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DIR-2021-015 - Approval Set Community Development Department 2 Planning Division — Cupertino -CUPERTI APPROVED CUPERTINO CITY CENTER PARKING GARAGE Case D I R-2021-015 ApplicationNumber(s) MPA Design Approval Body: Director/Staff 20350 STEVENS CREEK BLVD Appro va I Date 09/13/21 Signature Jeffrey Tsumura Landscape Architecture Case Manager APN # 369-01 -068 and Urban Designers SCOPE OF WORK 414 FraWasnc street San Francisco, CA 94142 STEVENS CREEK BLVD THE INTENT OF THIS PEDESTRIAN SAFETY PROJECT IS TO CREATE AN ADDITIONAL ACCESSIBLE 416 434-4664 WALKWAY INTO AND OUT OF THE PARKING S7RUCTLJRE TO DECREASE PEDESTRIAN TRAFFIC AT THE MAIN DRIVEWAY OF THE PARKING STRUCTURE. THE SCOPE INCLUDES CREATING AN OPENING THROUGH A PORTION OF THE CONCRETE WALL ON THE NORTHWEST CORNER OF THE PARKING STRUCTURE AND CREATING AN ACCESSIBLE PATH THAT CONNECTS TO THE PUBLIC RIGHT OF WAY ON PROMETHEUS MACADAM LANE, INCLUDING HANDRAILS, NEW STRIPING, AND ADA SIGNAGE. REAL ESTATE HIGHINAY280 SITE INFORMATION CROUP , INC . BUILDING ADDRESS z z 20350 STEVENS CREEK BLVD, CUPERTINO CALIFORNIA a m y m > n # OF STORIES x z z LLl 2 G)S y _< Z F� C C # OF BASEMENT LEVELS �cr a � m 5 STEVENS C EK BLVD_ 2 LTI r+ CONSTUCTION TYPE TYPE IA-SPRINKLERED SITE OCCUPANCY GROUP PROJECT GARAGE RESIDENTIAL- R-2 (REC.RM.- B-2) MCCLELLAN RD. AGIFIGA JR. LOCATION APPLICABLE CODES. THE PROJECT MEETS CBC 2019 AND CUPERTINO MUNICIPAL CODE. �`v VICINITY MAP � D RAIN I N G INDEX L-0 COVER PAGES L-1 DEMOLITION PLAN `' 4p�C 236D�s° L-2 LANDSCAPE LAYOUT AND GRADING PLAN �+ L-3 LANDSCAPE PLANTING PLAN L-4 IRRIGATION PLAN * 1W31/21 e „a ease L-5 CUPERTINO CONSTRUCTION BEST MANAGEMENT PRACTICES 06/07f21 bate p S " OF G ENLARGED VICINITY MAP SCALE NT5 project north CUPERTINO STEVENS CREEK BLVD � . . . . . . . . . . . . . . . . . . . . . . . � . CITY CENTER ACCESSIBILITY PLAN LEGEND CUPERTINO, CA ■ r ■ ■ ■ PUBLIC RIGHT OF WAY/ PUBLIC SIDEWALK ■ ■ ■ ■ ■ ■ ■ w im ACCESSIBLE PATH OF TRAVEL W A ACCESSIBLE ENTRANCES Z 01 lumber Q 7706.00 J MAIN VEHICULAR ENTRANCE DrOn by G D < NEWLY PROPOSED ENTRANCE AND ACCESSIBLE PATH rhecked by ❑"IN r< ?cale V UaIC 6f07f21 NNIQ FIL7L-j >Eem:�os ).40 �V V� shw. TiHe COVER SHEET Shoe; Nwnhe- ACCESSIBILITY PLAN L-0 SCALE NT5C9 project north Of Sheets Community Development Department Planning Division—Cupertino D . MPA Design cUPERT1 0 APPROVE Case # DIR-2021-015 Application Number(s) ^NOTES w A rova I Date 09/1 tN E RAL I V �7 Landscape Architecture Approval Body: Direct pp and Urban Designers Signature Jeffrey Tsumura Z caselAanagPROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES Q TO EXISTING FACILITIES, UNLESS OTHERWISE SPECIFIED. J 414 Mason Street 2. FINISH SAWCUT PARKING GARAGE WALL TO MATCH EXISTING WALL FINISH AND San Francisco, CA COLOR. 