shown on the be equipped with a square-operating nut. radial trenching within the root zone of an existing tree is not described in this specification. 6. Confirm that irrigation work,which is shown to be installed below prepared soil levels,has been completed. A. The Contractor shall protect installed and/or modified Planting Soil from damage including contamination and 2. As built record set of drawings. original contract document and revised to reflect all changes in the work.The drawings shall include the following C. All ball valves located in a valve manifold shall be the same size as the main line(1-1/2 inch size minimum). 2 DESIGN CHANGES 06/22/2020 2. Soil Ripping: B. If unsatisfactory conditions are encountered,notify the Owner's Representative immediately to determine over compaction due to other soil installation,planting operations,and operations by other Contractors or trespassers. additional information Provide pipe-reducing adapters down stream of valves,as required.All ball valves in line shall be the same size as the a. Step one:After grading and removing all plants and debris from the surface,using a tracked dozer or corrective action before proceeding. Maintain protection during installation until acceptance.Utilize fencing and matting as required or directed to protect the 3. Testing data from all required pressure testing. 1. All valves shall be numbered by station and corresponding numbers shall be shown on the as built record pipe. similar large grading equipment,loosen the soil by dragging a ripping shank or chisel thru the soil to 3.2 COORDINATION WITH PROJECT WORK finished soil work.Treat,repair or replace damaged Planting Soil immediately. 4. Backflow prevention device certification:Certification from the manufacturer or their representative that the set of drawings. D. Ball valves shall be as indicated on the drawings. 3 DESIGN CHANGES 07/24/2020 depths of 24 inches with ripping shanks spaced 18 inches or less apart in two directions.The number of B. Loosen compacted Planting Soil and replace Planting Soil that has become contaminated as determined by the back flow prevention device has been installed correctly according to the manufactures requirements. 2. All main line pipe or irrigation equipment including sleeves,valves,controllers,irrigation wire runs which 2.11 CHECK VALVES shanks per pull is dependent on the degree of soil compaction and the size of the dozer. A. The Contractor shall coordinate with all other work that may impact the completion of the work. Owner's Representative.Planting Soil shall be loosened or replaced at no expense to the Owner. 5. Booster pump certification:Certification from the manufacturer or their representative that the booster deviate from the mainline location,backflow preventers,remote control valves,grounding rods,shut-off b. Step 2:Spread 3-4 inches of Compost over the ripped area and till into the top 6 inches of the soil B. Prior to the start of work,prepare a detailed schedule of the work for coordination with other trades. a. Till and restore grades to all soil that has been driven over or compacted during the installation of pump has been installed correctly according to the manufacturers requirements. valves,rain sensors,wire splice locations,and quick coupling valves shall be located by two(2)measured A. Swing check valves 2 inch and smaller shall be 200 lbs.,W.O.G.,bronze construction with replaceable surface. C. Coordinate the relocation of any irrigation lines,heads or the conduits of other utility lines that are in conflict plants. dimensions,to the nearest one-half foot.Dimensions shall be given from permanent objects such as composition,neoprene or rubber disc and shall meet or exceed federal specification WW-V-51d,class a,type iv. 4 DESIGN CHANGES 11/06/2020 3. Soil Fracturing: with tree locations.Root balls shall not be altered to fit around lines.Notify the Owner's Representative of any conflicts b. Where modified existing soil has become contaminated and needs to be replaced,provide imported soil 6. Irrigation controller certification:Certification from the manufacturer or an authorized distributor that the buildings,sidewalks,curbs,walls,structures and driveways.All changes in direction and depth of main line B. Anti-drain valves shall be of heavy-duty virgin PVC construction with female iron pipe thread inlet and outlet. a. Step one:After grading and removing all plants and debris from the surface,spread 2-3 inches of encountered. that is of similar composition,depth and density as the soil that was removed. Controller has been installed correctly according to the manufactures requirements. pipe shall be noted exactly as installed.Dimensions for pipes shall be shown at no greater than a 50 ft. Internal parts shall be stainless steel and neoprene.Anti-drain valves shall be field adjustable against draw out from 5 Compost over the surface of the soil.Loosen the soil to depth of 18-24 inches,using a backhoe to dig 3.3 GRADE AND ELEVATION CONTROL 3.16 PROTECTION DURING CONSTRUCTION maximum interval. to 40 feet of head. 5 RESUBMITTAL 12/11/2020 into the soil through the Compost.Lift and then drop the loosened soil immediately back into the hole. A. Provide grade and elevation control during installation of Planting Soil.Utilize grade stakes,surveying A. The Contractor shall protect planting and related work and other site work from damage due to planting 1.11 OBSERVATION OF THE WORK 3. As built record set of drawings shall be signed and dated by the Contractor attesting to and certifying the C. Check valves shall be as indicated on the drawings. The bucket then moves to the adjacent soil and repeats the process until the entire area indicated has equipment,and other means and methods to assure that grades and contours conform to the grades indicated on the operations,operations by other Contractors or trespassers. A. The Owner's Representative may inspect the work at any time.They may remove samples of materials for accuracy of the as built record set of drawings.As built record set of drawings shall have"As Built Record beenloosened. plans. 1. Maintain protection during installation until the date of plant acceptance(see specifications section- conformity to specifications.Rejected materials shall be immediately removed from the site and replaced at the Set of Drawings",company name,address,phone number and the name of the person who created the 2.12 REMOTE CONTROL VALVES 6 PLANNING APPLICATION 01/29/2021 b. Step 2:Spread 3-4 inches of Compost over the ripped area and till into the top 6 inches of the soil 3.4 SITE PREPARATION Planting).Treat,repair or replace damaged work immediately. Contractor's expense.The cost of testing materials not meeting specifications shall be paid by the Contractor. drawing and the contact name(if different). A. Remote control valves shall be electrically operated,single seat,normally closed configuration,equipped with surface. A. Excavate to the proposed subgrade.Maintain all required angles of repose of the adjacent materials as shown 2. Provide temporary erosion control as needed to stop soil erosion until the site is stabilized with mulch, B. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the C. The Owner shall make the original contract drawing files available to the Contractor. flow control adjustment and capability for manual operation. 4. Trenching: on the drawings or as required by this specification.Do not over excavate compacted subgrades of adjacent pavement plantings or turf. following key times in the construction process.The Owner's Representative shall be afforded sufficient time to D. The Contractor shall GPS all points of connection,controllers,flow sensors,master valves,hydrometers, B. Valves shall be actuated by a normally closed low wattage solenoid using 24 volts,50/60 cycle solenoid power 7 DESIGN CHANGES 3/8/2020 a. Step one:After grading and removing all plants and debris from the surface using a chain trenching or structures.Maintain a supporting 1:1 side slope of compacted subgrade material along the edges of all paving and B. Damage done by the Contractor,or any of their sub-contractors to existing or installed plants,or any other parts schedule visit to the site.Failure of the Owners Representative to make field observations shall not relieve the backfiow prevention devices,remote control irrigation valves and moisture sensors prior to receiving a notice of requirement.Solenoid shall be epoxy encased.A union shall be installed on the discharge end. machine,dig 24 inch deep trenches,24 inches apart across the entire area.Maintain an 18-inch structures where the bottom of the paving or structure is above the bottom elevation of the excavated planting area. of the work or existing features to remain,including large existing trees,soil,paving,utilities,lighting,irrigation,other Contractor from meeting all the requirements of this specification. completion from the Owner's Representative. 1. Battery operated controllers and controllers utilizing DC power shall be actuate by a normally closed low standoff from the edges of all curbs,paving and structures.Backfill the trenches with Compost. B. Remove all construction debris and material including any construction materials from the subgrade. finished work and surfaces including those on adjacent property,shall be cleaned,repaired or replaced by the 1. Trenching,directional boring,and sleeving review. wattage solenoid using 9 volts.A union shall be installed on the discharge end. 8 RESUBMITTAL 3/8/2020 b. Step 2:Spread 3-4 inches of Compost over the trenches area and till into the top 6 inches of the soil C. Confirm that the subgrade is at the proper elevation and compacted as required.Subgrade elevations shall Contractor at no expense to the Owner.The Owners Representative shall determine when such cleaning,replacement 1.24 CONTROLLER CHARTS: C. Remote control valves shall be wired to controller in same numerical sequence as indicated on drawings. surface.Compost tilling treatment shall extend to the edges of curbs,paving and structures. slope approximately parallel to the finished grade and/or toward the subsurface drain lines as shown on the drawings. or repair is satisfactory.Damage to existing trees shall be assessed by a certified arborist. 2. Hydrostatic pressure testing. A. Provide one controller chart for each automatic controller installed. D. Remote control valves shall be as indicated on the drawings. 5. Following soil ripping or fracturing the average penetration resistance should be less than 250 psi to the D. In areas where Planting Soil is to be spread,confirm subgrade has been scarified. 3.17 Substantial Completion Acceptance 3. Adjustment and coverage test. 1. On the inside surface of the cover of each automatic controller,prepare and mount a color-coded chart depth of the ripping or fracturing. E. Protect adjacent walls,walks and utilities from damage or staining by the soil.Use 1/2 inch plywood and or A. Upon written notice from the Contractor,the Owners Representative shall review the work and make a 4. Pre-maintenance observation. showing the valves,main line,and systems serviced by that particular controller.All valves shall be 2.13 SURGE ARRESTOR 6. Do not start planting into ripped or fractured soil until soil has been settled or leave grades sufficiently high plastic sheeting as directed to cover existing concrete,metal and masonry work and other items as directed during the determination if the work is substantially complete. numbered to match the operation schedule and the drawings.Only those areas controlled by that controller A. Surge arrestor shall be a single copper piece with a one-inch(1")threaded lead free brass connection. to anticipate settlement of 10-15%of ripped soil depth. progress of the work. B. The date of substantial completion of the planting soil shall be the date when the Owner's Representative 5. Final acceptance I system malfunction corrections. shall be shown.This chart shall be a plot plan,entire or partial,showing building,walks,roads and walls. F. Modified existing soil-low organic matter 1. At the end of each working day,clean up any soil or dirt spilled on any paved surface. accepts that all work in Planting,Planting Soil,and Irrigation installation sections is complete. 1.12 PRE-CONSTRUCTION CONFERENCE The plan,reduced as necessary and legible in all details,shall be made to a size that will fit into the B. Surge arrestor shall be designed to operate on all domestic and commercial lines with a minimum 150 PSI I. Description of condition to be modified:Low soil organic matter and/or missing A horizon but soil is not 2. Any damage to the paving or site features or work shall be repaired at the Contractor's expense. 3.18 FINAL ACCEPTANCE/SOIL SETTLEMENT A. Schedule a pre-construction meeting with the Owner's Representative at least seven(7)days before controller cover.This print shall be approved by the Owner's Representative and shall be protected in working pressure. compacted except for some minor surface compaction.The soil organic matter,pH and/or chemistry are 3.5 SOIL MOISTURE A. At the end of the plant warrantee and maintenance period,(see Specification section-Planting)the Owner's beginning work to review any questions the Contractor may have regarding the work,administrative procedures during laminated in a plastic cover and be secured to the inside back of the controller cabinet door. C. Surge arrestor shall be as indicated on the drawings. likely not suitable for the proposed plants and should be modified as required. A. Volumetric soil moisture level,in both the Planting Soil and the root balls of all plants,prior to,during and after Representative shall observe the soil installation work and establish that all provisions of the contract are complete and construction and project work schedule. 2. The controller chart shall be completed and approved prior to acceptance of the work. 2.14 MASTER CONTROL VALVES 2. Modifications: planting shall be above permanent wilt point and below field capacity for each type of soil texture within the following the work is satisfactory. 1.13 QUALITY ASSURANCE 1.25 TESTING Note to specifier.,The master valve and flow sensor specifications must meet the requirements or a. Spread 3-4 inches of Compost over the surface of the soil and make chemical adjustment as ranges. 1. Restore any soil settlement and or erosion areas to the grades shown on the drawings.When restoring soil recommendations of the controller manufacturer.Additional specifications are required for this product. recommended by the soil test. grades remove plants and mulch and add soil before restoring the planting.Do not add soil over the root A. It is the intention of this specification to accomplish the work of installing an automatic irrigation system,which A. Provide all required system testing with written reports as described in part 3. b. Till Compost into the top 6 inches of the soil. Soil texture Permanent wilting point Field balls of plants or on top of mulch. will operate in an efficient and satisfactory manner.The irrigation system shall be installed and made operational A. Master Control Valve shall be compatible with the irrigation controller. according to the workmanlike standards established for landscape installation and sprinkler irrigation operation as set 1.26 OPERATION AND MAINTENANCE MANUALS AND GUARANTEES B. Master control valves shall be as indicated on the drawings. G. Modified existing soil-soil within the root zone of existing established trees capacity B. Failure to pass acceptance:If the work fails to pass final acceptance,any subsequent observations must be forth by the most recent Best Management Practices(BMP)of the Irrigation Association. Note to specifier:Any of the above soil conditions may be present within the root zone areas of large Sand,Loamy sand,Sandy loam 5-8% 12- rescheduled as per above.The cost to the Owner for additional observations will be charged to the Contractor at the B. The specification can only indicate the intent of the work to be performed rather than a detailed description of A. Prepare and deliver to the Owner's Representative within ten calendar days prior to completion of construction, 2.15 FLOW SENSOR existing trees to remain but these must be dealt with in a different manner in order to preserve the root 18% prevailing hourly rate of the Owner's Representative. the performance of the work.It shall be the responsibility of the Contractor to install said materials and equipment in two(2)3-ring hard cover binders containing the following information: A. Flow sensor shall be compatible with the irrigation controller. system of the tree.Options are limited. On the other hand,usually problems with soil within the root zone Loam,Sandy clay,Sandy clay loam 14-25% 27- Appendix to 32 9100 Planting soil such a manner that they shall operate efficiently and evenly and support optimum plant growth and health. 1. Index sheet stating Contractor's address and telephone number,list of equipment with name and of mature trees are limited to the surface 6-12 inches of soil. These are most often excess surface soil 36% C. The Owners Representative shall be the sole judge of the true intent of the drawings and specifications and of addresses of local manufacturers'representatives. B. Flow sensor shall be as indicated on the drawings. compaction,chemical changes from applied material,added soil over an existing soil,severed roots,and Existing Soil Test Data 2.19 EMITTERS drainage problems caused by adjacent work that changed drainage patterns.Deep compaction and other Clay loam,Silt loam 11 -22% 31 - the quality of all materials furnished in performance of the contract. 2. Catalog and parts sheets on all material and equipment. deep soil disturbances would likely already have killed the tree or the tree has adapted to the condition. 36% Note to specifier.If existing soil test data is available,add such testing reports in this location.Include a plan of D. The Contractor shall keep one copy of all drawings and specifications on the work site,in good order.The 3. Guarantee statement.The start of the guarantee period shall be the date the irrigation system is accepted Note to specifier. The selection of irrigation heads is a complex decision and needs far stronger specifications Silty clay,Silty clay loam 22-27% 38- the site designating the extent of the different soil types identified and the location of all soil test pits.If no testing Contractor shall make these clocuments available to the Owner's Representative when requested. by the Owner. than are listed here. Confirm the approach to selecting heads and revise the text. Modifications to consider. 41% was completed,remove the appendix. E. In the event of any discrepancies between the drawings and the specification,the final decision as to which 4. Complete operating and maintenance instruction for all major equipment. A. All emitters shall be pressure compensating. PROJECT NO: 19036 WA B. The Contractor shall confirm the soil moisture levels with a moisture meter(Digital Soil Moisture Meter, END OF SECTION 32 9100 shall be followed,shall be made by the Owner's Representative. B. AlI emitters shall be as indicated on the drawings. Surface compaction-There are several methods to remediate excess surface soil compaction within a DSMM500 by General Specialty Tools and Instruments,or approved equivalent).If moisture is found to be too low,the 5. Irrigation product manufacturers warrantees. SCALE: root zone. The preferred method is to use a pneumatic digging device such as an Air Knife or Air Spade F. In the event the installation is contradictory to the direction of the Owners Representative,the installation shall C. Swing joints that are installed with the emitter shall be the same size as the emitter opening and as shown on that can loosen soil without significant damage to roots.Compost is added to the soil as part of the planting holes shall be filled with water and allowed to drain before starting any planting operations.If the moisture is 32 8400-24 Irrigation be rectified by the Contractor at no additional cost to the Owner.The Contractor shall immediately bring any such B. In addition to the above-mentioned maintenance manuals,provide the Owner's maintenance personnel with the drawings. loosening process.A specification section on this process is included.Other methods include vertical too high,suspend planting operations until the soil moisture drains to below field capacity. discrepancies to the attention of the Owners Representative. instructions for maintaining major equipment and show evidence in writing to the Owners Representative at the DRAWN BY: GM mulching,radial trenching,surface applications of Compost or mulch,Compost Tea injections into soil,and 3.6 EXISTING SOIL MODIFICATION G. It shall be distinctly understood that no oral statement of any person shall be allowed in any manner to modify conclusion of the project that this has been rendered. 2.20 AUTOMATIC CONTROLLER REVIEWED BY: TC soil-injected air combined with added material.Each of these has demonstrated limited success depending A. Follow the requirements for modifying existing soil as indicated in Part 2 for the different types of soil SECTION 32 8400 any of the contract provisions.Changes shall be made only on written authorization of the Owners Representative. Note to specifier.,Irrigation controllers vary upon the designer's preferences,users needs,and education of the on the level of compaction and many variables in the process.Due to the complexity of each of these modifications.The extent of the areas of different soil modification types are indicated on the Soils Plan or as directed H. Installer Qualifications:The installer shall be a firm having at least five(5)years of successful experience of a PART 2PRODUCTS ownerlmaintenance personal. The specifier shall develop these specifications based upon those factors. APPROVED BY: options they will not be included in the specification.Consult a local soils and/or arboricultural expert to by the Owner's Representative. IRRIGATION A. Controller shall be housed in a sturdy,locking,weather-resistant case,furnished for maximum exterior develop a specification. Note to speciffer:Note above that it is critical for the contract documents to define the extent of all soil scope similar to that required for the work. 2.1 MATERIALS GENERAL protection. Chemical changes-Changes in soil chemistry due to applications intentional and inadvertent are too improvement work on a Soil Plan and detail drawing that is part of the contract documents. a. Installer Field Supervision:The installer shall maintain on site an experienced full-time supervisor who complex to determine and remediate to be part of this specification.Consult a local soils and/or 1.1 SUMMARY can communicate in English with the Owner's Representative. A. All materials shall be of standard,approved and first grade quality and shall be new and in perfect condition B. Controller shall be equipped with evapo-transpi ration(ET)sensor,which adjusts the controller programming arboricultural expert to develop a specification. 3.7 DRAIN PIPE INSTALLATION when installed and accepted. based on local climatic conditions.The sensor shall also have a rain sensing shut-off switch,wind sensing shut off Soil added over the root zone-Small amounts of soil added over the root zone may not be a problem for 1. Trench lines to depths and widths shown on plans. Note to specifier.Remove any parts of this work description that does not apply. b. Submit the installers qualifications for approval. B. See the parts schedule on the drawings(or below)for specific components and manufacturers. switch,and freeze sensing shut-off of switch. A. Irrigation system required for this work includes but is not limited to the furnishing of all labor,tools,materials, 1.14 IRRIGATION SYSTEM WARRANTY: 1. If a moisture sensor is used in lieu of an evapo-transpi ration sensor an additional sensor,which has a the tree,and leaving it there or mixing with an air knife may be the best option. Often the greatest damage 2. Place 2-3 inches Coarse Sand as bedding for pipes. appliances,tests,permits,taxes,etc.,necessary for the installation of a landscape irrigation system as herein specified 1. Insert schedule of required parts with manufactures name(s)and contact information or add to the various rain-sensing shut-off switch,wind sensing shut-off switch,and freeze sensing shut-off switch shall be to the tree is caused not by the soil,even at relatively deep layers of soil,but the damage caused by the 3. Place pipe(holes facing down)to invert elevations shown on the plan. and shown on the drawings,and the removal of all debris from the site. A. The Contractor shall Warrantee all workmanship and materials for a period of X year(s)following the product specifications below. provided. equipment that brought in the soil or is used to remove the soil.Setting requirements to remediate soil a. If pipe with holes on all sides is used drape a piece of 4 mil plastic 12 inches wide over top of pipe. acceptance of the work. added over the root zone are too complex to be part of this specification.Consult a local soils and lor Note to specifier. Confirm if the installing Contractor or the general Contractor or the owner is paying for Note to specifier.,Insert above the length of time for the system warrantee period.It is advised to make the 2. Automatic controller shall be as indicated on the drawings. arboricultural expert to develop a specification. b. Cover sides and top of pipe with Coarse Sand with min 4 inches of Coarse Sand cover above top of water and electric use fees and hook up charges.Amend the above paragraph if the installing Contractor is C. Approval of any items or substitutions indicates only that the product(s)apparently meet the requirements of pipe. required to pay any of these fees. irrigation system and the plants have the same length of warrantee. the drawings and specifications on the basis of the information or samples submitted.The Contractor shall be Specifications Drainage problems-The different types of conditions that cause drainage problems and how to c. Backfill trench with Planting Soil compacted to same level as Planting Soil requirements. 1. Any parts of the irrigation work that fails or is defective shall be replaced or reconstructed at no expense to responsible for the performance of substituted items.If the substitution proves to be unsatisfactory or not compatible remediate them around existing trees are too complex to be part of this specification. Consult a local soils I. Locate,purchase,deliver and install piping,conduit,sleeves,120 volt and low voltage electrical and water the Owner including but not limited to:restoring grades that have settled in trenches and excavations with other parts of the system,the Contractor shall replace said items with the originally specified items,including all and/or arboricultural expert to develop a specification. 4. Add cleanout pipe reaching the surface at the uphill end of each pipe run as shown on drawings. connections,valves,backflow preventer devices,controllers,rain sensors,spray and bubbler heads,drip related to the work.Reconstruction shall include any plantings,soil,mulch or other parts of the constructed necessary work and modifications to replace the items,at no cost to the owner. 1. Description of condition to be modified:Surface compaction near or above root limited levels in the upper 5. Connect pipes to manhole or daylight outfall as shown on the drawings. irrigation lines,and associated accessories for a fully operational automatic irrigation system. landscape that may be damaged during the repair or that results from soil settlement. Note to specifier.Some of the following product specifications have a clause that say that further product soil horizon the result of traffic or other mechanical compaction. 3.8 PLANTING SOIL and planting soil mix INSTALLATION 2. Trenching and water settling of backfill material. B. The date of acceptance of the work and start of the Guarantee period shall be determined by the Owner's descriptions are on the drawings. Confirm that this is the case.If this is the desired option for the specification, 2. Modifications: Note to specifier.-These specifications are not intended to include Planting Soils over architectural structures 3. Testing and startup of the irrigation system. Representative,upon the finding that the entire irrigation system is installed as designed and specified,and found to be select Option 3 above.If this is not the case remove reference to the product being described on the drawings. a. Remove the tops of all plants to be removed from the root zone.Remove sod with a walk behind sod that are waterproofed.if this condition exists,add special installation instructions in this paragraph. 4. Prepare an as built record set of drawings. operating correctly,supplying water evenly to all planting and/or lawn areas. Add additional specifications as needed to strengthen the product requirements as needed by the project goals cutter.Do not grub out the roots of plats to be removed. A. Prior to installing any Planting Soil from stockpiles or Planting Soil Mixes blended off site,the Owners C. The system controller shall be warranted by the equipment manufacturer against equipment malfunction and and tolerance for tightening industry product options. b. Use a pneumatic air knife to loosen the top 9-12 inches of the soil.Surface roots may move and Representative shall approve the condition of the subgrade and the previously installed subgrade preparation and the 5. Training of the Owners maintenance personnel in the operational requirements of the Irrigation system. defects for a period of X years,following the acceptance of the work. Delete all products in the following paragraphs not applicable to this specific project. separate from soil during this process but the bark on roots should not be broken installation of subsurface drainage. 6. Clean up and disposal of all excess and surplus material. Note to specifier.Insert the length of time that the selected controller is warrantied. Verify material 1.)Pneumatic air knife shall be as manufactured by: B. All equipment utilized to install or grade Planting Soils shall be wide track or balloon tire machines rated with a warranty with the controller manufacturer.If a specific controller is not specified,delete the above R SYSTEM DESIGNATION Concept Engineering Group,Inc.,Verona,PA(412)826-8800 or Supersonic Air Knife,Inc.,Allison ground pressure of 4 psi or less.All grading and soil delivery equipment shall have buckets equipped with 6 inch long 7. Maintenance of the irrigation system during the proscribed maintenance period. paragraph. A. Where irrigation systems use reclaimed water,all products including valve boxes,lateral and main line pipe, Park,PA(866)328 5723 teeth to scarify any soil that becomes compacted. B. The system shall efficiently and evenly irrigate all areas and be complete in every respect and shall be left etc.where applicable and/or required by local code shall have the reclaimed water purple color designation. ready for operation to the satisfaction of the Owner's Representative. D. Neither the final acceptance nor any provision in the contract documents shall relieve the Contractor of c. Make chemical adjustment as recommended by the soil test and add 2-3 inches of Compost over the C. In areas of soil installation above existing subsoil,scarify the subgrade material prior to installing Planting Soil. responsibility for faulty materials or workmanship.The Contractor shall remedy any defects within a period of seven(7) 2.3 PIPING MATERIAL soil. C. Coordinate with other trades,as needed to complete work,including but not limited to Water Meter,Point of L � 23 CLIENT PROJECT NO. TBD 1111111111111111W F121Community Development Department ARCHITECT: f. Threaded pipe joints shall be made using Teflon tape. Solvent shall not be used with threaded joints. they function according to the manufacturer's data. accordingly.All such orders and adjustments plus claims by the Contractor for extra compensation must be made and anticipated date for final observation. roots from nursery production practices. -cvrFR-nrqo A. Low voA-gRR0VE D Pipe shall be protected from tool damage during assembly. All damaged pipe shall be removed and 2. Adjust all sprinkler heads not to overspray onto walks, roadways and buildings when under maximum approved in writing before executing the work involved. 2. End of Warranty Final Acceptance will be given only when all the requirements of the work under this 6.)At time of observations and delivery,the root ball shall be moist throughout. Roots shall not show replaced.Take up threaded joints with light wrench pressure. Cas, # 1 A,56 zgl I I wore Shall be irect burial type UF,no. 14 AWG,solid,single conductor,copper wire operating pressure and during times of normal prevailing winds. B. All changes in the work,notifications and contractor's request for information(RFI)shall conform to the contract specification and in specification sections Planting Soil and Irrigation have been met. signs of excess soil moisture conditions as indicated by stunted,discolored,distorted,or dead roots. Ab t�VW"arger,if required to operate system as designed. g. No close nipples or risers are allowed.Cross connections in piping is disallowed. B. Coverage test: general condition requirements. 1.15 SELECTION AND OBSERVATION OF PLANTS E. Submittals:Submit for approval the required plant quality certifications from the grower where plants are to be App :)va I Body: Adr9jrFbfe2rirVire controllers all irrigation wire for the controller, flow sensor, master valve, hydrometer, h. Center load pipe at 10 feet on center intervals with small amount of backfill to prevent arching and 1. The Contractor shall perform the coverage test in the presence of the Owner's Representative after all 1.8 CORRECTION OF WORK A. The Owner's Representative may review all plants subject to approval of size,health,quality,character,etc. purchased,for each plant type.The certification must state that each plant meets all the above plant quality W 0 0 D App :)va I Date re46tD&r2r1)I valves and moisture sensors shall be per the controller manufacturer's specifications and slipping under pressure.Other than this preliminary backfill all pipe joints,fiftings and connections are to sprinkler heads have been installed,flushed and adjusted. Each section is tested to demonstrate uniform A. The Contractor,at their own cost,shall re-execute any work that fails to conform to the requirements of the Review or approval of any plant during the process of selection,delivery,installation and establishment period shall not requirements. ARCH ITECTU RE Sign ture_ Er[W`8*6�&Is- remain uncovered until successful completion of hydrostatic testing and written approval of the testing and adequate coverage of the planting areas serviced. contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's prevent that plant from later rejection in the event that the plant quality changes or previously existing defects become 1. The growers certification of plant quality does not prohibit the Owner's Representative from observing any 2. C&6"eWes to each valve.Common wire shall be white. report. Representative,at the soonest as possible time that can be coordinated with other work and seasonal weather apparent that were not observed. plant or rejecting the plant if it is found to not meet the specification requirements. I. Concrete thrust blocks shall be constructed behind all pipe fittings 1-1/2 inch diameter and larger at all 2. Any systems that require adjustments for full and even coverage shall be done by the Contractor prior to demands. 1512 W. Mineral King Ave. 3. If multiple controllers are being utilized, and wire paths of different controllers cross each other, both changes of direction of 45 degrees or more. final acceptance at the direction of the Owners Representative at no additional cost.Adjustments may also B. Plant Selection:The Owner's Representative reserves the right to select and observe all plants at the nursery 2.2 ROOT BALL PACKAGE OPTIONS:The following root ball packages are permitted.Specific root ball packages Visalia, Ca 93291 common and control wires from each controller to be of different colors. C. Galvanized Pipe Installation include realignment of pipes,addition of extra heads,and changes in nozzle type or size. 1.9 DEFINITIONS prior to delivery and to reject plants that do not meet specifications as set forth in this specification.If a particular defect shall be required where indicated on the plant list or in this specification.Any type of root ball packages that is not 559. 786. 9600 (c) 3. The Contractor at no additional cost shall immediately correct all unauthorized changes or improper All terms in this specification shall be as defined in the"Glossary of Arboricultural Terms"or as modified below. or substandard element can be corrected at the nursery,as determined by the Owner's Representative,the agreed specifically defined in this specification shall not be permitted. 559. 636. 3277 (f) 4. Control wire splices:Splices are when required shall be placed in splice boxes. upon remedy may be applied by the nursery or the Contractor provided that the correction allows the plant to meet the A. CONTAINER(INCLUDING ABOVE-GROUND FABRIC CONTAINERS AND BOXES)PLANTS 5. Wire connections shall be per the controller manufacturer's specifications and recommendations. 1. All joints shall be threaded with pipe joint compound used on all threads. installation practices. A. Boxed trees:A container root ball package made of wood in the shape of a four-sided box. requirements set forth in this specification.Any work to correct plant defects shall be at the contractor's expense. Note to specifier.Remove the paragraph below if Container plants are not to be permitted. Q7 www.iwoodarchitecture.com B. High voltage 2. Dielectric bushings shall be used in any connections of dissimilar metals. 4. The entire irrigation system shall be operating properly with written approval of the installation by the B. Container plant:Plants that are grown in and/or are currently in a container including boxed trees. 1. The Owner's Representative may make invasive observation of the plant's root system in the area of the 3.4 TRENCHING,DIRECTIONAL BORING,AND SLEEVING REVIEW: Ownees representative prior to beginning any planting operations. C. Defective plant:Any plant that fails to meet the plant quality requirement of this specification. root collar and the top of the root ball in general in order to determine that the plant meets the quality 2. Container plants may be permitted only when indicated on the drawing,in this specification,or approved by 1. Shall be of type as required by local codes and ordinances. A. Upon completion and installation of all trenching,directional boring,and sleeving,all installed irrigation control 3.13 REPAIR OFPLANTING SOIL D. End of Warranty Final Acceptance:The date when the Owners Representative accepts that the plants and requirements for depth of the root collar and presence of roots above the root collar.Such observations will the Owners Representative. 2. Shall be of proper size to accommodate needs of equipment it is to serve. wiring,lines and fittings shall be visually observed by the Owner's Representative unless otherwise authorized.Do not A. Any areas of planting soil including imported or existing soils or modified planting soil which become compacted work in this section meet all the requirements of the warranty.It is intended that the materials and workmanship not harm the plant. 3. Provide plants shall be established and well rooted in removable containers. 2.25 VALVE BOXES AND MATERIALS cover any wires,lines or fittings until they have been tested and observed by the Owners Representative. or disturbed or degraded as a result of the installation of the irrigation system shall be restored to the specified quality warranty for Planting,Planting Soil,and Irrigation work run concurrent with each other. 2. Corrections are to be undertaken at the nursery prior to shipping. 