94102 3. BOX TREE TO BE RELOCATED AND WATER PRIOR TO REPLANTING. Q (E) BENCH 415 434-4664 4. PROTECT ALL EXISTING PAVING TO REMAIN. REPAIR ANY AND ALL DAMAGE TO Q EXISTING PAVING TO REMAIN. � TO REMAIN E Q EXISTING PROMENADE U THROUGH CAMPUS T REMAIN Q PROMETHEUS REMOVE (E) IVY AS REQUIRED ' REAL ESTATE BY GRADING AND EXCAVATION RELOCATE EXIS TING / / / / / CLEAR AND GRUB PLANTING GROUP , INC / HORNBEAM TREE / /// / ' FOR NEW RAMP AND RELOCATED TREE. REPAIR ANY DAMAGED IRRIGATION OR UTILITY LINES REMOVE (E) PITTOSPORUM TOBIRA SHRUBS AS REQUIRED FOR NEW RAMP / AND NEW SHRUBS (E) 8" THICK WALL //// ' SAW CUT AND REMOVE 6' WIDE OPENING THROUGH (E) WALL (E)CROSSWA PAINT (E) PAINT (E) STRIPING TO STRIPING TO MATCH MATCH ASPHALT ASPHALT PAVING PAVING (E)18"X18' 0 �p,NDSCgpF ■ COLUMN, `' W /VF4s CO oP C 2360 y� TYP. cJ w Signature' —I (E)GARAGE EXHAUST AIR S S C C * 10/31/2 Renewal Date /21 OUTLET DUCT 06/0 Date Date P (E)PARKING STRUCTURE WALL CUPERTINO CITY CENTER CUPERTINO, CA Job Number 7706.00 Drawn by AN Checked by DWN Scale 1" = 10' Date 6/07/21 Revisions Q Q Sheet Title DEMOLITION PLAN Sheet Number SCALE 1/4"=1'-0" N L 1 � project north 0 4 8 16 Of Sheets Community QereldUel- ;4Wi'A'[knEeS%t STL. PIPE RAIL SECTION A Plannjn6Mii. i 105TSCi rTFi�dSET PLUMB, INSTALL ES LUPERTI o S tffis! YEGURE W/ EPDXYNGR UT— SEE Case Dt@FWlrW OF GROUT FOR USE W/ PROVIDE SLIP JOINT NOTE: CENTER POSTS AppaAL,VlNSTTiLe, )FOR PAINT COLOR, SEE AT MID POINT Ck- LEVELI2" — �� IN CONC. CURBS MPA Design SPECS. LEVEL12" 4 4 1 1/2 DIA.HANDRAIL Approval Body: Director/ Staff AND POSTS CE Approval Date 09/13/21 1 to O.D. Signature JeffreyTsumura N Landscape Architecture Case Manager and Urban Designers m (E)CONCRETE PAVING o _ Q N 1 z� w� 11 TO REMAIN 414 Mason Street N NON—SHRINK z 4 x Yw Oz -9 San Francisco, CA _ o a REMOVED �C5 o— section— (N)3"HIGH CONC CURB— — N GROUT^ TTYP v CORB � wQ z94102 R=1/4" 1 Q SLOPE AS LIJ V) EX JT. HANDRAIL SECTION oU MAX.2% IN ALL 415 434-4664 EXP. JT. PER DWGS. �Q w DIRECTION E 227.35 (E)CONC WALK a a w w _ T 1T LLJ o� J E 227.42 (E)1 .2% (E 227.19 4a a a 0- Q (E)227.48 PROM ETH EUS a - - III-III=1�I=1�I=1II N 227.44 a a (N)227.37 REAL ESTATE —1 7-1/2"WI D O I I I=I I I=I I I=I I I=I I I=I I I=III=ITI=ITI=ITI=ITI=ITI I I=I I I=I I I=I I =I I I I I=III=III III=ITI=ITI I I=I I I-I I