4. Container class size shall conform to ANSI Z60.1 for container plants for each size and type of plant. PROJECTINFO: and compaction prior to beginning planting operations at no additional expense to the Owner.Restoration methods and E. Healthy:Plants that are growing in a condition that expresses leaf size,crown density,color;and with annual C. The Contractor shall bear all cost related to plant corrections. A. Valve boxes:valve boxes shall be constructed of ABS(acrylonitrile butadiene styrene)plastic,green in color, 3.5 FLUSHING depth of compaction remediation shall be approved by the Owners Representative. growth rates typical of the species and cultivar's horticultural description,adjusted for the planting site soil,drainage and 2.5 PLANTING SOIL with rigid base and sides and shall be supplied with bolt lock cover secured with stainless steel bolts.Cover shall be weather conditions. D. All plants that are rejected shall be immediately removed from the site and acceptable replacement plants A. Planting Soil as used in this specification means the soil at the planting site,or imported as modified and A. Openings in piping system during installation are to be capped or plugged to prevent dirt and debris from 3.14 CLEAN-UP provided at no cost to the Owner. identified as shown on drawings.Provide box extensions as required. entering pipe and equipment.Remove plugs when necessary to flush or complete system. F. Kinked root:A root within the root package that bends more than 90 degrees. defined in specification Section Planting Soil.If there is no Planting Soil specification,the term Planting Soil shall mean A. During installation,keep the site free of trash,pavements reasonably clean and work area in an orderly E. Submit to the Owner's Representative,for approval,plant sources including the names and locations of the soil at the planting site within the planting hole. 1. Surge Arrestors shall use a 14 inch x 19 inch x 24"rectangular box. B. After completion and prior to the installation of any terminal fittings,the entire pipeline system shall be condition at the end of each day.Remove trash and debris in containers from the site no less than once a week. G. Maintenance:Actions that preserve the health of plants after installation and as defined in this specification. nurseries proposed as sources of acceptable plants,and a list of the plants they will provide.The plant list shall include 2. Master valves,flow sensors, remote control irrigation valves,gate valves,and ball valves 3 inch or less in thoroughly flushed to remove dirt,debris or other material. a. Immediately clean up any spilled or tracked soil,fuel, oil, trash or debris deposited by the Contractor H. Maintenance period:The time period,as defined in this specification,which the Contractor is to provide the botanical and common name and the size at the time of selection.Observe all nursery materials to determine that 2.6 MULCH FG01 size shall use a 14 inch x 19 inch x 12 inch rectangular box. 3.6 HYDROSTATIC PRESSURE TESTING from all surfaces within the project or on public right of ways and neighboring property. maintenance. the materials meet the requirements of this section. A. Mulch shall be"Walk on"grade,coarse,ground,from tree and woody brush sources.The size range shall be a 3. Quick coupler valves,wire splices,and grounding rods shall use a 10 inch circular box. A. After flushing,and the installation of valves the following tests shall be conducted in the sequence listed below. B. Once installation is complete,wash all soil from pavements and other structures. 1. Normal:the prevailing protocol of industry standard(s). F. Trees shall be purchased from the growing nursery.Re-wholesale plant suppliers shall not be used as sources minimum(less than 25%or less of volume)fine particles 3/8 inch or less in size,and a maximum size of individual PHASE 2 unless the Contractor can certify that the required trees are not directly available from a growing nursery.When pieces(largest 20%or less of volume)shall be approximately 1 to 1-1/2 inch in diameter and maximum length 16* 4. Grounding rods shall be in a 8 inch circular box. The Contractor shall furnish all equipment;materials and labor necessary to perform the tests and all tests shall be 1. Make all repairs to grades ruts,and damage to the work or other work at the site. J. Owners Representative:The person appointed by the Owner to represent their interest in the review and Re-wholesale suppliers are utilized,the Contractor shall submit the name and location of the growing nursery from approximately 4 to 8".Pieces larger than 8 inch long that are visible on the surface of the mulch after installation shall 18 22 FORGE DRIVE conducted in the presence of the Owners Representative. 2. Remove and dispose of all excess soil,packaging,and other material brought to the site by the Contractor. approval of the work and to serve as the contracting authority with the Contractor.The Owner's Representative may where the trees were obtained by the re-wholesale seller.The re-wholesale nursery shall be responsible for any be removed. 2.26 CONCRETE THRUST BLOCKS B. Water pressure tests shall be performed on all pressure main lines before any couplings,fittings,valves and appoint other persons to review and approve any aspects of the work. required plant quality certifications. 1. It is understood that mulch quality will vary significantly from supplier to supplier and region to region.The A. Concrete thrust blocks shall be sized per the pipe manufactures requirement or as indicated on the drawings. the like are concealed. 3.15 PROTECTION K. Reasonable and reasonably:When used in this specification relative to plant quality,it is intended to mean that G. The Contractor shall require the grower or re-wholesale supplier to permit the Owners Representative to above requirements may be modified to conform to the source material from locally reliable suppliers as CUPERTINO, CA 95014 C. Immediately prior to testing,all irrigation lines shall be purged of all entrapped air or debris by adjusting control A. The Contractor shall protect installed irrigation work from damage due to operations by other Contractors or the conditions cited will not affect the establishment or long term stability,health or growth of the plant.This observe the root system of all plants at the nursery or job site prior to planting including random removal of soil or approved by the Owner's Representative. 2.27 VALVE IDENTIFICATION TAGS valves and installing temporary caps forcing water and debris to be discharged from a single outlet. specification recognizes that it is not possible to produce plants free of all defects,but that some accepted industry substrate around the base of the plant.Observation may be as frequent and as extensive as needed to verify that the B. Submit supplier's product specification data sheet and a one gallon sample for approval. A. Valve Identification Tags shall be 2.25 inch x 2.65 inch polyurethane. Color:potable water;yellow D. Test all pressure main line at 150 PSI.For a minimum of four(4)hours with an allowable loss of 5 PSI. protocols and standards result in plants unacceptable to this project. plants meet the requirements of the specifications and conform to requirements. Non-potable water;purple.Tags shall be permanently attached to each remote control valve with tamper proof seals as Pressure and gauges shall be read in PSI,and calibrated such that accurate determination of potential pressure loss 1. Maintain protection during installation until Acceptance. Treat, repair or replace damaged work When reasonable or reasonably is used in relation to other issues such as weeds,diseased,insects,it shall 2.7 TREE STAKING AND GUYING MATERIAL indicated on the drawings. can be ascertained. immediately. The Owner's Representative shall determine when such treatment, replacement or repair is mean at levels low enough that no treatment would be required when applying recognized Integrated Plant H. Each tree shall have a numbered seal applied by the Contractor.The seal shall be placed on a lateral branch satisfactory. Management practices. on the north side of the tree.The seal shall be a tamper proof plastic seal bearing the Contractors name and a unique Note to specifier:Do not leave references to any of the staking and guying types you do not want to permit for 2.28 EQUIPMENT TO BE FURNISHED TO OWNER E. Re-test as required until the system meets the requirements.Any leaks,which occur during test period,will be seven-digit number embossed on the seal. the project in the specification.Remove the paragraphs below of the types that will not be permitted.Add CLIENT: A. Two(2)sets of keys for each automatic controller. repaired immediately following the test.All pipe shall be re-tested until final written acceptance. 3.16 PRE-MAINTENANCE OBSERVATION: This specification recognizes that some decisions cannot be totally based on measured findings and that 1. Do not place seals on branches that are so large that there is not sufficient room for the branch growth specifications for other types of staking and guying. B. Two(2)48 inch tee wrenches for operating the gate valves. F. The Contractor is responsible for proving documentation stating the weather conditions,date,the start time and A. Once the entire system shall be completely installed and operational and all planting is installed,the Owners professional judgment is required.In cases of differing opinion,the Owners Representative's expert shall over the period of the warranty. A. Tree guying to be flat woven polypropylene material,3/4 inch wide,and 900 lb.break strength.Color to be C. Three(3)sets of special tools required for removing,disassembling and adjusting each type of sprinkler and initial water pressure readings,the finish time and final water pressure readings and the type of equipment used to Representative shall observe the system and prepare a written punch list indicating all items to be corrected and the determine when conditions are judged as reasonable. 1. The Owners Representative may choose to attach their seal to each plant,or a representative sample.Viewing Green.Product to be ArborTie manufactured by Deep Root Partners,L.P.or approved equal. perform the test.The documentation must be signed by a witness acceptable to the Owner,verifying all of the above- beginning date of the maintenance period. L. Root ball:The mass of roots including any soil or substrate that is shipped with the tree within the root ball and/or sealing of plants by the Owner's Representative at the nursery does not preclude the Owner's Representative's B. Stakes shall be lodge pole stakes free of knots and of diameters and lengths appropriate to the size of plant as valve supplied on this project. mentioned conditions. B. This is not final acceptance and does not relieve the Contractor from any of the responsibilities in the contract package. right to reject material while on site.The Contractor is responsible for paying any up charge for the Owners required to adequately support the plant. D. Five(5)Extra sprinkler heads,nozzles,shrub adapters,nozzle filter screens,for each type used on the project. G. Submit a written report of the pressure testing results with the other above required information to the Owners documents. M. Root ball package.The material that surrounds the root ball during shipping.The root package may include the Representative to attach their seal to specific plants. C. Below ground anchorage systems to be constructed of 2 x 2 dimensional untreated wood securing(using 3 E. Two(2)quick coupler keys to match manufacturer type of quick coupler. Representative for approval 3.17 GENERAL MAINTENANCE AND THE MAINTENANCE PERIOD material in which the plant was grown,or new packaging placed around the root ball for shipping. J. Where requested by the Owners Representative,submit photographs of plants or representative samples of inch long screws)horizontal portions to 4 feet long vertical stakes driven straight into the ground outside the root ball. F. Two(2)decoders of each type used on the project. 3.9 BACKFILLING AND COMPACTING A. General maintenance shall begin immediately after installation of irrigation system.The general maintenance N. Root collar(root crown,root flare,trunk flare,flare):The region at the base of the trunk where the majority of plants.Photographs shall be legible and clearly depict the plant specimen.Each submitted image shall contain a height D. Submit manufacturer's product data for approval. G. One(1)moisture sensor of each type used on the project. and the maintenance period shall include the following: the structural roots join the plant stem,usually at or near ground level. reference,such as a measuring stick.The approval of plants by the Owner's Representative via photograph does not A. Irrigation trenches shall be carefully backfilled with material approved for backfilling and free of rocks and 0. Shrub:Woody plants with mature height approximately less than 15 feet. preclude the Owner's Representative's right to reject material while on site. 2.29 INCIDENTAL MATERIALS AND EQUIPMENT debris one(1)inch in diameter and larger. When back filling trenches in areas of imported or modified planting soil, 1. On a weekly basis the Contractor shall keep the irrigation system in good running order and make 2.10 CHEMICAL OR BIOLOGICAL ADDITIVES replace any excavated subsoil at the bottom and the imported soil or modified planting soil at the top of the trench. observations on the entire system for proper operation and coverage.Repair and cleaning shall be done to P. Spade harvested and transplanted:Field grown trees that are mechanically harvested and immediately 1.16 PLANT SUBSTITUTIONS FOR PLANTS NOT AVAILABLE A. Furnish all materials and equipment not specified above,but which are necessary for completion of the work as B. Backfill shall be compacted with approved equipment to the following densities keep the system in full operation. transplanted to the final growing site without being removed from the digging machine. A. Submit all requests for substitutions of plant species,or size to the Owners Representative,for approval,prior Note to specifier.Insert additives,as desired for the specific project requirements. intended. I. Backfill under pavement and within 2 feet of the edge of pavement: Compact to 95% or greater of 2. Records of all timing changes to control valves from initial installation to time of final acceptance shall be Q. Stem:The trunk of the tree. to purchasing the proposed substitution.Request for substitution shall be accompanied with a list of nurseries contacted 2.30 MAINLINE LOCATOR TAPE maximum dry density standard proctor. kept and turned over to the Owner's Representative at the time of final acceptance. R. Substantial Completion Acceptance:The date at the end of the Planting,Planting Soil,and Irrigation installation in the search for the required plant and a record of other attempts to locate the required material.Requests shall also 3.1 SITE EXAMINATION where the Owners Representative accepts that all work in these sections is complete and the Warranty period has include sources of plants found that may be of a smaller or larger size,or a different shape or habit than specified,or A. 3-inch wide plastic detectable locator tape. 2. Backfill of subsoil under imported planting mixes or modified existing planting soil:Between 85 and 90%of 3. During the last week of the maintenance period, provide equipment familiarization and instruction on the begun.This date may be different than the date of substantial completion for the other sections of the project. plants of the same genus and species but different cultivar origin,or which may otherwise not meet the requirements of A. Examine the surface grades and soil conditions to confirm that the requirements of the Specification Section- maximum dry density standard proctor. total operations of the system to the personnel who will assume responsibility for running the irrigation the specifications,but which may be available for substitution. Planting Soil-and the soil and drainage modifications indicated on the Planting Soil Plan and Details(if applicable) 2.31 MAINLINE AND LATERAL LINE BEDDING SAND 3. Backfill of imported planting mixes or modified existing planting soil: Compact to the requirements of the system. S. Stem girdling root:Any root more than'14 inch diameter currently touching the trunk,or with the potential to 1.17 SITE CONDITIONS have been completed.Notify the Owners Representative in writing of any unsatisfactory conditions. A. Sand shall consist of natural or manufactured granular material,free of organic material,mica,loam,clay or touch the trunk,above the root collar approximately tangent to the trunk circumference or circling the trunk.Roots shall 3.2 DELIVERY,STORAGE AND HANDLING other substances not suitable for the intended purpose. adjacent planting mix or planting soil as specified in section"Planting Soil". 4. At the end of the maintenance period,turn over all operations logs,manuals,instructions,schedules,keys be considered as Stem Girdling that have,or are likely to have in the future,root to trunk bark contact. A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions,and to notify the C. Finish grade of all trenches shall conform to adjacent grades without dips or other irregularities.Dispose of and any other equipment necessary for operation of the irrigation system to the Owner's Representative T. Structural root:One of the largest roots emerging from the root collar. Owner's Representative,in writing,of any circumstances that would negatively impact the health of plantings.Do not A. Protect materials from deterioration during delivery and storage.Adequately protect plants from drying out, B. Sand shall be masonry sand ASTM C 144 or coarse concrete sand,ASTM C 33. excess soil or debris off site at Contractor's expense. who will assume responsibility for the operations and maintenance of the irrigation system. U. Tree:Single and multi-stemmed plants with mature height approximately greater than 15 feet. proceed with work until unsatisfactory conditions have been corrected. exposure of roots to sun,wind or extremes of heat and cold temperatures.If planting is delayed more than 24 hours D. Any settling of backfill material during the maintenance or warranty period shall be repaired at the Contractor's B. The maintenance period for the irrigation system shall coincide with the maintenance period for the Planting. after delivery,set plants in a location protected from sun and wind.Provide adequate water to the root ball package PART 3 EXECUTION expense,including any replacement or repair of soil,lawn,and plant material or paving surface. (See specification section"Planting" 1.10 SUBMITTALS 1. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or during the shipping and storage period. 3.1 GENERAL REQUIREMENTS 3.10 RESURFACING PAVING OVER TRENCHES A. See contract general conditions for policy and procedure related to submittals. survival of plant material, the Contractor shall notify the Owners Representative in writing, stating the 1. All plant materials must be available for observation prior to planting. A. Code requirements shall be those of state and municipal codes and regulations locally governing this work, A. Restore all surfaces and repair existing underground installations damaged or cut as a result of the excavation 3.18 SUBSTANTIAL COMPLETION ACCEPTANCE B. Submit all product submittals 8 weeks prior to installation of plantings. conditions and submit a proposal covering cost of corrections. If the Contractor fails to notify the Owner's 2. Using a soil moisture meter,periodically check the soil moisture in the root balls of all plants to assure that providing that any requirements of the drawings and specifications,not conflicting therewith,but exceeding the code to their original condition,satisfactory to the Owners Representative. A. Upon written notice from the Contractor,the Owners Representative shall review the work and make a Note to specifier:Confirm submittal time above is appropriate for project schedule. Representative of such conditions, he/she shall remain responsible for plant material under the warranty the plants are being adequately watered.Volumetric soil moisture shall be maintained above wilting point requirements,shall govern unless written permission to the contrary is granted by the Owner's Representative. B. Trenches through paved areas shall be resurfaced with same materials quality and thickness as existing determination if the work is substantially complete. C. Product data:Submit manufacturer product data and literature describing all products required by this section clause of the specifications. and below field capacity for the root ball substrate or soil. B. Extreme care shall be exercised at all times by the Contractor in excavating and working in the project area due material. Paving restoration shall be performed by the project paving Sub-contractor or an approved Contractor skilled B. The date of substantial completion of the irrigation shall be the date when the Owner's Representative accepts to the Owners Representative for approval.Provide submittal eight weeks before the installation of plants. B. It is the responsibility of the Contractor to be familiar with the local growing conditions,and if any specified B. Do not deliver more plants to the site than there is space with adequate storage conditions.Provide a suitable to existing utilities and irrigation systems to remain.Contractor shall be fully responsible for expenses incurred in the in paving work. that all work in Planting,Planting Soil,and Irrigation installation sections is complete. D. Plant growers'certificates:Submit plant growers'certificates for all plants indicating that each meets the plants will be in conflict with these conditions.Report any potential conflicts,in writing,to the Owners Representative. remote staging area for plants and other supplies.C. This specification requires that all Planting Soil and Irrigation(if applicable)work be completed and accepted 1. The Owner's Representative or Contractor shall approve the duration, method and location of storage of repair of damages caused by their operation. C. The cost of all paving restoration work shall be the responsibility of the irrigation Contractor unless the requirements of the specification,including the requirements of tree quality,to the Owner's Representative for approval. 0 3.19 FINAL ACCEPTANCE I SYSTEM MALFUNCTION CORRECTIONS prior to the installation of any plants. plants. �k trenching thru the paving was,by previous agreement,part of the general project related construction. Provide submittal eight weeks before the installation of plants. 01 V11\ 1. The Contractor is responsible for identifying and maintaining existing irrigation main lines that supply water A. At the end of the Plant Warrantee and Maintenance period,(See specification section"Planting")the Owner's CD 0 to areas on the site as noted on the drawings and outside of the proposed limit of work.The Contractor E. Samples:Submit samples of each product and material where required by the specification to the Owners C. Provide protective covering over all plants during transpotng. -i shall relocate or replace existing irrigation main line piping as required to provide a continuous supply of 3.11 INSTALLATION OF EQUIPMENT Representative shall inspect the irrigation work and establish that all provisions of the irrigation system are complete Representative for approval.Label samples to indicate product,characteristics,and locations in the work.Samples will 1. Planting operations shall not begin until such time that the irrigation system is completely operational for 3.3 PLANTING SEASON water to all areas of existing irrigation on site. A. General: and the system is working correctly. be reviewed for appearance only.Compliance with all other requirements is the exclusive responsibility of the the area(s) to be planted, and the irrigation system for that area has been preliminarily observed and Signature a. Providing continuous water supply shall include hand watering and or the use of watering trucks to 1. All equipment shall be installed to meet all installation requirements of the product manufacturer. In the 1. Restore any soil settlement over trenches and other parts of the irrigation system. Contractor. approved by the Owner's Representative. A. Planting shall only be performed when weather and soil conditions are suitable for planting the materials -4-30- specified in accordance with locally accepted practice.Install plants during the planting time as described below unless Renewal Do e provide adequate water. event that the manufactures requirements cannot be implemented due to particular condition at the site or 2. Replace,repair or reset any malfunctioning parts of the irrigation system. F. Plant sources:Submit sources of all plants as required by Article-"Selection of Plants"to the Owner's D. Actual planting shall be performed during those periods when weather and soil conditions are suitable in otherwise approved in writing by the Owner's Representative.In the event that the Contractor request planting outside 0 C. Plan locations of backflow preventers,valves,controllers,irrigation lines,sleeves,spray heads and other with other parts of the design, obtain the Owners Representative's written authorization and approval for B. The Contractor shall show all corrections made from punch list.Any items deemed not acceptable shall be Representative for approval. accordance with locally accepted horticultural practices. the dates of the planting season,approval of the request does not change the requirements of the warranty. 0 equipment are diagrammatic and indicate the spacing and relative locations of all installations.Final site conditions and any modifications. reworked and the maintenance period will be extended. G. Close out submittals:Submit to the Owners Representative for approval. Note to specifier.Insert required regional appropriate planting date limitations including limitations if any for fall existing and proposed plantings shall determine final locations and adjusted as necessary and as directed to meet 2. Install all equipment at the approximately at the location(s) and as designated and detailed on the C. The Contractor shall show evidence that the Owner's Representative has received all charts,records, 1. Plant maintenance data and requirements 1. Do not install plants into saturated or frozen soils. Do not install plants during inclement weather, such as planting hazard plants. existing and proposed conditions and obtain complete water coverage.Minor changes in locations of the above from drawings.Verify all locations with the Owners Representative. drawings,and extra equipment as required before final acceptance. rain or snow or during extremely hot,cold or windy conditions. locations shown shall be made as necessary to avoid existing and proposed trees,piping,utilities,structures,etc.at the 3. Install all valves within a valve box of sufficient size to accommodate the installation and servicing of the 1.11 OBSERVATION OF THE WORK 1. Deciduous trees and shrubs XXX to XXX and YYY to YYY Contractor's expense or when directed by the Owners Representative. equipment.Group valves together where practical and locate in shrub planting areas. D. Failure to pass review:If the work fails to pass final review,any subsequent observations must be rescheduled A. The Owner's Representative may observe the work at any time.They may remove samples of materials for 1.18 PLANTING AROUND UTILITIES 2. Evergreen trees and shrubs XXX to XXX and YYY to YYY 1. The Contractor shall be held responsible for relocation of any items without first obtaining the Owner's as per above.The cost to the Owner for additional observations will be charged to the Contractor at the prevailing conformity to specifications.Rejected materials shall be immediately removed from the site and replaced at the A. Contractor shall carefully examine the civil,record,and survey drawings to become familiar with the existing Representative's approval. The Contractor shall remove and relocate such items at their expense if so 4. All sprinkler irrigation systems that are using water from potable water systems shall require backfiow hourly rate of the reviewer. Contractors expense.The cost of testing materials not meeting specifications shall be paid by the Contractor. underground conditions before digging. ER CONDITIONS NO. DESCRIPTION: DATE: directed by the Owners Representative. prevention.All backflow prevention devices shall meet and be installed in accordance with requirements END OF SECTION 32 84 00 A. No planting shall take place during extremely hot,dry,windy or freezing weather. set forth by local codes and the health department B. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the B. Determine location of underground utilities and perform work in a manner that will avoid possible damage. D. Prior to any work the Contractor shall stake out locations of all pipe,valves,equipment and irrigation heads and D. Remote control valves: following key times in the construction process.The Owner's Representative shall be afforded sufficient time to Hand excavate,as required.Maintain grade stakes set by others until parties concerned mutually agree upon removal. 3.5 COORDINATION WITH PROJECT WORK emitters using an approved staking method and maintain the staking of the approved layout in accordance with the SECTION 32 93 00 schedule visit to the site.Failure of the Owner's Representative to make field observations shall not relieve the C. Notification of Local Utility Locator Service,Insert PHONE NUMBER,is required for all planting areas:The A. The Contractor shall coordinate with all other work that may impact the completion of the work. 09/11/2019 drawings and any required modifications.Verify all horizontal and vertical site dimensions prior to staking of heads.Do 2. Install one remote control valve per valve box. PLANTING Contractor from meeting all the requirements of this specification. Contractor is responsible for knowing the location and avoiding utilities that are not covered by the Local Utility Locator B. Prior to the start of work,prepare a detailed schedule of the work for coordination with other trades. not exceed spacing shown on drawings for any given area.If such modified spacing demand additional or less material 3. Remote control valve manifolds and quick coupler valves shall be separate allowing use of a quick coupler 1. SITE CONDITIONS PRIOR TO THE START OF PLANTING:review the soil and drainage conditions. Service. than shown on the drawings,notify the Owners Representative before beginning any work in the adjacent area. with all remote control valves shut off. C. Coordinate the relocation of any irrigation lines,heads or the conduits of other utility lines that are in conflict DD PROGRESS 09/27/2019 E. Stub out main line at all end runs and as shown on drawings.Stub out wires for future connection where 2. COMPLETION OF THE PLANT LAYOUT STAKING:Review of the plant layout. Note to specifier.,Insert the telephone number and correct name of the Local Utility Locator Service if with tree locations.Root balls shall not be altered to fit around lines.Notify the Owners Representative of any conflicts indicated on plan and as directed. 4. Install boxes no farther than 12 inches from edge of paving and perpendicular to edge of paving and 1.1 SUMMARY 3. PLANT QUALITY: Review of plant quality at the time of delivery and prior to installation. Review tree available. encountered. F. Point of connection shall be approximately as shown on drawings.Connect new underground piping and valves parallel to each other.Allow 12 inches clearance between adjacent valve boxes. quality prior to unloading where possible,but in all cases prior to planting. 3.6 LAYOUT AND PLANTING SEQUENCE DD ISSUED FOR REVIEW 10/18/2019 and provide all flanges,adapters or other necessary fittings for connection. G. Emitters: A. The scope of work includes all labor,materials,appliances,tools,equipment,facilities,transportation and 4. COMPLETION OF THE PLANTING:Review the completed planting. 2.1 PLANTS:GENERAL A. Relative positions of all plants and trees are subject to approval of the Owners Representative. 1. All main lines and lateral lines,including swing joints,shall be flushed and pressure tested before installing services necessary for,and incidental to performing all operations in connection with furnishing,delivery,and installation A. Standards and measurement:Provide plants of quantity,size,genus,species,and variety or cultivars as shown B. Notify the Owner's Representative,one(1)week prior to layout.Layout all individual tree and shrub locations. G. Permission to shut off any existing in-use water line must be obtained 48 hours in advance,in writing from the of plant(also known as"landscaping")complete as shown on the drawings and as specified herein. 1.12 PRE-CONSTRUCTION CONFERENCE Owner.The Contractor shall receive instructions from the Owner's Representative as to the exact length of time of each sprinkler heads. B. The scope of work in this section includes,but is not limited to,the following: A. Schedule a pre-construction meeting with the Owner's Representative at least seven(7)days before and scheduled in contract documents. Place plants above surface at planting location or place a labeled stake at planting location.Layout bed lines with paint INITIAL CITY SUBMITTAL 12/16/2019 shut-off. 2. Install emitters as shown in details at locations shown on the drawings. beginning work to review any questions the Contractor may have regarding the work,administrative procedures during 1. All plants including the root ball dimensions or container size to trunk caliper ratio shall conform to ANSI for the Owners Representative's approval.Secure the Owners Representative's acceptance before digging and start of H. No fittings shall be installed on pipe underneath pavement or walls. 3. All emitters shall be set perpendicular to finish grade unless otherwise designated on the drawings or 1. Locate,purchase,deliver and install all specified plants. construction and project work schedule. Z60.1 "American Standard for Nursery Stock" latest edition, unless modified by provisions in this planting work. 1. Prior to starting any work,Contractor shall obtain a reading of existing static water pressure(no flow condition) details. 2. Water all specified plants. specification.When there is a conflict between this specification and ANSI Z60.1,this specification section C. When applicable,plant trees before other plants are installed 1 COMMENT RESPONSES 06/22/2020 at the designated point of connection and immediately submit written verification of pressure with date and time of 4. All emitters installed on slopes shall have a check valve installed between the riser and emitter. 3. Mulch,fertilize,stake,and prune all specified plants. Note to specifier. Confinn time frame above is appropriate for project schedule. shall be considered correct. D. It is understood that plants are not precise objects and that minor adjustments in the layout will be required as recording to Owners Representative. 1.13 QUALITY ASSURANCE 2. Plants larger than specified may be used if acceptable to the Owners Representative. Use of such plants the planting plan is constructed.These adjustments may not be apparent until some or all of the plants are installed. 3.2 TRENCHING,DIRECTIONAL BORING AND SLEEVING 5. Soil around the emitter and swing joint shall be water settled to remove air pockets so that irrigation water 4. Maintenance of all specified plants until the beginning of the warranty period. A. Substantial Completion Acceptance-Acceptance of the work prior to the start of the warranty period: shall not increase the contract price. If larger plants are accepted the root ball size shall be in accordance Make adjustments as required by the Owners Representative including relocating previously installed plants. 2 DESIGN CHANGES 06/22/2020 A. Perform all trenching,directional boring,sleeving and excavations as required for the installation of the work runs through the plant root ball 5. Plant warranty. with ANSI Z-60.1. Larger plants may not be acceptable if the resulting root ball cannot be fit into the 3.7 SOIL PROTECTION DURING PLANT DELIVERY AND INSTALLATION H. Irrigation controllers: 1. Once the Contractor completes the installation of all items in this section,the Owners Representative will required planting space. included under this section,including shoring of earth banks to prevent cave-ins. 6. Clean up and disposal of all excess and surplus material. observe all work for Substantial Completion Acceptance upon written request of the Contractor. The A. Protect soil from compaction during the delivery of plants to the planting locations,digging of planting holes and 3 DESIGN CHANGES 07/24/2020 B. The Contractor may directional bore lines where it is practical or where required on the plans. I. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. 7. Maintenance of all specified plants during the warranty period. request shall be received at least ten calendar days before the anticipated date of the observation. 3. If a range of size is given,no plant shall be less than the minimum size and not less than 50 percent of the installing plants. 1. Extend the bore 1'past the edge of pavement unless noted differently on the plans 2. Controller shall be tested with complete electrical connections. The Contractor shall be responsible for 2. Substantial Completion Acceptance by the Owner's Representative shall be for general conformance to plants shall be as large as the maximum size specified.The measurements specified are the minimum and 1. Where possible deliver and plant trees that require the use of heavy mechanized equipment prior to final temporary power to the controller for operation and testing purposes. 1.2 CONTRACT DOCUMENTS specified size,character and quality and not relieve the Contractor of responsibility for full conformance to maximum size acceptable and are the measurements after pruning,where pruning is required. soil preparation and tilling.Where possible,restrict the driving lanes to one area instead of driving over and 4 DESIGN CHANGES 11/06/2020 2. Cap ends of each bore and locate ends at finished grade using metal stakes. A. Shall consist of specifications and general conditions and the construction drawings.The intent of these B. Proper Identification:All trees shall be true to name as ordered or shown on planting plans and shall be labeled compacting a large area of soil. 3. Connections to control wiring shall be made within the pedestal of the controller.All wire shall follow the documents is to include all labor,materials,and services necessary for the proper execution of the work.The the contract documents,including correct species. individually or in groups by genus,species,variety and cultivar. 3. All boring and sleeving shall have detectable locator tape placed at the ends of the pipe. pressure main insofar as possible. documents are to be considered as one.Whatever is called for by any parts shall be as binding as if called for in all 3. Any plants that are deemed defective as defined under the provisions below shall not be accepted. C. Compliance:All trees shall comply with federal and state laws and regulations requiring observation for plant 2. Till to a depth of 6 inches,all soil that has been driven over during the installation of plants. C. Make trenches for mains,laterals and control wiring straight and true to grade and free of protruding stones, 4. Electrical wiring shall be in a rigid gray PVC plastic conduit from controller to electrical outlet.The electrical parts. B. The Owner's Representative will provide the Contractor with written acknowledgment of the date of Substantial disease,pests,and weeds.Observation certificates required by law shall accompany each shipment of plants. 3.8 SOIL MOISTURE 5 RESUBMITTAL 12/11/2020 roots or other material that would prevent proper bedding of pipe or wire. Contractor shall be responsible for installing all wiring to the controller,in order to complete this installation. 1.3 RELATED DOCUMENTS AND REFERENCES Completion Acceptance and the beginning of the warranty period and plant maintenance period(if plant maintenance is 1. Clearance from the local county agricultural commissioner, if required, shall be obtained before planting A. Volumetric soil moisture level,in both the planting soil and the root balls of all plants,prior to,during and after D. Excavate trenches wide enough to allow a minimum of 4-inch between parallel pipelines and 8-inches from A disconnect switch shall be included. A. Related Documents: included). trees originating outside the county in which they are to be planted. planting shall be above permanent wilting point and below field capacity for each type of soil texture within the following lines of other trades.Maintain 3-inch vertical clearance between irrigation lines.Minimum transverse angle is 45 K. Wiring: C. Contractor's Quality Assurance Responsibilities:The Contractor is solely responsible for quality control of the ranges. 6 PLANNING APPLICATION 01/29/2021 degrees.All pipes shall be able to be serviced or replaced without disturbing the other pipes. 