I=III-III ° CONCRETE PAVING III-1 I I-1 I I-1 I I-1 I I-1 I I—III=1 I I=1 I I-1 I I=1 I I=1 I I III=1 I I=1 I I III I I=1 I I III=1 I I=1 I I=1 I I=1 I �- "'—' 3» III-1 I I=1 I I=1 I I=1 I �I I-1 I-1 I-1 T I I 1=1 T I=1 T I I 1=1 T I=1 T I=1 =1 ITI=1 =1 T I , 11=" MAX.2.0 / —I I I,I_II I I_I 11=-III-III-I I I_I 11=1 1=1 1 ITI 11=ITI i —' I—III—III_III—III—III—,III— INTEGRAL POUR RAISED CONC. EDGE `'' ' -11=���—� • � -BROOM FIN. GROUP , INC COMPACTED —ail=���— CONCRETE PAVING BEYOND o to UJ 0 7.77% SUBGRADE INTEGRAL POUR THICKENED EDGE N • CONCRETE CURB & MAX.B633 RAILING-SEE RAMP/RAILING SECTION A DETAIL THIS SHEET a� �a 0 0 ACCES& BCE RAMP , H AN DRAL W/RAISED EDGE NTS J E228.21 N228.20 E228.25 7 E228.23 3'_0" E228.22 E228. 7 0 5,-0„ 0 TT -° 9-3/4� TRUNCATED DOMES SHALL BE FEDERAL YELLOW IN COLOR AND BE TION IN ALL DIRECTION SURFACE MOUNTED AMOR -TILE DIRECT 4'_g" NEW 3" THICK ,---- ------------ TACTILE SYSTEMS , STRIPING MANUFACTURER: ENGINEERED NEW 3" THICK 41_0" PLASTICS INC., 300 INTERNATIONAL STRIPING DRIVE, SUITE 300, WILLIAMSVILLE, NY, 142211 1 -800-682-2525, OR �PNDSCgpF ■ ,o w. APPROVED �, P� �s CO o C 2360 ° y� °O°°O°°o°00°00°°O°°O° EQUAL. SUFACE MOUNT AND _ m o°o°o°o°o°o°o° W C') °O°O°O°O°O°O°O - Signature INSTALLED PER ALL FEDERAL, * 10/31/21 °O°O°O°O°O Renewal Date ° ° ° ° ° ° °° STATE & LOCAL REQUIREMENTS. 06/07/21 Date NEW 3" THICK s,9rF STRIPING V-6"TYP. CUPERTINO V-67YP. CITY CENTER CUPERTINO, CA Jab Number 7706.00 '-7' Drawn by J K, G D o°o°o°o°o°o°o°°o°O°o°o°o°o°o o°O°o°o°000000 Checked by DWN o°O°o°o°o°o°o° o°o°o°o°o°o°o° o°o°o°o°o°o°o° 0 0 0 0 0 0 o Scale 1/4" = 1'-0" Date 6/07/21 Revisions Q Q Sheet Title LANDSCAPE LAYOUT AND GRADING PLAN Sheet Number SCALE 1/4"=1 '-0" N L-2 project north 0 4 8 16 C—) Of Sheets Community Development Department CABLE � Planning Division — Cupertino CABLE CLAMP CUPERTI o APPROVED Case DIR-2021-015 GALV. WIRE ApplicationNumber(s) Riivir1114v vL_VICE TURNBUCKLE MPA Design Approval Body: Director/ Staff � Approval Date 09/13/21 Signature Jeffrey Tsumura 450 FINISHED GRADE p Landsca e Architecture Case Manager and Urban Designers EXISTING PROMENADE THROUGH CAMPUS 414 Mason Street 1"X1"X3' San Francisco, CA GALv. sTL. 94102 ANGLE HOSE & CABLE COLLAR RELOCATE BENCH @ EA. GUY 415 434-4664 POLYETHYLENE TUBING PROMETHEUS / F.G. 450 RELOCATE EXISTING REAL ESTATE// ��/ / /// TURNBUCKLE / COLUMNAR BIRCH TREE o GAL. STL. ANGLE / d /// PROPOSED SIDEWALK, COLOR AND GROUP , INC M @ EA. GUY / 4 / FINISH TO MATCH EXISTING 4. EXISTING PITTOSPORUM HEDGE // / / /j d //�/ PROPOSED SHRUBS, BOTH SIDES 10 a . / // 8"X8" CONCRETE COLUMN TO a / STABILIZE WALL BY OTHERS 8" THICK WALL // d / SAW CUT 6' WIDE OPENING THROUGH EXISTING WALL . d BARK MULCH- 3" DEPTH 0°o°%°0°0°0°080 ROOTBALL- SET 2" ABOVE FINISH GRADE °°° °°°°°°°°°°° 8„ 4„6„ 000000000000000 ° °°° ° ° ° ° ° EARTH BERM o°o°o°o°o°o°o°o °°°°°°°°°°°°°°° FINISHED GRADE Qo OK7-L `'� PLANTING HOLE; SCARIFY WALLS; SEE PLANTING NOTES BACKFILL MIX- SEE PLANTING NOTES PROPOSED PROPOSED SCARIFY WALLS STRIPING STRIPING 1111111==4111 III PLANT FERTILIZER TABLET. SEE PLANTING NOTES UNDISTURBED SOIL DIRECTLY BELOW ROOTBALL. 18"X 18" ■ COLUMN, TYP. GARAGE EXHAUST AIR OUTLET DUCT + + p` PARKING STRUCTURE WALLS -9 Q' o CUPERTINO 1 + CITY CENTER TRIANGULATE SPACING (TYPICAL) CUPERTINO, CA ZTRUNK OF PLANT, TYPICAL PROPOSED CROSSWALK NOTE: WHERE PARALLEL ROWS FOLLOW CURVING CONTOURS, TRIANGULAR SPACING NOT REQUIRED. MAINTAIN HORIZONTALLY PARALLEL ROWS, SEE PLAN. PROPOSED DETECTABLE Job Number 7706.00 WARNINGS, TYP. Drawn by GD PLANT SPACING- SEE PLANTING PLAN NTS Checked by D W N Scale 1/4" = 1'-0" Date 6/07/21 Revisions GENERAL NOTES 0 1 . Tree planting hole shall be 54"x54" in size. Depth shalll be per detail. 2. Shrub planting hole shall be 3'x3' in size. Depth shalll be per detail. Q 3. Tree shall be guyed per detail. 3. Tree shall be guyed per detail. Sheet Title LANDSCAPE PLANTING PLAN Sheet Number SCALE 1/4"=1 '-0" N project north L-3 0 4 8 16 C—) Of Sheets Community Developmen-136---p Irger-T ION LEGEND 12 Planning Division — upe,ytliVn,-DL MODEL NUMBER DESCRIPTION CUPERTl o APPROVE b 1812—SAM—PRS-12—H,Q RAIN BIRD POP—UP SPRAY SPRINKLER (SHRUB) Case # D I R-2021-01 0 ApplicationNumber(s) 1812—SAM—PRS-5—Q RAIN BIRD POP—UP SPRAY SPRINKLER (SHRUB) MPA Design Approval Body: Director/ Staff ■ 1401 RAIN BIRD BUBBLER (TREE) Approval Date 09/13/21 w Signature Jeffrey Tsumura — na LATERAL LINE: 1120—SCHEDULE 40 PVC PLASTIC PIPE WITH g SCHEDULE 40 PVC SOLVENT—WELD FITTINGS. Z INSTALL NEW SPRINKLER — CONNECT TO Landscape Architecture Case Manager 12" COVER. 24" COVER UNDER VEHICULAR z EXISTING LATERAL LINE. and Urban Designers PAVING. SLEEVING: 1120—SCHEDULE 40 PVC PLASTIC PIPE. J 18" COVER. 24" COVER UNDER VEHICULAR PAVING. REMOVE EXISTING SPRINKLER AND CAP RISER. 414 Mason Street 12" POP—UP SHRUB Q San Francisco, CA 3 SPRAY SPRINKLER 0 EXISTING SPRINKLER TO REMAIN IN SERVICE. 94102 CONNECT NEW LATERAL LINE FINISH GRADE PROTECT IN PLACE (TYPICAL). TO EXISTING LATERAL LINE. 415 434-4664 � U III WALK OR CURB 2" SL. PROMETHEUS X X— —X— — X— X UPC APPROVED SCHEDULE REAL ESTATE 12 40 PVC TEE OR ELL � ° 3" NOTE: SPRINKLER HEADS ADJACENT TO 4 �4 EXISTING LATERAL LINE (TYPICAL). BUILDINGS ARE TO BE PLACED 12" a PVC LATERAL LINE FROM BUILDING WALLS. %'d GR0UP , INC . 1/2" SCHEDULE 40 PVCSTREET ELL 1/2" SCHEDULE 80 PVC THREADED �OW1/2" KING BROS. FLEX RISER NIPPLE (LENGTH AS REQUIRED TYPICAL) \0NFMODEL FR-500-6 OR EQUAL d '� oP�C 2360 Ai1/2" SCHEDULE 40 PVC INSTALL ONE BUBBLER AT RELOCATED REMOVE EXISTING BUBBLER AND _CO 1/2" SCHEDULE 40 PVC THREADED 90' ELL TREE. CONNECT TO EXISTING TREE O O CAP RISER. (D STREET ELL BUBBLER LATERAL LINE. w � SignatureRenewal Date --� 10/31/21 POP-UP SPRAY SPRINKLER RISER ° * 06/07/21 0 0000 sT Data 00000 0000000000 0')0 )TO SCALE 0000 �\P NOTE: 000000000000000 000000000000000 I, 000000000000000 TF of THIS IRRIGATION SYSTEM INTERFACES WITH AN EXISTING IRRIGATION SYSTEM WHICH SHALL 0 0 0 0 0 0 0 0 REFER TO LANDSCAPE ���� REMAIN IN SERVICE. THE EXISTING UNDERGROUND IRRIGATION EQUIPMENT AND OTHER INDRAWINGS L COVER O IIIIJ TREE D PTH OF MUCH UTILITIES HAVE NOT BEEN FIELD VERIFIED UNDER THE CONSTRUCTION DOCUMENT PHASE OF y 8„ II II WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING IRRIGATION FINISH GRADE MAINLINE PIPING, LATERAL LINE PIPING, LOW VOLTAGE AND HIGH VOLTAGE WIRE, AND BUBBLER VALVES BEFORE CONSTRUCTION IS STARTED. DAMAGE TO THE EXISTING IRRIGATION SYSTEM Ilk'I"I AND OTHER VARIOUS UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE 1/2" SCHEDULE 40 PVC MALE ADAPTER (GRAY). MALE ADAPTER MUST CURRENT OPERATION OF THE EXISTING IRRIGATION SYSTEM WHICH SERVICES AREAS OUTSIDE -- BE GRAY IN COLOR. WHITE PVC SHALL-II III= OF THE CONTRACT WORK AREA. DO NOT SHUT DOWN GATE VALVES, SEVER MAIN OR NOT BE INSTALLED AT THIS LOCATION. LATERAL PIPING, AND/OR SEVER WIRE WHICH ORIGINATES IN OR TRAVELS THROUGH THIS 12 1/2" SCHEDULE 40 TREE ROOT BALL CONTRACT WORK AREA UNLESS SPECIFICALLY DIRECTED TO DO SO BY THE CONTRACT PVC MALE ADAPTER NOTE: ALL NEW TREE PLANTING DOCUMENTS OR BY WRITTEN APPROVAL FROM THE ARCHITECT. VALVE WIRING BETWEEN ■ SHALL RECEIVE BUBBLER IRRIGATION. BUBBLER LOCATIONS CONTROLLER AND EXISTING REMOTE CONTROL VALVES SHALL BE RESTORED WHERE DAMAGED • AND QUANTITIES ARE APPROXIMATE. DURING DEMOLITION. LANDSCAPE STRESS OUTSIDE OF THIS CONTRACT AREA WILL REQUIRE ACTUAL LOCATIONS AND QUANTITIES SHALL BE FIELD DETERMINED TO FULL REPLACEMENT OF THE LANDSCAPE DAMAGED UNDER THIS CONTRACT WORK AT NO CONFORM WITH FINAL PLANTING. ADDITIONAL EXPENSE TO THE OWNER. SxSxT SCHEDULE 40 PVC 1/2" IPS FLEXIBLE PVC HOSE (.840 TEE OR SxT ELL IN PVC O.D.) USE ONLY IPS WELD ON # 795 LATERAL LINE SOLVENT CEMENT ON