1. Low Voltage 1. Drawings and general provisions of contract including general and supplementary conditions and Division I work. Note to specifier.,Confirm that the above sentence is applicable to the region of the project. E. Trenches for pipelines shall be made of sufficient depth to provide the minimum cover from finished grade as specifications apply to work of this section D. Installer Qualifications:The installer shall be a firm having at least 5 years of successful experience of a scope D. Plant Quality: follows: a. Control wiring between controller and electrical valves shall be installed in the same trench as the main Soil type Permanent wilting point Field capacity 7 DESIGN CHANGES 3/8/2020 line where practical.The wire shall be bundled and secured to the lower quadrant of the trench at 10 2. Related Specification Sections similar to that required for the work,including the handling and planting of large specimen trees in urban areas.The 1. General: Provide healthy stock, grown in a nursery and reasonably free of die-back, disease, insects, 1. Pressure main line: 18 inches below finish grade and 24-30 inches below paved areas in Schedule 40 foot intervals with plastic electrical tape. a. Section-Planting Soil same firm shall install planting soil(where applicable)and plant material. eggs,bores,and larvae.At the time of planting all plants shall have a root system,stem,and branch form Sand,Loamy sand,Sandy loam 5-8% 12-18% PVC sleeves. a) 2-wire controller wiring shall be installed in Sch 40 electrical conduit.Conduit shall be a minimum b. Section-Irrigation 1. The bidders list for work under this section shall be approved by the Owner's Representative. that will not restrict normal growth,stability and health for the expected life of the plant Loam,Sandy clay,Sandy clay loam 14-25% 27-36% 2. Plant quality above the soil line: Clay loam,Silt loam 11 -22% 31 -36% 8 RESUBMITTAL 3/8/2020 2. Reclaimed water constant pressure main lines shall cross at least twelve(12)inches below potable water 1-1/2 inch in size. c. Section-Tree Protection and Plant Protection 2. Installer Field Supervision: When any planting work is in progress, installer shall maintain, on site, a Silty clay,Silty clay loam 22-27% 38- lines. b. When the control wiring cannot be installed in the same main line trench it shall be installed a minimum B. References:The following specifications and standards of the organizations and documents listed in this full-time supervisor who can communicate in English with the Owners Representative. a. Plants shall be healthy with the color,shape, size and distribution of trunk, stems, branches, buds and 41% a. If a constant pressure reclaimed water main line must be installed above a potable water line or less of 18 inches below finish grade and a bright colored plastic ribbon with suitable markings shall be paragraph form a part of the specification to the extent required by the references thereto.In the event that the 3. Installers field supervisor shall have a minimum of five years experience as a field supervisor installing leaves normal to the plant type specified.Tree quality above the soil line shall comply with the project 1. Volumetric soil moisture shall be measured with a digital moisture meter.The meter shall be the Digital Soil than twelve(12)inches below a potable water line,then reclaimed water line shall be installed within an installed in the trench 6 inches below grade directly over the wire. requirements of the following referenced standards and specification conflict with this specification section the plants and trees of the quality and scale of the proposed project,and can communicate in English with the Crown Acceptance details (or Florida Grades and Standards, tree grade Florida Fancy or Florida#1) Moisture Meter,DSMM500 by General Specialty Tools and Instruments,or approved equivalent. approved protective sleeve. The sleeve shall extend ten (10)feet from each side of the center of the c. An expansion loop shall be provided every 500 feet in a box and inside each valve box.Expansion loop requirements of this specification shall prevail.In the event that the requirements of any of the following referenced Owner's Representative. and the following: B. The Contractor shall confirm the soil moisture levels with a moisture meter.If the moisture is too high,suspend potable line, for a total of twenty (20) feet. The sleeve shall be color-coded (purple) for use with shall be formed by wrapping wire at least eight(8)times around a 1/4 inch pipe and withdrawing pipe. standards and specifications conflict with each other the more stringent requirement shall prevail or as determined by 1.)Crown:The form and density of the crown shall be typical for a young specimen of the species or reclaimed water. d. Provide one control wire to service each valve in system the Owners Representative. 4. The installer's crew shall have a minimum of 3 years experienced in the installation of Planting Soil, cultivar pruned to a central and dominant leader. planting operations until the soil moisture drains to below field capacity. 3. Lateral lines:12 inches below finish grade and 18 inches below paved areas in Schedule 40 PVC sleeves. Note to specifier. Remove any references that do not apply in the project region. Plantings, and Irrigation (where applicable) and interpretation of soil plans, planting plans and irrigation a.)Crown specifications do not apply to plants that have been specifically trained in the nursery as 3.9 INSTALLATION OF PLANTS:GENERAL 4. Control wiring: to the side of pressure main line and 24 inches below paved areas in Schedule 40 PVC e. Provide 1 common wire(s)per controller. plans. topiary,espalier,multi-stem,clump,or unique selections such as contorted or weeping cultivars. A. Installation plan shall be submitted a minimum of 14 days prior to the scheduled installation.Plan should sleeves. f. Run two (2) spare#14 - 1 wires from controller along entire main line to last electric remote control I. State of California, Department of Food and Agriculture, Regulations for Nursery Inspections, Rules and 5. Submit references of past projects,employee training certifications that support that the Contractors meets 2.) Leaves:The size,color,and appearance of leaves shall be typical for the time of year and stage of describe the methods,activities,materials and schedule to achieve installation of plants. valve on each and every leg of main line.Label spare wires at controller and wire stub to be located in a Grading. all of the above installer qualifications and applicable licensures. growth of the species or cultivar.Trees shall not show signs of prolonged moisture stress or over Note to specifier:Remove the above paragraph if no Installation Plan is required.Also remove the submittal F. On new on-site systems(post-meter),the required horizontal separation between potable water lines, box. 2. ANSI Z60.1 American Standard for Nursery Stock,most current edition. Y: watering as indicated by wilted,shriveled,or dead leaves. requirement in Part One-Submittals. reclaimed water constant pressure main lines and sewer lines shall be a minimum of four(4)feet apart as directed by g. All control wire splices not occurring at control valve shall be installed in a separate splice valve box. the project engineer and/or regulatory agency.Measurements shall be between facing surfaces,not pipe centerlines. 3. ANSI A 300-Standard Practices for Tree,Shrub and other Woody Plant Maintenance,most current edition A. The Contractor agrees to replace defective work and defective plants.The Owner's Representative shall make 3.) Branches:Shoot growth(length and diameter)throughout the crown should be appropriate for the B. Observe each plant after delivery and prior to installation for damage of other characteristics that may cause G. When trenching through areas of imported or modified soil,deposit imported or modified soils on one side of h. Wire markers (sealed, 1 inch to 3 inch square) are to identify control wires at valves and at terminal and parts. the final determination if plants meet these specifications or that plants are defective. age and size of the species or cultivar.Trees shall not have dead,diseased,broken,distorted,or rejection of the plant.Notify the Owner's Representative of any condition observed. trench and subsoil on opposite side. strips of controller.At the terminal strip mark each wire clearly indicting valve circuit number. 4. Florida Grades and Standards for Nursery Stock, current edition (Florida Department of Agriculture, 1. Plants warranty shall begin on the date of Substantial Completion Acceptance and continue for the otherwise injured branches. C. No more plants shall be distributed about the planting bed area than can be planted and watered on the same H. Backfill the trench per the requirements in paragraphs"Backfilling and Compacting"below. 2. High Voltage Tallahassee FL). following periods,classed by plant type: a.)Main branches shall be distributed along the central leader not clustered together.They shall day. a. All electrical work shall conform to local codes, ordinances and any authorities having jurisdiction. All 5. Interpretation of plant names and descriptions shall reference the following documents.Where the names Note to specifier.Modify below to state the number of years of the warranty. form a balanced crown appropriate for the cultivar/species. D. The root system of each plant,regardless of root ball package type,shall be observed by the Contractor,at the 3.3 PIPE INSTALLATION high voltage electrical work to be performed by licensed electrician. r plant descriptions disagree between the several documents,the most current document shall prevail. b.)Branch diameter shall be no larger than two-thirds(one-half is preferred)the diameter of the time of planting to confirm that the roots meet the requirements for plant root quality in Part 2 Products:Plants General: A. General Pipe Installation b. The Contractor shall provide 120 - volt power connection to the automatic controller unless noted 0 a. Trees-XX Year(s). central leader measured 1 inch above the branch union. Plant Quality.The Contractor shall undertake at the time of planting,all modifications to the root system required by the otherwise on drawings. a. USDA - The Germplasm Resources Information Network (gal N) b. Shrubs-XX Year(s). c.)The attachment of the largest branches(scaffold branches)shall be free of included bark. Owners Representative to meet these quality standards. 1. Exercise caution in handling,loading and storing,of plastic pipe and fittings to avoid damage. L. Valve boxes: hftp://www.ars-grin.gov/npqs/searchqrin.html c. Ground cover and perennial flower plants-XX Year(s). 4.) Trunk:The tree trunk shall be relatively straight,vertical,and free of wounds that penetrate to the 1. Modifications,at the time of planting,to meet the specifications for the depth of the root collar and removal a. The pipe and fittings shall be stored under cover until using,and shall be transported in a vehicle with a b. Manual of Woody Landscape Plants;Michael Dirr;Stipes Publishing,Champaign, Illinois;Most Current bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or 1. Install one valve box for each type of valve installed as per the details. Edition. d. Bulbs,annual flower and seasonal color plants-for the period of expected bloom or primary display. wood(properly made pruning cuts,closed or not,are acceptable and are not considered wounds), of stem girdling roots and circling roots may make the plant unstable or stress the plant to the point that the sunburned areas,conks(fungal fruiting bodies),wood cracks,sap leakage,signs of boring insects, Owners Representative may choose to reject the plant rather than permitting the modification. concentrated external load at any point. 2. Gravel sump shall be installed after compaction of all trenches. Final portion of gravel shall be placed C. The New Sunset Western Garden Book,Oxmoor House,most current edition. B. When the work is accepted in parts,the warranty periods shall extend from each of the partial Substantial galls,cankers,girdling ties,or lesions(mechanical injury). b. All pipe that has been dented or damaged shall be discarded unless such dent or damaged section is Completion Acceptances to the terminal date of the last warranty period.Thus,all warranty periods for each class of 2. Any modifications required by the Owner's Representative to make the root system conform to the plant PROJECT NO: 19036WA cut out and pipe rejoined with a coupling. inside valve box after valve is backfilled and compacted. 6. Pruning practices shall conform to recommendations"Structural Pruning:A Guide For The Green Industry" plant warranty,shall terminate at one time. 5.) Temporary branches,unless otherwise specified,can be present along the lower trunk below the quality standards outlined in Part 2 Products: Plants General:Quality,or other requirements related to the V1 1 3. Permanently label valve number and or controller letter on top of valve box lid using a method approved by most current edition;published by Urban Tree Foundation,Visalia,California. C. All plants shall be warrantled to meet all the requirements for plant quality at installation in this specification. lowest main(scaffold)branch,particularly for trees less than 1 inch in caliper.These branches permitted root ball package,shall not be considered as grounds to modify or void the plant warranty. SCALE: 1 =10' 2. Trench depth shall be as specified above from the finish grade to the top of the pipe. the Owners Representative. 7. Glossary of Arboricultural Terms,International Society of Arboriculture,Champaign IL,most current edition. Defective plants shall be defined as plants not meeting these requirements.The Owner's representative shall make the should be no greater than 3/8-inch diameter.Clear trunk should be no more than 40%of the total DRAWN BY: GM height of the tree. 3. The resulting root ball may need additional staking and water after planting. The Owner's Representative 3. Install a detectable pipe locator tape 6 to 8 inches above all main line pipes. M. Tracer wire: 1.4 VERIFICATION final determination that plants are defective. b. Trees shall have one central leader.If the leader was headed,a new leader(with a live terminal bud)at may reject the plant if the root modification process makes the tree unstable or if the tree is not healthy at 1. Tracer wire shall be installed with non-metallic plastic irrigation main lines where controller wires are not A. All scaled dimensions on the drawings are approximate.Before proceeding with any work,the Contractor shall D. Plants determined to be defective shall be removed immediately upon notification by the Owner's least one-half the diameter of the pruning cut shall be present. the end of the warranty period.Such plants shall still be covered under the warranty REVIEWED BY: TC B. Polyvinyl Chloride Pipe(PVC)Installation buried in the same trench as the main line. carefully check and verify all dimensions and quantities,and shall immediately inform the Owners Representative of Representative and replaced without cost to the Owner,as soon as weather conditions permit and within the specified 4. The Contractor remains responsible to confirm that the grower has made all required root modifications planting period. 1.)All trees are assumed to have one central leader trees unless a different form is specified in the noted during any nursery observations. APPROVED BY: I. Under no circumstance is pipe to rest on concrete,rock,wood blocks,construction debris or similar items. 2. The tracer wire shall be placed on the bottom of the trench under the vertical projection of the pipe with any discrepancies between the information on the drawings and the actual conditions,refraining from doing any work in plant list or drawings. spliced joints soldered and covered with insulation type tape. said areas until given approval to do so by the Owner's Representative. E. Any work required by this specification or the Owner's Representative during the progress of the work,to E Container and Boxed Root Ball Shaving:The outer surfaces of ALL plants in containers and boxes,including 2. No water shall be permitted in the pipe until a period of at least 24 hours has elapsed for solvent weld B. In the case of a discrepancy in the plant quantities between the plan drawings and the plant call outs,list or correct plant defects including the removal of roots or branches,or planting plants that have been bare rooted during c. All graft unions,where applicable, shall be completely closed without visible sign of graft rejection. All the top,sides and bottom of the root ball shall be shaved to remove all circling,descending,and matted roots.Shaving setting and curing. 3. Tracer wire shall be of a color not used for valve wiring. Terminate wire in a valve box. Provide enough plant schedule,the number of plants or square footage of the planting bed actually drawn on the plan drawings shall be installation to observe for or correct root defects shall not be considered as grounds to void any conditions of the grafts shall be visible above the soil line. shall be performed using saws,knives,sharp shovels or other suitable equipment that is capable of making clean cuts 3. Install assemblies and pipe to conform to respective details and where shown diagrammatically on length of wire to make a loop and attach wire marker with the designation"tracer wire". deemed correct and prevail. warranty.In the event that the Contractor decides that such remediation work may compromise the future health of the d. Trunk caliper and taper shall be sufficient so that the lower five feet of the trunk remains vertical without on the roots.Shaving shall remove a minimum of one inch of root mat or up to 2 inches as required to remove all root drawings, using first class workmanship and best standard practices as approved. All fittings that are N. Drip Installation: plant,the plant or plants in question shall be rejected and replaced with plants that do not contain defects that require a stake.Auxiliary stake may be used to maintain a straight leader in the upper half of the tree. segments that are not growing reasonably radial to the trunk. necessary for proper connections such as swing joints,offsets,and reducing bushings that are not shown 1. Clamp fittings with Oetiker clamps or approved equal when operating pressure exceeds specific drip tubing 1.5 PERMITS AND REGULATIONS remediation or correction. 3. Plant quality at or below the soil line: F. Exposed Stem Tissue after Modification:The required root ball modifications may result in stem tissue that has on details shall be installed as necessary and directed as part of the work. fitting requirements. A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded F. The Contractor is exempt from replacing plants,after Substantial Completion Acceptance and during the a. Plant roots shall be normal to the plant type specified. Root observations shall take place without not formed trunk bark being exposed above the soil line.If such condition occurs,wrap the exposed portion of the stem under provision of the contract or general conditions.The Contractor shall comply with all laws and ordinances bearing warranty period,that are removed by others,lost or damaged due to occupancy of project,lost or damaged by a third 4. Dielectric bushings shall be used in any connections of dissimilar metals. 2. When installing drip tubing,install soil staples as listed below: on the operation or conduct of the work as drawn and specified.If the Contractor observes that a conflict exists between party,vandalism,or any natural disaster. impacting tree health. Root quality at or below the soil line shall comply with the project Root in a protective wrapping with a white filter fabric.Secure the fabric with biodegradable masking tape.DO NOT USE 5. Gasketed plastic pipe: pipe - to - pipe joints or pipe to fittings shall be made in accordance with a. Sandy Soil - One staple every three (3')feet and two (2) staples on each change of direction (tee, permit requirements and the work outlined in the contract documents,the Contractor shall promptly notify the Owners G. Replacements shall closely match adjacent specimens of the same species.Replacements shall be subject to Acceptance details and the following: string,twine,green nursery ties or any other material that may girdle the trunk if not removed. manufacturer's specifications. elbow,or cross). Representative in writing including a description of any necessary changes and changes to the contract price resulting all requirements stated in this specification.Make all necessary repairs due to plant replacements.Such repairs shall be 1.) The roots shall be reasonably free of scrapes,broken or split wood. Specifications 6. Solvent weld or threaded plastic pipe: b. Loam Soil-One staple every four(4')feet and two(2)staples on each change of direction(tee,elbow, from changes in the work. done at no extra cost to the Owner. 2.) The root system shall be reasonably free of injury from biotic(e.g.,insects and pathogens) or cross). B. Wherever references are made to standards or codes in accordance with which work is to be performed or H. The warranty of all replacement plants shall extend for an additional one-year period from the date of their and abiotic(e.g.,herbicide toxicity and salt injury)agents.Wounds resulting from root pruning a. Installation of all pipe and fittings shall be in strict accordance with manufacturer's specifications. c. Clay Soil-One staple every five(6)feet and two(2)staples on each change of direction(tee,elbow,or tested,the edition or revision of the standards and codes current on the effective date of this contract shall apply,unless acceptance after replacement.In the event that a replacement plant is not acceptable during or at the end of the said used to produce a high quality root system are not considered injuries. b. Pipe shall be cut using approved PVC pipe cutters only.Sawed joints are disallowed.All field cuts shall cross). otherwise expressly set forth. extended warranty period,the Owners Representative may elect one more replacement items or credit for each item. 3.) A minimum of three structural roots reasonably distributed around the trunk(not clustered on be beveled to remove burrs and excess before gluing. C. In case of conflict among any referenced standards or codes or between any referenced standards and codes These tertiary replacement items are not protected under a warranty period. one side)shall be found in each plant.Root distribution shall be uniform throughout the root c. Welded joints shall be given a minimum of 15 minutes to set before moving or handling.Excess solvent 3. Cap or plug all openings as soon as lines have been installed to prevent the intrusion of materials that and the specifications,the more restrictive standard shall apply or Owner's Representative shall determine which shall I. During and by the end of the warranty period,remove all tree wrap,ties,and guying unless agreed to by the ball,and growth shall be appropriate for the species. on the exterior of the joint shall be wiped clean immediately after assembly. would obstruct the pipe. Leave in place until removal is necessary for completion of installation. govern. Owners Representative to remain in place.All trees that do not have sufficient caliper to remain upright,or those a.) Plants with structural roots on only one side of the trunk(J roots)shall be rejected. d. Plastic to metal connections shall be made with plastic adapters and if necessary, short (not close) 4. Thoroughly flush all water lines before installing valves and other hydrants. 1.6 PROTECTION OF WORK,PROPERTY AND PERSON requiring additional anchorage in windy locations,shall be staked or remain staked,if required by the Owner's 4.) The root collar shall be within the upper 2 inches of the substrate/soil.Two structural roots brass threaded-nipples. Connection shall be made with two (2) wraps of Teflon tape and hand A. The Contractor shall adequately protect the work,adjacent property,and the public,and shall be responsible Representative. shall reach the side of the root ball near the top surface of the root ball.The grower may request a tightened plus one turn with a strap wrench. 3.12 ADJUSTMENT AND COVERAGE TEST for any damages or injury due to his/her actions. E. End of Warranty Final Acceptance-Acceptance of plants at the end of the warranty period. modification to this requirement for species with roots that rapidly descend,provided that the grower e. Snake pipe horizontally in trench to allow one (1)foot of expansion and contraction per 100 feet of A. Adjustment: removes all stem girdling roots above the structural roots across the top of the root ball. straight run. 1.7 CHANGES IN THE WORK 1. At the end of the warranty period, the Owner's Representative shall observe all warranted work, upon 1. The Contractor shall flush and adjust all sprinkler heads, valves and all other equipment to ascertain that A. The Owner's Representative may order changes in the work,and the contract sum should be adjusted written request of the Contractor. The request shall be received at least ten calendar days before the 5.) The root system shall be reasonably free of stem girdling roots over the root collar or kinked L - 24 CLIENT PROJECT NO. TBD CFG. unity Development Department ARCHITECT: a npWgvpp(yhiqtib-plf MiR6!�TjN:Using hand tools or tracked mini-excavator,excavate the planting hole into 3.15 STRAIGHTENING PLANTS 7. Trash removal:Remove all trash and debris from all planting beds and maintain the beds in a neat and tidy CUPERTINO the Pl A#1fR QVFobe depth of the root ball measured after any root ball modification to correct root problems, appearance. The number of trash and debris removal visits shall be no less than 12 times per year and Cas # aA�le2621H��prking room around the root ball or to the size indicated on the drawing or as noted A. Maintain all plants in a plumb position throughout the warranty period.Straighten all trees that move out of may coincide with other maintenance visits. b plumb including those not staked.Plants to be straightened shall be excavated and the root ball moved to a WO O D plumb position,and then re-backfilled. Note to specifier:Insert the frequency of trash removal based on the project budget and need to keep App va I Body: AdrFrWF`48AAAshrubs planted in soil areas that are NOT tilled or otherwise modified to a depth of at least 12 the site trash free. inche tance of more than 10 feet radius from each tree,or 5 feet radius from each shrub,the soil B. Do not straighten plants by pulling the trunk with guys. App val Date �9�1'f1'�� 8. Plant pest control: Maintain disease, insects and other pests at manageable levels. Manageable levels as defined below or as indicated on the drawings. 3.16 INSTALLATION OF FERTILIZER AND OTHER CHEMICAL ADDITIVES ARCH I T E C T U RE Sig ture rIC e rano shall be defined as damage to plants that may be noticeable to a professional but not to the average a. r flip oosening s a e a minimum of 3 times the diameter of the root ball at the surface sloping A. Do not apply any soluble fertilizer to plantings during the first year after transplanting unless soil test person.Use least invasive methods to control plant disease and insect outbreaks. to 2 times the diameter of the root ball at the depth of the root ball. determines that fertilizer or other chemical additives is required.Apply chemical additives only upon the a. The Owner's Representative must approve in advance the use of all chemical pesticide applications. 1512 W. Mineral King Ave. b. Loosening is defined as digging into the soil and turning the soil to reduce the compaction. The soil approval of the Owner's Representative. Visalia, Ca 93291 does not have to be removed from the hole, just dug, lifted and turned. Lifting and turning may be 9. Plant replacement: Replace all plants that are defective as defined in the warranty provisions,as soon as B. Controlled release fertilizers shall be applied according to the manufacturer's instructions and standard the plant decline is obvious and in suitable weather and season for planting as outlined in above sections. 559. 786. 9600 accomplished with a tracked mini excavator,or hand shovels. horticultural practices. Plants that become defective during the maintenance period shall be covered and replaced under the 559. 78 786. 9600 6. (f)(c) Q7 2. If an auger is used to dig the initial planting hole, the soil around the auger hole shall be loosened as 3.17 PRUNING OF TREES AND SHRUBS warranty provisions. www.iwoodarchitecture.com defined above for trees and shrubs planted in soil areas that are NOT tilled or otherwise modified. 10.Mulch: Refresh mulch once a year to maintain complete coverage but do not over mulch.At no time shall A. Prune plants as directed by the Owner's Representative.Pruning trees shall be limited to addressing structural 3. The measuring point for root ball depth shall be the average height of the outer edge of the root ball after the overall mulch thickness be greater that 4 inches. Do not apply mulch within 6 inches of the trunks or defects as shown in details;follow recommendations in"Structural Pruning:A Guide For The Green Industry' any required root ball modification. published by Urban Tree Foundation,Visalia CA. stems of any plants. Replacement mulch shall meet the requirements of the original approved material. 4. If motorized equipment is used to deliver plants to the planting area over exposed planting beds,or used to Mulch shall be no more than one inch on top of the root ball surface. B. All pruning shall be performed by a person experienced in structural tree pruning. Note to specifier.Insert the maximum depth of mulch based on the project budget and need to keep loosen the soil or dig the planting holes, all soil that has been driven over shall be tilled to a depth of 6 p p p 1 g p PROJECT INFO: inches. C. Except for plants specified as multi-stemmed or as otherwise instructed by the Owner's Representative, the mulch in the beds.Often after bed foliage completely fills in,no or little additional mulch is needed. preserve or create a central leader. 11.Bed edging: Check and maintain edges between mulch and lawn areas in smooth neat lines as originally H. For trees to be planted in prepared Planting Soil that is deeper than the root ball depth,compact the soil under D. Pruning of large trees shall be done using pole pruners or if needed,from a ladder or hydraulic lift to gain shown on the drawings. access to the top of the tree.Do not climb in newly planted trees.Small trees can be structurally pruned by the root ball using a mechanical tamper to assure a firm bedding for the root ball.If there is more than 12 laying them over before planting.Pruning may also be performed at the nursery prior to shipping. 12.Leaf, fruit and other plant debris removal: Remove fall leaf, spent flowers, fruit and plant part inches of planting soil under the root ball excavate and tamp the planting soil in lifts not to exceed 12 inches. accumulations from beds and paved surfaces. Maintain all surface water drains free of debris. Debris FG O1 I. Set top outer edge of the root ball at the average elevation of the proposed finish.Set the plant plumb and E. Remove and replace excessively pruned or malformed stock resulting from improper pruning that occurred in removal shall be undertaken at each visit to weed or pick up trash in beds.upright in the center of the planting hole.The tree graft,if applicable,shall be visible above the grade.Do not the nursery or after. PHASE13.Damage from site use: Repair of damage by site visitors and events, beyond normal wear,are not part of � 2 place soil on top of the root ball. F. Pruning shall be done with clean,sharp tools. this maintenance. The Owner's Representative may request that the Contractor repair damage beds or J. The Owner's Representative may request that plants orientation be rotated when planted based on the form of G. No tree paint or sealants shall be used. plantings for an additional cost. All additional work shall be approved in advance by the Owner's 18 92 2 FORGE DRIVE the plant. Representative. 3.18 MULCHING OF PLANTS 3.27 END OF WARRANTY FINAL ACCEPTANCE/MAINTENANCE OBSERVATION C U P E RT I N O CA 9 5014 K. Backfill the space around the root ball with the same planting soil or existing soil that was excavated for the A. Apply 4 inches of mulch before settlement,covering the entire planting bed area.Install no more than 1 inch planting space.See Specification Section Planting Soil,for requirements to modify the soil within the planting A. At the end of the Warranty and Maintenance period the Owner's Representative shall observe the work and bed. of mulch over the top of the root balls of all plants.Taper to 2 inches when abutting pavement. establish that all provisions of the contract are complete and the work is satisfactory. L. Brace root ball by tamping Planting Soil around the lower portion of the root ball.Place additional Planting Soil B. For trees planted in lawn areas the mulch shall extend to a 5 foot radius around the tree or to the extent 1. If the work is satisfactory,the maintenance period will end on the date of the final observation. around base and sides of ball in six-inch(6")lifts.Lightly tamp each lift using foot pressure or hand tools to indicated on the plans. 2. If the work is deemed unsatisfactory,the maintenance period will continue at no additional expense to the settle backfill,support the tree and eliminate voids.DO NOT over compact the backfill or use mechanical or C. Lift all leaves,low hanging stems and other green portions of small plants out of the mulch if covered. Owner until the work has been completed,observed,and approved b the Owner's Representative. pneumatic tamping equipment.Over compaction shall be defined as greater than 85%of maximum dry 3.19 PLANTING BED FINISHING p pp y p density,standard proctor or greater than 250 psi as measured by a cone penetrometer when the volumetric B. FAILURE TO PASS OBSERVATION:If the work fails to pass final observation,any subsequent observations CLIENT: soil moisture is lower than field capacity. A. After planting,smooth out all grades between plants before mulching. must be rescheduled as per above.The cost to the Owner for additional observations will be charged to the 1. When the planting hole has been backfilled to three quarters of its depth,water shall be poured around the B. Separate the edges of planting beds and lawn areas with a smooth,formed edge cut into the turf with the bed Contractor at the prevailing hourly rate of the Owners Representative. root ball and allowed to soak into the soil to settle the soil. Do not flood the planting space. If the soil is mulch level slightly lower, 1 and 2 inches,than the adjacent turf sod or as directed by the Owner's END OF SECTION 32 93 00 above field capacity,allow the soil to drain to below field capacity before finishing the planting.Air pockets Representative.Bed edge lines shall be a depicted on the drawings. shall be eliminated and backfill continued until the planting soil is brought to grade level. 3.20 WATERING M. Where indicated on the drawings,build a 4 inch high,level berm of Planting Soil around the outside of the root ball to retain water.Tamp the berm to reduce leaking and erosion of the saucer. A. The Contractor shall be fully responsible to ensure that adequate water is provided to all plants from the point of installation until the date of Substantial Completion Acceptance.The Contractor shall adjust the automatic N. Thoroughly water the Planting Soil and root ball immediately after planting. irrigation system,if available,and apply additional or adjust for less water using hoses as required. 0. Remove all nursery plant identification tags and ribbons as per Owner's Representative instructions.The B. Hand water root balls of all plants to assure that the root balls have moisture above wilt point and below field Owner's Representative's seals are to remain on plants until the end of the warranty period. capacity.Test the moisture content in each root ball and the soil outside the root ball to determine the water P. Remove corrugated cardboard trunk protection after planting. content. Follow additional requirements for the permitted root ball packages. C. The Contractor shall install 25 gallon watering bag for each tree to be maintained and used for tree watering during the warranty period.re 3.10 Permitted Root ball packages and Special planting requirements 1. The watering bags shall remain the property of the Owner at the completion of the work. A. The following are permitted root ball packages and special planting requirements that shall be followed during 3.21 CLEAN-UP the planting process in addition to the above General planting requirements. B. BALLED AND BURLAPPED PLANTS A. During installation,keep the site free of trash,pavements reasonably clean and work area in an orderly condition at the end of each day.Remove trash and debris in containers from the site no less than once a Note to specifier.Remove this paragraph if BALLED AND BURLAPPED PLANTS are not permitted. week. Removing some or all of the wire of a wire basket after the plant is positioned in the planting hole is controversial.Despite the scientific evidence showing that roots grow to engulf the wire,and lack of 1. Immediately clean up any spilled or tracked soil,fuel,oil,trash or debris deposited by the Contractor from documented cases of wire impacting tree health,some professionals insist that some or all wire be removed. all surfaces within the project or on public right of ways and neighboring property. Delete,accept,or modify sections B.1 and 2 below as you feel necessary. B. Once installation is complete,wash all soil from pavements and other structures.Ensure that mulch is 1. After the root ball has been backfilled, remove all twine and burlap from the top of the root ball. Cut the confined to planting beds and that all tags and flagging tape are removed from the site.The Owner's burlap away;do not fold down onto the Planting Soil. Representative's seals are to remain on the trees and removed at the end of the warranty period. 2. If the plant is shipped with a wire basket that does not meet the requirements of a "Low Rise" basket, C. Make all repairs to grades,ruts,and damage by the plant installer to the work or other work at the site. remove the top 6-8 inches of the basket wires just before the final backfilling of the tree. D. Remove and dispose of all excess planting soil,subsoil,mulch,plants,packaging,and other material brought 3. Earth root balls shall be kept intact except for any modifications required by the Owner's Representative to to the site by the Contractor. �PNDSCApF make root package comply with the requirement in Part 2 Products. 3.22 PROTECTION DURING CONSTRUCTION ��p GPRR❑t o / C. SPADE HARVESTED AND TRANSPLANTED PLANTS A. The Contractor shall protect planting and related work and other site work from damage due to planting 'k Note to specifier.Remove this paragraph if Tree Spade Harvested and Transplanted Plants are not to be operations,operations by other Contractors or trespassers.Maintain protection during installation until J�O D permitted. Substantial Completion Acceptance.Treat,repair or replace damaged work immediately. w 1. After installing the tree,loosen the soil along the seam between the root ball and the surrounding soil out to B. Damage done by the Contractor,or any of their sub-contractors to existing or installed plants,or any other Signature a radius from the root ball edge equal to the diameter of the root ball to a depth of 8- 10 inches by hand parts of the work or existing features to remain,including roots,trunk or branches of large existing trees,soil, 4-30-22 digging to disturb the soil interface. paving,utilities,lighting,irrigation,other finished work and surfaces including those on adjacent property,shall Renewal Date be cleaned,repaired or replaced by the Contractor at no expense to the Owner.The Owner's Representative TF a O� 2. Fill any gaps below this level with loose soil. shall determine when such cleaning,replacement or repair is satisfactory. OF- CAL� D. CONTAINER(INCLUDES BOXED AND ABOVE-GROUND FABRIC CONTAINERS)PLANTS 3.23 PLANT MAINTENANCE PRIOR TO SUBSTANTIAL COMPLETION ACCEPTANCE Note to specifier.Remove this paragraph if CONTAINER PLANTS are not permitted.All of the items below A. During the project work period and prior to Substantial Completion Acceptance,the Contractor shall maintain can be included if the following details are included in the contract:1)root ball shaving,2)root observations, all plants. 3)root correction.Remove sections below that will not be required. B. Maintenance during the period prior to Substantial Completion Acceptance shall consist of pruning,watering, 1. This specification assumes that most container plants have significant stem girdling and circling roots,and cultivating,weeding,mulching,removal of dead material,repairing and replacing of tree stakes,tightening and that the root collar is too low in the root ball. repairing of guys,repairing and replacing of damaged tree wrap material,resetting plants to proper grades NO. DESCRIPTION: DATE: 2. Remove the container. and upright position,and furnishing and applying such sprays as are necessary to keep plantings reasonably free of damaging insects and disease,and in healthy condition.The threshold for applying insecticides and 3. Perform root ball shaving as defined in Installation of Plants:General above. herbicide shall follow established Integrated Pest Management(IPM)procedures.Mulch areas shall be kept - BACKGROUNDS 09/11/2019 4. Remove all roots and substrate above the root collar and the main structural roots according to root reasonably free of weeds,grass. correction details so root system conforms to root observations detail. 