THIS HOSE. TREE BUBBLER NOT TO SCALE FINISH GRADE II = CUPERTINO 1 III 1= III 1= 1 _ LATERAL I III 12" I 12 I LATERAL =1I I 18 IRRIGATION NOTES MAINLINE I CITY CENTER 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED 10. INSTALL A FLO CONTROL NDS 1002 SERIES SPRING LOADED CHECK VALVE BELOW THOSE BUBBLERS WHERE LOW HEAD DRAINAGE WILL CAUSE SUPPLY II —I III —II III ( ) III MAINLINE III AREAS IS FOR CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS WHERE POSSIBLE. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT SUPPLY II —I III =11 III EROSION AND/OR EXCESS WATER. CUPERTINO, CA WIRING POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR IS REQUIRED TO INVESTIGATE THE = III -III-III- STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL 11. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO =III DIFFERENCES WHICH MAY NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IN THE EVENT OF FIELD DIFFERENCES, THE CONTRACTOR IS REQUIRED TO (TREES AND TREE ROOTS. EXCAVATION IN AREAS WHERE TWO 2) INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. TRENCHES ADJACENT TO PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE =III=III= COMPACTED TREE SHOULD BE CLOSED WITHIN TWENTY—FOUR (24) HOURS; AND WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE 6 f► 3 �— SOIL CONTRACT SPECIFICATION. THE CONTRACTOR IS ALSO REQUIRED TO NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH ALL APPLICABLE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. JOINT TRENCH MAIN SUPPLY LATERAL CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING, STRUCTURE, ETC., BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL 12. PRESSURE TEST PROCEDURE. THE CONTRACTOR SHALL: NOTES: REQUIRED REVISIONS. A. NOTIFY ARCHITECT AT LEAST THREE (3) DAY IN ADVANCE OF TESTING. 1. ALL PLASTIC PIPING SHALL BE INSTALLED IN THE TRENCH IN A SERPENTINE MANNER AS PER THE B. PERFORM TESTING AT HIS OWN EXPENSE. Job Number 7706.00 2. THE CONTRACTOR SHALL EXERCISE CARE IN LOCATING PIPING AS TO NOT CONFLICT WITH OTHER UTILITIES. DO NOT INSTALL IRRIGATION PIPING C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL MANUFACTURER'S SPECIFICATIONS. PARALLEL TO AND DIRECTLY OVER OTHER UTILITIES. 2. ALL SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. I BE COVERED. Drawn by LIVID 3. TAPE AND BUNDLE TUBING OR WIRING AT 10 FEET INTERVALS. D. APPLY THE FOLLOWING TESTS AFTER WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. 4. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 3. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 1. TEST RCV CONTROLLED LATERAL LINES WITH WATER AT LINE PRESSURE AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING 5. BACKFILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES, FREE FROM ROCKS, DEFECTS. Checked by MD CONCRETE CHUNKS, AND OTHER FOREIGN OR COARSE MATERIALS. CAREFULLY SELECT BACKFILL 4. IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER TO PROVIDE THAT IS TO BE PLACED NEXT TO PLASTIC PIPE TO AVOID ANY SHARP OBJECTS WHICH MAY DAMAGE THE PIPE. THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL 13. THE EXISTING LATERAL LINE SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. CONTRACTOR TO VERIFY AND LOCATE EXISTING LATERAL LINE IN FIELD. Scale 1/4" = 1'-0" WEATHER CHANGES, PLANT MATERIAL WATER REQUIREMENTS, MOUNDS AND SLOPES, SUN, SHADE, AND WIND EXPOSURES. ANY DEVIATION OF EXISTING LATERAL LINE LOCATION AS SHOWN ON THE DRAWINGS IS TO BE REPORTED TO ARCHITECT FOR REVIEW AND POSSIBLE TRENCHING DETAIL REVISION. Date 6/07/21 5. AT THE END OF THE REQUIRED MAINTENANCE PERIOD OF THE CONTRACTOR, THE OWNER SHALL PROVIDE REGULAR MAINTENANCE OF THE IRRIGATION NOT TO SCALE SYSTEM TO ENSURE THE EFFICIENT USE OF WATER. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING 14. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL T+2, CHRISTY'S ULTRA SEAL, OR APPROVED EQUAL. NOTES: IRRIGATION EQUIPMENT AND CONTROL SYSTEM. Revisions 1. SLEEVE UNDER VEHICULAR PAVING SHALL BE 15. RECORD DRAWINGS: BURIED TO A DEPTH OF 24" COVER. HARDSCAPE SURFACE FINISH GRADE 6. THIS IRRIGATION SYSTEM INTERFACES WITH AN EXISTING IRRIGATION SYSTEM WHICH IS TO REMAIN IN SERVICE. THE EXISTING UNDERGROUND A. THE CONTRACTOR SHALL MAINTAIN IN GOOD ORDER IN THE FIELD OFFICE ONE COMPLETE SET OF BLACK LINE PRINTS OF ALL SPRINKLER 2. SLEEVE IS TO EXTEND 12" BEYOND EDGE OF (DRIVEWAY, WALK, ETC.) IRRIGATION EQUIPMENT AND OTHER UTILITIES HAVE NOT BEEN FIELD VERIFIED UNDER THE CONSTRUCTION DOCUMENT PHASE OF WORK. THE CONTRACTOR PAVING. DRAWINGS WHICH FORM A PART OF THE CONTRACT, SHOWING ALL WATER LINES, SPRINKLERS, VALVES, CONTROLLERS AND STUB—OUTS. IS TO FIELD VERIFY THE LOCATION OF EXISTING IRRIGATION MAINLINE PIPING, LATERAL LINE PIPING, LOW VOLTAGE AND HIGH VOLTAGE WIRE, IN THE EVENT ANY WORK IS NOT INSTALLED AS INDICATED ON THE DRAWINGS, SUCH WORK SHALL BE CORRECTED AND DIMENSIONED COMMUNICATION CABLE, AND VALVES BEFORE CONSTRUCTION IS STARTED. DAMAGE TO THE EXISTING IRRIGATION SYSTEM AND OTHER VARIOUS UTILITIES ACCURATELY FROM THE BUILDING WALLS. SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ob ooa o o� o° oao��o o 000 "tit" a 000°-oo oao. oo - o o - - - B. ALL UNDERGROUND STUB—OUTS FOR FUTURE CONNECTIONS AND VALVES SHALL BE LOCATED AND DIMENSIONED ACCURATELY FROM BUILDING wC gD p�g °�oo��°oC�p° °� o ° ��0 � oe o sow or — CURRENT OPERATION OF THE EXISTING IRRIGATION SYSTEM WHICH SERVICES AREAS OUTSIDE OF THE CONTRACT WORK AREA. DO NOT SHUT DOWN GATE o o�SC�B CSb —� —� WALLS ON ALL RECORD DRAWINGS. 