3.24 SUBSTANTIAL COMPLETION ACCEPTANCE 5. Remove all substrate at the bottom of the root ball that does not contain roots. A. Upon written notice from the Contractor,the Owners Representative shall review the work and make a - DD PROGRESS 09/27/2019 6. Using a hose, power washer or air excavation device,wash out the substrate from around the trunk and determination if the work is substantially complete. top of the remaining root ball and find and remove all stem girdling roots within the root ball above the top 1. Notification shall be at least 7 days prior to the date the contractor is requesting the review. D D ISSUED FOR REVIEW 10/18/2019 of the structural roots. B. The date of substantial completion of the planting shall be the date when the Owner's Representative accepts E. BARE ROOT PLANTS that all work in Planting,Planting Soil,and Irrigation installation sections is complete. Note to specifier.Remove this paragraph if BARE ROOT PLANTS are not permitted. C. The Plant Warranty period begins at date of written notification of substantial completion from the Owner's - INITIAL CITY SUBMITTAL 12/16/2019 1. Dig the planting hole to the diameter of the spread of the roots to a depth in the center that maintains the Representative.The date of substantial completion may be different than the date of substantial completion root collar at the elevation of the surrounding finished grade and slightly deeper along the edges of the for the other sections of the project. hole. 1 COMMENT RESPONSES 06/22/2020 2. Spread all roots out radial to the trunk in the prepared hole making the hole wider where needed to Note to specifier.The following two sections are options for maintenance during the warranty period: accommodate long roots.Root tips shall be directed away from the trunk.Prune any broken roots removing Maintenance During the Warranty Period by Others"and"Maintenance During the Warranty Period by the Plant the least amount of tissue possible. Installer". Confirm the approach that is appropriate to the project and delete the other option. These options may 2 DESIGN CHANGES 06/22/2020 3. Maintain the trunk plumb while backfilling soil around the roots. also need to be modified to meet the project requirements. 4. Lightly tamp the soil around the roots to eliminate voids and reduce settlement. Confirm that the lengths and timing of beginning and end of maintenance periods are suitable to the project 3 DESIGN CHANGES 07/24/2020 owner's requirements.If the owner does not want to purchase plant maintenance during warranty period,use F. IN-GROUND FABRIC CONTAINERS option one below.If plant maintenance is to be included the extent of the maintenance must be defined. Note to specifier.Remove this paragraph if FABRIC CONTAINERS are not permitted. The maintenance specification assumes that maintenance of lawn grass areas,if required,would be covered 4 DESIGN CHANGES 11/06/2020 1. Remove the fabric container from the root ball.Cut roots at the edge of the container as needed to extract under a separate specification for lawn installation. the fabric from the roots.Make clean cuts with sharp tools;do not tear roots away from the fabric. 3.25 MAINTENANCE DURING THE WARRANTY PERIOD by others 2. Observe the root system after the container is removed to confirm that the root system meets the quality A. After Substantial Completion Acceptance,the Contractor shall make sufficient site visits to observe the 5 RES U B M I TTAL 12/11/2020 standards. Owner's maintenance and become aware of problems with the maintenance in time to request changes,until 3.11 GROUND COVER,PERENNIAL AND ANNUAL PLANTS the date of End of Warranty Final Acceptance. 1 Notify the Owner's Representative in writing if maintenance,including watering,is not sufficient to maintain least 12 hours prior to planting to avoid planting in muddy soils. 6 PLANNING APPLICATION 01/29/2021 A. Assure that soil moisture .within the required levels prior to planting.Irrigation,if required,shall be applied at plants in a healthy condition. Such notification must be made in a timely period so that the Owner's Representative may take corrective action. B. Assure that soil grades in the beds are smooth and as shown on the plans. a. Notification must define the maintenance needs and describe any corrective action required. 7 DESIGN CHANGES 3/8/2020 C. Plants shall be planted in even,triangularly spaced rows,at the intervals called out for on the drawings,unless 2. In the event that the Contractor fails to visit the site and or notify,in writing,the Owner's Representative of otherwise noted.The first row of Annual flower plants shall be 6 inches from the bed edge unless otherwise maintenance needs, lack of maintenance shall not be used as grounds for voiding or modifying the directed. provisions of the warranty. D. Dig planting holes sufficiently large enough to insert the root system without deforming the roots.Set the top 3.26 MAINTENANCE DURING THE WARRANTY PERIOD by the plant installer of the root system at the grade of the soil. E. Schedule the planting to occur prior to application of the mulch.If the bed is already mulched,pull the mulch A. During the warranty period,provide all maintenance for all plantings to keep the plants in a healthy state andthe planting areas clean and neat. from around the hole and plant into the soil.Do not plant the root system in the mulch.Pull mulch back so it is not on the root ball surface. B. General requirements: F. Press soil to bring the root system in contact with the soil. 1. All work shall be undertaken by trained planting crews under the supervision of a foreman with a minimum G. Spread any excess soil around in the spaces between plants. of 5 years experience supervising commercial plant maintenance crews. 2. All chemical and fertilizer applications shall be made by licensed applicators for the type of chemicals to be H. Apply mulch to the bed being sure not to cover the tops of the plants with or the tops of the root ball with used.All work and chemical use shall comply with all applicable local,provincial and federal requirements. mulch. 3. Assure that hoses and watering equipment and other maintenance equipment does not block paths or be I. Water each planting area as soon as the planting is completed.Apply additional water to keep the soil placed in a manner that may create tripping hazards. Use standard safety warning barriers and other moisture at the required levels.Do not over water. procedures to maintain the site in a safe manner for visitors at all times. 3.12 PALM PLANTING 4. All workers shall wear required safety equipment and apparel appropriate for the tasks being undertaken. A. Palm trees shall be placed at grade making sure not to plant the tree any deeper in the ground than the palm 5. The Contractor shall not store maintenance equipment at the site at times when they are not in use unless trees originally stood. authorized in writing by the Owner's Representative. B. The trees shall be placed with their vertical axis in a plumb position. 6. Maintenance vehicles shall not park on the site including walks and lawn areas at any time without the C. All backfill shall be native soil except in cases where planting in rock.Water-settle the back fill. Owner's Representative's written permission. D. Do not cover root ball with mulch or topsoil. 7. Maintain a detailed log of all maintenance activities including types of tasks, date of task, types and quantities of materials and products used, watering times and amounts, and number of each crew. E. Provide a watering berm at each palm.Berms shall extend a minimum of 18 inches out from the trunk all Periodically review the logs with the Owner's Representative,and submit a copy of the logs at the end of around and shall be a minimum of(6)inches high. each year of the maintenance agreement. F. Remove twine which ties fronds together after placing palm in planting hole and securing it in the upright 8. Meet with the Owner's Representative a minimum of three times a year to review the progress and discuss PROJECT NO: 19036 WA position. any changes that are needed in the maintenance program.At the end of the warranty period attend a hand 3.13 STAKING AND GUYING over meeting to formally transfer the responsibilities of maintenance to the Owner's Representative. SCALE: 1�I=10� Provide all information on past maintenance activities and provide a list of critical tasks that will be needed Note to specifier:There are many staking systems available in the market.Special project requirements and DRAWN BY: GM regional requirements.designer preferences may indicate different approach.Modify the following paragraphs to reflect over the next 12 months.Provide all maintenance logs and soil test data.Make the Contractor's supervisor project req available for a minimum of one year after the end of the warranty period to answer questions about past REVIEWED BY: T maintenance. If palms are include then add palm bracing detail. C. Provide the following maintenance tasks: APPROVED BY: A. Do not stake or guy trees unless specifically required by the Contract Documents,or in the event that the 1. Watering; Provide all water required to keep soil within and around the root balls at optimum moisture Contractor feels that staking is the only alternative way to keep particular trees plumb. content for plant growth. 1. The Owner's Representative shall have the authority to require that trees are staked or to reject staking as a. Maintain all watering systems and equipment and keep them operational. an alternative way to stabilize the tree. b. Monitor soil moisture to provide sufficient water. Check soil moisture and root ball moisture with a soil 2. Trees that required heavily modified root balls to meet the root quality standards may become unstable. moisture meter on a regular basis and record moisture readings.Do not over water. The Owner's Representative may choose to reject these trees rather than utilize staking to temporarily 2. Soil nutrient levels:Take a minimum of 4 soil samples from around the site in the spring and fall and have support the tree. them tested by an accredited agricultural soil testing lab for chemical composition of plant required B. Trees that are guyed shall have their guys and stakes removed after one full growing season or at other times nutrients,pH,salt and%organic matter.Test results shall include laboratory recommendations for nutrient as required by the Owner's Representative. applications.Apply fertilizers at rates recommended by the soil test. C. Tree guying shall utilize the tree staking and guying materials specified.Guying to be tied in such a manner as a. Make any other soil test and/or plant tissue test that may be indicated by plant conditions that may not Specifications to create a minimum 12-inch loop to prevent girdling.Refer to manufacturer's recommendations and the be related to soil nutrient levels such as soil contaminated by other chemicals or lack of chemical planting detail for installation. uptake by the plant. 1. Plants shall stand plumb after staking or guying. 3. Plant pruning: Remove cross over branching, shorten or remove developing co dominant leaders, dead wood and winter-damaged branches. Unless directed by the Owner's Representative,do not shear plants 2. Stakes shall be driven to sufficient depth to hold the tree rigid. or make heading cuts. D. For trees planted in planting mix over waterproofed membrane,use dead men buried 24 inches to the top of 4. Restore plants:Reset any plants that have settled or are leaning as soon as the condition is noticed. the dead man,in the soil.Tie the guy to the dead man with a double wrap of line around the dead man followed by a double half hitch.When guys are removed,leave the dead men in place and cut the guy tape 12 5. Guying and staking: Maintain plant guys in a taught position. Remove tree guys and staking after the first inches above the ground,leaving the tape end covered in mulch. full growing season unless directed by Owner's Representative. 3.14 TREE BARK PROTECTION 6. Weed control: Keep all beds free of weeds. Hand-remove all weeds and any plants that do not appear on the planting plan.Chemical weed control is permitted only with the approval of the Owner's Representative. Note to specifier.This is a specialty application generally only used in location such as streetscapes where tree Schedule weeding as needed but not less 12 times per year. trunks may be subject to mechanical abuse.Remove this paragraph it this is not applicable. Note to specifier:Insert the frequency of weed control above based on the project budget and need to A. For all street trees in commercial areas where indicted on the drawings,apply a Tree Bark Protector to each keep the plantings weed free. tree. L � 25 CLIENT PROJECT NO. TBD 1111111111117- Community Development Department ARCHITECT: Planning Division—Cupertino CUPERTINO APPROVED LJ Cas # ASA-2021-002, App :)val Body: Admin Hearing Ir. W O O D App val Date 11/01/21 Sig ture Erick Serrano ARCHITECTURE Case Manager • 1512 W. Mineral King Ave. Visalia, Ca 93291 559. 786. 9600 (c) 559. 636. 3277(f) REFERENCE NOTES SCHEDULE _ www.iwoodarchitecture.com PLANTING ACCESSORIES SYMBOL DESCRIPTION QTY DETAIL 32-94 Prop:ET nting area. 5,570 sf 1 7 PROJECT INFO: °z Z m CON G) " I P-101 Ackerstone Aqua Lina Permeable Paver. Color: Graphite. Finish: FM 1,286 sf Grind F G 01 Running bond pattern. For pedestrian, light vehicular, and heavy I�• vehicular applications. 1 PHASE 2 I I SITE FURNISHINGS 18922 FORGE DRIVE SYMBOL DESCRIPTION QTY DETAIL S-101 Kornegay Larkspur Planter LS-30. Size: 30"tall x 48" dia. Color: Davis 2 C U P E RT I N O, CA 95014 Colors: Outback. Drainage: No Drainage Hole. Exterior Finish: Sandblast. Interior Finish: Bituminuos Sealer. Note: Contractor to install SITE KEY N TS 3" perferated observation pipe &6" layer of 3/8" peagravel in bottom of planter. Cap observation pipe with black NDS drain cap. CLIENT: I' Notes: 1- Cross sections shall be per soils report recommendations. See civil plans. • 2-All concrete specialty finishes shall be as indicated on the landscape construction plans. I. 3-Contractor shall provide one sample pour(min. Tx T)for each color/finish on site prior to installation and notify the Owner's Representative 72 hours for review and observation.The Owner's Representative reserves the right to change the selected color after the sample is poured. Contractor shall include in their bid the cost of the additional sample for the Owner's Representative's approval. 4-All quantities and amount shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the • Co plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amount prior to bidding the project. Maintenance Access Gate I' Man Gate(egress) I• gyp, DSCApF 7 ��O GPRR❑L Ik �15- 0 -A sm 01 NOTE: SEE ARCHITECTS PLAN FOR ALL J o � FURNITURE INFORMATION & LAYOUT F- w I• 32-94 4 Da Limit of Work Signature • 22 Hanging Market Lights. Contractor to coordinate 'ARenewalewal Date � connection to building with Architect. 9� • Dat o� Patio access from building OF C P, �F P-101 Man Gate(egress) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO. DESCRIPTION: DATE: I• 3 -94 - BACKGROUNDS 09/11/2019 DD PROGRESS 09/27/2019 • PARKOING PARKOING DD ISSUED FOR REVIEW 10/18/2019 • Existing tree to be relocated Courtyard Perimeter Wall and Fence - INITIAL CITY SUBMITTAL 12/16/2019 I' Seatwall/Planter Wall 1 COMMENT RESPONSES 06/22/2020 83 LF of total seating 2 DESIGN CHANGES 06/22/2020 .—_—. .� 3 DESIGN CHANGES 07/24/2020 ��-- 4 DESIGN CHANGES 11/06/2020 + + + L It of ork + + 5 RESUBMITTAL 12/11/2020 + + 6 PLANNING APPLICATION 01/29/2021 \ + 7 DESIGN CHANGES 3/8/2020 8 RESUBMITTAL 3/8/2020 + + + PROJECT NO: 19036_WA + SCALE: 1"=10' + + + + + + + DRAWN BY: GM REVIEWED BY: TC + APPROVED BY: + + + Construction Plan 0 10 20 30 40 feet 1" =10' NORTH Know what's below. � Call before you dig. L3 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-Cupertino CUPER -NO APPROVED Cas # ASA-2021-002, 51 1_911 W O O D App val Body: Admin Hearing App val Date 11/01/21 Sig ture Erick Serrano ARCHITE TORE Case Manager EQ. EQ. EQ. EQ. EQ. EQ. EQ. Visa W. Mineral King Ave. Visalia, Ca 93291 559. 786. 9600 (c) 559. 636. 3277(f) www.iwoodarchitecture.com +/- 71_511 3/8" Steel plate eyelet for hanging Market Lighting. to b lights. Weld in place PROJECT INFO: approved by owner 4" x 4" tubular steel fence post. FG01 Ipe planks. 1" x 6" Ipe Plank , PHASE 2 1" x 4" Ipe Plank 18922 FORGE DRIVE 1" x 3" Ipe Plank CUPERTINO, CA 95014 1" x 6" Ipe Plank. co 1" Chamfer CLIENT: 00 � card Form concrete wall. 1 61_011 4,_0„ Planter finish grad o T 8„ Seatwal =— - I=1II=1II=1II. .. 00 _ _ = Finish Surface - I11=III=111=1 311 8" 2'-4' 1'-6" ADA seating nook at seatwall. SECTION ELEVATION : Patio Planter Wall South \p,t1DSCApF 11 — 1 11 O GPRR❑L� �icy SCALE : 1 /2 — 1 -0 �`�� °s a, J O —1 F— W Signature 4-30-22 Q '. Renewal Date 9Tc� Dat F O�� F CAL\ NO. DESCRIPTION: DATE: - BACKGROUNDS 09/11/2019 - DID PROGRESS 09/27/2019 - DID ISSUED FOR REVIEW 10/18/2019 4" x 4" tubular steel gate post. Note: Man Gate for egress only. 4V-011 5'-9" - INITIAL CITY SUBMITTAL 12/16/2019 Ipe planks. 1" x 6" Ipe Plank 1 COMMENT RESPONSES 06/22/2020 3/8" Steel Plate bracket for Ipe wood 1" x 4" Ipe Plank attachment. All screw heads to be recessed 2 DESIGN CHANGES 06/22/2020 and attachments from exterior side. 1" x 3" Ipe Plank 3/4 Steel rod door handle.---,-.- 3 DESIGN CHANGES 07/24/2020 " 1" Chamfer. 1" x 6" Ipe Plank. Repeat to Finish Grade. 4 DESIGN CHANGES 11/06/2020 Board Form concrete wall. Roller bearing hinge, typ. 5 RESUBMITTAL 12/11/2020 A Door Hardware. 6 PLANNING APPLICATION 01/29/2021 1" x 3" Tubular steel gate frame. —. �� Note: Door to be mounted with Interior limit of wall and seatwall. Duprin AX-98 Series Panic Bar. 7 DESIGN CHANGES 3/8/2020 Exterior wall of building. 7 8 RESUBMITTAL 3/8/2020 I =III=III=III=III=III � Finish Surface. 1=III=III=III=III= =1 I I=1 I I=1 I I=1 I I=1 I — — — — =1 I I=1 I I=1 I I=1 I I=1 I exterior view 10" Solid Kickplate at exit door. interior view 10" Solid Kickplate at exit door. 7 Anchor all posts per structural engineers recommendations. 4" x 4" tubular steel gate post. WEST FENCEGATE ELEVATION SCALE : 1 /2" = 1 '-011 PROJECT NO: 19036 WA SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TIC APPROVED BY: NOTE TO CONTRACTOR: Construction Details Contractor to supply shop drawing for construction of gates and fencing elements. Shop drawing shall be approved by Landscape Architect or Owners Representative prior to commencement of work. CLIENT PROJECT NO. TBD 1111111111117- Community Development Department ARCHITECT: Planning Division—Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, App 3val Body: Admin Hearing WOOD App :)val Date 11/01/21 ARCH ITETORE Sign ture Erick Serrano Case Manager 1512 W. Mineral King Ave. 4'-511 7'-611 4'-2" Visalia, Ca 93291 559. 786. 9600 (c) 559. 636. 3277(f) 3/8" Steel plate eyelet for hanging www.iwoodarchitecture.com lights. Weld in place 211 41_O11 71_/�11 4" x 4" tubular steel fence post. �} Note: Man Gate for egress only. 1" x 6" Ipe Plank PROJECT INFO: 3/8" Steel Plate bracket for Ipe Ipe planks 1" x 4" Ipe Plank wood attachment FG01 1" x 3" Ipe Plank " x 6" tubular steel gate post. PHASE 2 co 1" Chamfer10 1" x 6" Ipe Plank. ' 18922 FORGE DRIVE 1 x 3 Tubular steel gate frame. Repeat to Finish Grade. � CUPERTINO, CA 95014 3/4" Steel rod door handle. _ I � I 0 I Interior limit of wall and seatwal I I I I CLIENT: Board Form concrete wall I oiler bearing hinge, typ. I o 1 xterior wall of building. - - - - - - - - - - - - - - - - - I Exit Door Hardware. I Finish Surfac I I I Note: Door to be mounted I with Von Duprin AX-98 Series Panic Bar. exterior view 10" Solid Kickplate at exit door. 7 interior view ane Bolt. 7 10"' S lid Kickplate at exit door. —Note: Secondary Gate for maintenance access only. Not an ingress /egress point for building access. cane post bracket weld to gate frame NORTH FENCE & GATE ELEVATION SCALE : 1 /219 = 1 '-011 �p,�1DSCApF =��O GPRR❑L L ti icy 1-10 11 J�>O \ —1 47 W Signature EQ. EQ. EQ. EQ. EQ. EQ. 9 Renewal Date � \ / Tc� Dat F o �F CAL\ Post Plan View �\ +/- 8'-0" 3/8" Flange for Ipe board attachment. NO. DESCRIPTION: DATE: � Market Lighting. to b Offset to exterior to provide centered approved by owner n n 3/8" Steel plate eyelet for hanging alignment of boards to posts. BACKGROUNDS 09/11/2019 0 lights. Weld in place - DID PROGRESS 09/27/2019 4" x 4" tubular steel fence post. 1" x 6" Ipe Plank DID ISSUED FOR REVIEW 10/18/2019 - - - - 1 — - - - � — - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — 1 x 4" Ipe Plank 3/8 Steel Plate bracket for Ipe wood - - INITIAL CITY SUBMITTAL 12/16/2019 attachment. All screw heads to be recessed 1 x 3 Lpe'Plank and attachments from exterior side. %�<\ " 1 COMMENT RESPONSES 06/22/2020 1" Chamfer 1 x 6 I'pe-Plank. _ 2 DESIGN CHANGES 06/22/2020 o Board Form concrete wall - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ap 3 DESIGN CHANGES 07/24/2020 8 Planter finish grade Jyz 1_ 11 4 DESIGN CHANGES 11/06/2020 4 0 6 0 1 6 Seatwal 0 5 RESUBMITTAL 12/11/2020 6 PLANNING APPLICATION 01/29/2021 1 Finish Surface 00 .. -. .. �: . :: : . .:. . . , ... 00IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII — — — — — 7 DESIGN CHANGES 3/8/2020 \ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8 RESUBMITTAL 3/8/2020 311 7 ADA seating nook at seatwall. SECTION ELEVATION : Patio PlanterWall East SCALE : 1 /2" = 1 '-011 PROJECT NO: 19036 WA SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TC APPROVED BY: Construction Details L � 5 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division—Cupertino UCUPER NO APPROVED Cas # ASA-2021-002, App :)val Body: Admin Hearing W O O D App Dval Date 11/01/21 3" THICK MULCH BED THROUGHT THE FINISHED GRAD 5" BELOW ARCH I T E C T U RE Sign ture Erick Serrano TOP OF THE PLANTER. TOP OF WALL. Case Manager 1512 W. Mineral King Ave. Visalia, Ca 93291 Secondary gate for I—III—III—III—III—IMPLANTER BACKFILL AS NOTED. 559. 6. 9600 (c) III-I�I-III-I�I-III-� 559. 636. 3277(f) M I M I M I — www.iwoodarchitecture.com maintenance access. I PLANTER WALL III-I�II SEE PLANS. II—III—III_ WATER PROOFING: TWO LAYERS J I I El II- OF HENRY'S STD. ASPHALT II I II I I= LAYER I OF FION OGERGLA SITBETWEEN. m I- 3" DIA. PRE—WRAPED DRAINAGE w PROJECT INFO: TUBING WITH 3" MINIMUM z COVER OF GRAVEL ALL AROUND. g INVERT ELEVATION OF TUBING. a a: as FILTER FABRIC OVER II—III—III—I GRAVEL BED. LAP FABRIC FG01 -III-I I-I I—III- 8 8" UP WALLS OF PLANTER. Egress only gate IiIIiIIiIIiI! o - - o PHASE 2 Ii—IiI—I a I I -I�I- d � 3" THICK GRAVEL BED 18922 FORGE DRIVE AT BASE OF PLANTER. CjUPERTINO, CA 95014 Note: Door to be mounted with DO NOT DISTURB ANY SOIL NOTE: REMOVE ALL SOIL AND BELOW A 45 ANGLE FROM THEE DEBRIS FROM THE TOP 42" OF Von Du pri n AX-98 Series Panic Bar. TOP OF THE FOOTING. THE PLANTER AND BACKFILL AS INDICATED. II CLIENT:RAISED PLANTER BACKFILL' 30 SOIL DEPTH ' 3 i 1" = V-0" P-CO-19036 WA-24 i i i i i i i NOTE: SEE ARCHITECTS PLANS FOR ALL INFORMATION ON OUTDOOR FURNITURE AND FURNITURE LAYOUT. gyp, [)SCApF ��' =��O GPRR❑L� ti icy <v �' ° � co Signature J'A Renewal Date 7 9 Dat \F ON OF- CAS Egress only gate // \ � \\ ; \\ / NO. DESCRIPTION: DATE: See above r ote for gate / \ / \\ / \\ // - BACKGROUNDS 09/11/2019 hardware. // \\ j \ \ // - DD PROGRESS 09/27/2019 ADA cutout in s\eatwa I I / \\ / - DD ISSUED FOR REVIEW 10/18/2019 �T-0" total seatwall length \\ / \\ // I INITIAL CITY SUBMITTAL 12/16/2019 1 COMMENT RESPONSES 06/22/2020 \ / 2 DESIGN CHANGES 06/22/2020 3 DESIGN CHANGES 07/24/2020 011 4 DESIGN CHANGES 11/06/2020 5 RESUBMITTAL 12/11/2020 6 PLANNING APPLICATION 01/29/2021 7 DESIGN CHANGES 3/8/2020 8 RESUBMITTAL 3/8/2020 I I P PATIO SEATWALL LAYOUT SCALE: 1/4" = 1'-0" PROJECT NO: 19036 WA SCALE: 1"=10' DRAWN BY: GM REVIEWED BY: TC APPROVED BY: Construction Details L � 6 CLIENT PROJECT NO. TBD 1111111111117- Community Development Department ARCHITECT: Planning Division-Cupertino CUPERTINO APPROVED Cas # ASA-2021-002, App val Body: Admin Hearing f' W O O D App val Date 11/01/21 ARCHITECTURE Sig ture Erick Serrano Case Manager I • 1512 W. Mineral King Ave. Visalia, Ca 93291 559. 786. 9600 (c) - ----_ — 559. 636. 3277 (f) I + - —I + + + + + + + Planting Soils Legend www.iwoodarchitecture.com + + + + + + + + + + + + + + + + + SYMBOL DESCRIPTION QTY DETAIL — PROJECT INFO: + PS-101 Certified Compost: 2" thick layer of compost shall be applied in all 74.62 cy + All Planting Areas planting areas. Compost shall be certifed by the U.S. Composting Councils STA Program. See specifications for further information. I -- - FG01 PS-102 Modified Existing Soil - Compacted sub soil: Fracturing 5,657 sf n I I i i� I I I LI I I I11 l l i n For planting areas less than eight feet. See detail and specifications for , PHASE 2 -- further information. + 18922 FORGE DRIVE _ Notes: + 1 - All quantities and amounts shown on the plans are best estimates C U P E RT I N O, CA 95014 for the benefit of the contractor. In field conditions may vary compared- + + W + _ to what is shown on the plans. Therefore, it is the contractor 's SITE KEY NTS 1 n- _ + responsibility to verify all lengths, square footages, and amounts prior GENERAL PLANTING SOIL NOTES to bidding the project. L� U I + 1. Existing utilities- information on the drawings relating to existing utility lines and services CLIENT: 0 2- Contractor shall verify site compaction using the Standard Proctor I � I from the best sources available. All such information is furnished only for information and is U U + Method prior to the beginning of work. If compaction rates are between not guaranteed. The Contractor shall excavate test pits as required to determine the exact 75% - 85% only minimal modification shall occur. See soil modification location of existing utilities. z= W - compacted surface so detail. Call utility locating service for precise utility locations before beginning of any work. DIG ALERT, 811 = I + 2. Utility Requirements-The Contractor shall notify the following agencies at least 48 hours in I00 advance of excavating around any of their structures. The utility companies listed below shall be contacted. - Gas Company Finished grade of all planting areas -Telephone company - Electrical Power Company shall be 1 -2" below the adjacent pavement - Cable Television Company after settling. -Water Supply Company 7 The California Public Utilities Commission mandates that in, in the interest of public safety, Q ❑ main line gas valves be maintained in a manner to be readily accessible and in good . . . . . . . . . . . . . . operating condition. The Contractor shall notify the gas company's headquarters planning office 48 hours prior to the start of construction. z . . . . . . . . . . . . . . . . . . 3. Contractor shall be responsible for making himself familiar with all underground utilities, o z pipes, and structures. Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. 4. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall W immediately inform the Owner's Representative of any discrepancies between the information o LPN R L pF q� U I . . . . . . . . . . . . . . . . . . . . on the drawings and the actual conditions refraining from doing any work in said areas until �,`� GPR L ti �y z I o A given approval to do so by the Owner's Representative. �� ' o -{ F109 if O . . . . . . . . . . . . . . . . . . 5. The Contractor shall obtain and pay for all permits related to this section of the work unless J ~ w Fracture soil using a previously excluded under provision of the contract or general conditions. The Contractor Signature Before starting soil fracturing backhoe. Dig into the shall comply with all laws and ordinances bearing on the operation of conduct of the work as � Renewal Date 4-30-22 I 1 2"of ost over soil and the compost. y � a pP Y - com p drawn and specified. If the contractor observes that a conflict exist between permit T � D Lift the soil and drop existing grade. p requirements and the work outlined in the contract documents, the Contractor shall promptly F QF Dat \F o I � z in place to fracture C A� p lyQ E Existing grade compaction. Repeat notify the Owner's Representative in writing including a description of any necessary changesz after rough grading. 2± over entire planting and changes to the contract price resulting from changes in the work. . . . . . . . . . . . . . . . . area. c� Pavement. Do 6. Wherever references are made to standards or coded in accordance with which works is to z � Psa O2 Limit of Work not fracture be performed or tested, the edition or revision of the standards and codes current on the (DJ . . . . . soil adjacent effective date of this contract shall apply, unless expressly set forth. a ITI = z i` , i` i` , i` , to pavement. NO. DESCRIPTION: DATE: I U o o ° ova ' " ►'o o 0 0 0 ° 0 0 0 0 7. In case of conflict amongan referenced standards or codes or between an referenced > . . o 0 0 �c o�U°�73 °�' o �o o �'o ��O0 o Y Y $fo w o $�o ,,�$,,`Goo $60 $l0 00o standards and codes and the specifications, the more restrictive standard shall apply or + w N °° a o �o `o° � o � o� 0,6 o C Owner's Representative shall determine which shall govern. - BACKGROUNDS 09/11/2019 . . . . . . co 0 4 00 ' , 0 $ 0 $ 0 $ o 0 ° 0 ° o o 0 0 �$ o° 8. Comply with the requirements for the California code of Regulation title 23 waters, division + + + \\ o 0 0 0 00 00 0 00 °0 00 0 0 00 0 - D D PROGRESS 09/27/2019 o 0 0 ° o 0 0 0 0 ° o ° o 0 2 department of water resources chapter 2.7 model water efficient landscape ordinance, + + o \ 492.5 soil management report. + + + . . . a. Where the requirements of specification section Planting Soil are more stringent than DD ISSUED FOR REVIEW 10/18/2019 + + Apply 1 -2"of compost and STEP ONE Finish grade the California code, the more stringent requirements shall prevail. + + + + + required chemical adjustment adjacent to paving + + + + prior to final tilling. shall be 1 -2" 9. The Contractor shall adequately protect the work, adjacent property, and the public, and - INITIAL CITY SUBMITTAL 12/16/2019 + + + + Proposed finished below pavement shall be responsible for any damages or injury due to the Contractor's actions. + + + grade after surface. coordination with subcontractors as requiring 1 COMMENT RESPONSES 06/22/2020 The Contractor shall be + + + . . . . . . . . . . . . . . . . s .;k :: xr,r r:..r�.� -�.n:• ti: .K ;;�W �..:;,;.. r^.fir m. �.�: •• .. to accomplish the soil preparatonope atio s. ettling. responsible + + + N ou 0° Gov o —)b 11. To soil, existing site soil and Planting Soil Mix testing; Submit soil test analysis report for 2 DESIGN CHANGES 06/22/2020 o° �`o o°Oa o°o `�°o o ( ,0 0 oo§°q��` o o°0 0 0°o p 9 9 9; Y p + + + ooP o oo,o° oo °o zk°i o tl/oo° ° C>° each sample of Topsoil, existing site soil and Planting Soil from an approved soil testing + + + + 00° 0 (,° ° g o Z o g o 0° g o°o 0 laboratory. o° Oo ,d'o00 $�oo °o� iL= III 3 DESIGN CHANGES 07/24/2020 + + + + + oo°0000 Oo_ 00 TF 12. Submit all testing required by California code of Regulation title 23 waters, division 2 department of water resources chapter 2.7 model efficient landscape ordinance, 492.5 soil + + + + + management report. 4 DESIGN CHANGES 11/06/2020 + + + + Notes: i + + + 1-For planting areas narrower than 8' reduce the distance between STEP TWO 13. Soil testing shall be at the expense of the Contractor. Copies of the soil test analysis along paving and soil fracturing from 2'to 1'. with receipts and delivery slips of recommended amendments shall be provided to the 5 RESUBMITTAL 12/11/2020 Owner's Representative. + + . . . . . . . . . . . . 2-See planting soil specification for additional requirements. URBAN TREE FOUNDATION©2014 OPEN SOURCE FREE TO USE 6 PLANNING APPLICATION 01/29/2021 + + SOIL MODIFICATION - FRACTURING 14. Contractor shall be aware of all surface and subsurface conditions, and to notify the + ............... Owner's Representative, in writing of any circumstances that would negatively impact the P-CO-19036_WA-11 health of plantings. Contractor shall not proceed with work until corrected. 7 DESIGN CHANGES 3/8/2020 a. Should subsurface drainage or soil conditions be encountered which would be See detail for modification of soil detrimental to growth or survival of plant material, the Contractor shall notify the Remove turf and weeds. Owner's Representative in writing, stating the conditions and submit a proposal 8 RESUBMITTAL 3/8/2020 + under drip line of existing trees. Existing grade before covering the cost of corrections. If the contractor fails to notify the Owner's treatment. Representative of such conditions, he/she shall remain responsible for the plant + . . . . . Loosened soil with air knife. material under the warrantee clause of the specifications. 15. Imported top soil shall be fertile, friable soil containing less than 5%total volume of the + . . . . . . . . combination of subsoil, refuse, roots larger than 1" diameter, heavy or stiff clay, stones larger than 2 inches in diameter, noxious seeds, sticks, brush, litter, or any substances deleterious Apply 2-3"of compost and to planter growth. The % of the above objects shall be controlled by source selection not by mix into loosened soil. screening the soil. Topsoil shall be suitable for the germination of seeds and the support of vegetative growth. Imported Topsoil shall not contain weed seeds in quantities that cause Step 1 Step 2 Step 3 noticeable weed infestation in the final planting beds. . . . . . . . 16. Compost shall be organic blended material, composted for a minimum of 9 months and at temperatures sufficient to break down all woody fibers, seeds and leaf structures, free of toxic L oo°o oo°000°000°000°o o°000°000°"`•:•:': ` and non-organic matter. Source material shall be yard waste trimmings blended with other . o 00 00 00 00 00 00 0 0 ° ° ° o 0 0 ° o ° o 0 0 ° ° ° o • ° organic material designed to produce Compost high in fungal material. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 0 00 0 00 0 00 00 0 00 0 00 0 00 0 00 0 00 0 00 °0 00°0 0 0 0 ° ° °°o o N a. Organic matter shall be commercially prepared compost and meet US Composting o� o� o� o o� o� o o o o o0 00 0 0 0 + I i Oo0o0o000 00000000000000 00 ° ° CouncilSTA/TMECC. . O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 000 000 0 00 000 o°O o 0 000 ° o Ooo 0 0 O o o°O o o°O o° °°O o °Oo0°° o° 0)if o 0 0 17. Existing trees shall be protected and cared for as required in the details and + specifications. TT Existing soil. 18. The Owner's Representative shall approve all rough grading prior to the installation of PROJECT NO: 19036 WA organic matter, fine grading, and mulching. — SECTION VIEW SCALE: 1"=10' + . . . 19. The Owner's Representative shall be informed of the progress of the work so the work DRAWN BY: GM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . may be observed at the following key times in the construction process. The Owner's + Notes: Representative shall be afforded sufficient time to schedule visit to the site. Failure of the REVIEWED BY: TC 1- Prior to the start of work remove all thatch, sod, and/or weeds. Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements in the plans, details and specifications. APPROVED BY: O2- Loosen soil with Air Knife or approved equal to a depth of 9- 12"and work around encountered roots. a. Pre - Construction meeting b. Existing soil conditions review + 3-Apply 2-3"of compost over loosened soil. Using an air knife mix compost into loosened soil. c. Completion of site preparation review f I + 4-Water entire root zone at end of each work day. d. Completion of finished grading and surface soil modification review. 5-See planting soil specifications for additional requirements. 20. If the work fails to pass inspection, any subsequent inspections must be rescheduled as y + required in the specifications. The cost to the Owner for additional inspections will be charged r - - to the Contractor at the prevailing hourly rate of the inspector. -. COMPACTED SOIL IN TREE DRI PLI N E Limit of Work 2 Planting Soils Plan + - - P-CO-19036-WA-10 21. Contractor shall include in the bid continued maintenance (warranty) period of 1 year after - - - completion of construction and acceptance of the project by the Owner's Representative. + + + + + - - - + + 0 10 20 30 40 feet + + + - - - N O R T H Know what's below. � Call before you dig. L7 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-Cupertino UCUPER -NO APPROVED Cas # ASA-2021-002, App val Body: Admin Hearing W O O D App valDate 11/01/21 ARCHITECTURE Sign ture Erick Serrano \ Case Manager 1512 W. Mineral King Ave. + + + + + + fi + Planting Soils Visalia, Ca 93291 Legend 559. 786. 9600 (c) + + + + + + + + + + + + t + + -_ + + + + + + + + + + �- + www.iwoodarchitecture.com ww wooda chitecture.com + + + + + + + \ \ r + + SYMBOL DESCRIPTION QTY DETAIL + + + + + + + + + \ \ fi fi fi + + Certified Compost: 2" thick layer of compost shall be applied in all 74.62 cy + + + + + + + + + \ t t + + + + All Planting Areas planting areas. Compost shall be certifed by the U.S. Composting + + + + + I Council's STA Program. See specifications for further information. PROJECT INFO: \ r + + + + + + + + + + + + \ + + + + + PS-102 Modified Existing Soil - Compacted sub soil: Fracturing 5,657 sf - - + + + + + + + + + + + \ + + + + + For planting areas less than eight feet. See detail and specifications for rQ + + + + + + further information. n I I I i� i l l l_l l l ll l l l I n FG01 + + + + + + + + + + + + + + Notes: PHASE 2 + + + + + + + + + + + + + I 1 - All quantities and amounts shown on the plans are best estimates + + + + + + i + + + + + for the benefit of the contractor. In field conditions may vary compared 18922 FORGE DRIVE + + + + + + to what is shown on the plans. Therefore, it is the contractor 's + + + + + + + + + + + - i \ \ + + + + + responsibility to verify all lengths, square footages, and amounts prior C U P E RT I N O, CA 95014 + + + to bidding the project. SITE KEY NTS + + + + I 2- Contractor shall verify site compaction using the Standard Proctor i + + + Method prior to the beginning of work. If compaction rates are between + + \ \ 75% - 85% only minimal modification shall occur. See soil modification CLIENT: - compacted surface soil detail. 1 . . . . . . . . . . . . . . . . � I O \,PRR LL F �� GP tioti, IJ�� con 1 � w Signature kp 4-30-22 Q 9 Renewal Date Tc� Dat O� OF cA_\F PS- 1 0� NO. DESCRIPTION: DATE: BACKGROUNDS 09/11/2019 P I - DD PROGRESS 09/27/2019 Finished grade of all planting areas z Q I I shall be 1-2" below the adjacent pavement _ °°° DD ISSUED FOR REVIEW 10/18/2019 °°° CDC 1 1 after settling. ° I I - INITIAL CITY SUBMITTAL 12/16/2019 1 � ° = o I ° ; _ 1 1 COMMENT RESPONSES 06/22/2020 w See detail for modification of soil 2 DESIGN CHANGES 06/22/2020 + under drip line of existing trees. + + I 3 DESIGN CHANGES 07/24/2020 + + 1 + + + 4 DESIGN CHANGES 11/06/2020 + + + + 5 RESUBMITTAL 12/11/2020 1 . . . . . . . . . . . . 6 PLANNING APPLICATION 01/29/2021 1 7 DESIGN CHANGES 3/8/2020 + I 8 RESUBMITTAL 3/8/2020 1 + 0 1 + 0 1 + a N z Z \ Q o I I \ I a \ + + I PROJECT NO: 19036 WA 1 SCALE: 1"=10' / 1 DRAWN BY: GM / 1 REVIEWED BY: TC APPROVED BY: / 1 / I + + a ® I I Planting Limit of Work g Soils Plan � I Z ly al 0 10 20 30 40 feet NORTH Know what's below. Call before you dig. L � 8 CLIENT PROJECT NO. TBD Community Development Department ARCHITECT: Planning Division-C pertino CUPERTINO APPROVED o r� Cas # ASA-2021-002 D D= A� 3�c ) o z�mn W O O D App val Body: Admin Hearing f' App val Date 11/01/21 Sig ture Erick Serrano n m ` ARCHITECTURE G r Case Manager D>2 n o ci 1512 W. Mineral King Ave. z m n Visalia, Ca 93291 559. 786. 9600 (c) 559. 636. 3277(f) _<r- . . . . . . www.iwoodarchitecture.com �>MM °z5� Planting Soils Legend z�mn . . . . . . . . . Loosen subgrade by dragging teeth of W=<m SYMBOL DESCRIPTION QTY DETAIL bucket. PROJECT INFO: y>MM O—ram Z m n PS-101 J Certified Compost: 2" thick layer of compost shall be applied in all 74.62 cy All Planting Areas planting areas. Compost shall be certifed by the U.S. Composting U II` P Proposed finished grade after settlement. F G 01 Finish grade after PS-102 Modified Existing Soil - Compacted sub soil: Fracturing 5,657 sf 7 installation but PHASE 2 For planting areas less than eight feet. See detail and specifications for 8-1 = before settlement.Lo Q further information. o o Q Install lifts in 6-8' rows. Pavement. 1 V 922 FORGE D R I V E o es: CU PERTI NO, CA 95014 1 - All quantities and amounts shown on the plans are best estimates �.::.. .::��.::..�.:.... ... .::.. .::.. .::.. .::;. ..;... ... .::r r. ..r .:.... for the benefit of the contractor. In field conditions may vary compared +� p Y ry SITE KEY NTS to what is shown on the plans. Therefore it is the contractor 's J responsibility to verify all lengths, square foots es and amounts prior p Y Y 9 q 9 to bidding project.the ro'ect. + N .— I[ HCLIENT: 'iiiiiiiiiiiii(i>.i(�:.�.�...:.::.�::� :;;(�:..,.. ��:.:.::�:�:�.... .;:. .: � J JL 2- Contractor shall verify site compaction using the Standard Proctor Method prior to the beginning of work. If compaction rates are between 75% - 85% only minimal modification shall occur. See soil modification - compacted surface soil detail. SECTION VIEW Existing soil. Notes: Confirm subgrade 1- Means and methods of soil compaction shall be determined at time of soil mock up. drains one-half inch per hour or 2-Soil compaction after installation shall be 75-250 PSI at soil moisture between field capacity and wilting point. greater. 3- For soil depths see planting soil specifications. 4-See planting soil specification for additional requirements. 1 INSTALLED PLANTING MIX P-CO-19036_WA-09 Finished grade of all planting areas PRROL� shall be 1-2" below the adjacent pavement G �0 y� °�°� o 0 after settling. W 0 nature Limit of Work Sig 4-30-22 T Renewal Date c� Dat F O� OF CAL\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO. DESCRIPTION: DATE: - BACKGROUNDS 09/11/2019 - DD PROGRESS 09/27/2019 NO NO PARKING PARKING DD ISSUED FOR REVIEW 10/18/2019 LS— 102 - INITIAL CITY SUBMITTAL 12/16/2019 1 COMMENT RESPONSES 06/22/2020 0 2 DESIGN CHANGES 06/22/2020 I .—_—. - .� 3 DESIGN CHANGES 07/24/2020 ��-- F o 4 DESIGN CHANGES 11/06/2020 I--- Jj + 5 RESUBMITTAL 12/11/2020 \ + + L it of ork + + + + 6 PLANNING APPLICATION 01/29/2021 0 \ + 7 DESIGN CHANGES 3/8/2020 + 8 RESUBMITTAL 3/8/2020 i + + + PROJECT NO: 19036_WA + SCALE: 1"=10' + + + + F + DRAWN BY: GM + + + REVIEWED BY: TC + + APPROVED BY: Planting Soils Plan 0 10 20 30 40 feet 1" =10' NORTH Know what's below. � Call before you dig. L9 CLIENT PROJECT NO. TBD