00 o PTO ono o �at °O o0.00 0'.�on o[] o o C� I'- _i� —_ I —III—III—I —I �I __ —III VALVES, SEVER MAIN OR LATERAL PIPING, AND/OR SEVER WIRE WHICH ORIGINATES IN OR TRAVELS THROUGH THIS CONTRACT WORK AREA UNLESS III III III III III III III III III III III III III-11 C. UPON COMPLETION OF THE WORK, OBTAIN REPRODUCIBLE PRINTS FROM ARCHITECT AND NEATLY CORRECT THE PRINTS TO SHOW THE AS— SPECIFICALLY DIRECTED TO DO SO BY THE CONTRACT DOCUMENTS OR BY WRITTEN APPROVAL FROM THE ARCHITECT. LANDSCAPE STRESS OUTSIDE OF —III—III—III—III—III -III—I —I —I I—III—III—III BUILT CONDITIONS. —III—III—� —III-1 I— —I = III—III THIS CONTRACT AREA WILL REQUIRE FULL REPLACEMENT OF THE LANDSCAPE DAMAGED UNDER THIS CONTRACT WORK AT NO ADDITIONAL EXPENSE TO THE 18" �. IRRIGATION SLEEVE OWNER. IF THE CONTRACTOR IS NOT AGREEABLE TO THIS CONDITION THEN THE CONTRACTOR MUST STATE THIS IN THE BID PROPOSAL DOCUMENTS. 16. FINE TUNE IRRIGATION SYSTEM TO PROVIDE COMPLETE AND UNIFORM COVERAGE OF THE LANDSCAPE WHILE AVOIDING RUNOFF OF WATER ONTO Sheet Title IRRIGATION CONTROL NON—IRRIGATED AREAS, PAVED AND OTHERWISE. THIS INCLUDES PROGRAMMING THE CONTROLLER RUN TIMES FOR OPTIMIZING SOIL INFILTRATION WITH OUT COMPACTED SUBGRADE WIRING 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO PUDDLING OR RUNOFF. /7 12" WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 17. WARRANTY: A. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FILL AND REPAIR ALL NECESSARY PLANTING DUE TO THE SETTLEMENT OF IRRIGATION PLAN 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NOTED ON THE IRRIGATION TRENCHES FOR ONE YEAR FOLLOWING COMPLETION AND ACCEPTANCE OF THE JOB. DRAWINGS. B. THE CONTRACTOR SHALL ALSO WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FURNISHED BY HIM TO BE FREE OF ALL DEFECTS OF WORKMANSHIP AND MATERIALS, AND SHALL AGREE TO REPLACE AT HIS EXPENSE, AT ANY TIME WITHIN ONE YEAR AFTER INSTALLATION 9. LOCATE BUBBLER ON UP—HILL SIDE OF TREE. IS ACCEPTED, ANY AND ALL DEFECTIVE PARTS THAT MAY BE FOUND. DICKSON & ASSOCIATES, INC. Sheet Number PVC LATERAL OR MAINLINE LANDSCAPE IRRIGATION SCALE 1 /4"-1 ' 0 ' N SLEEVING INSTALLATION L-4 NOT TO SCALE (530)547-5515 www.dicksoninc.net project north P.O.BOX 415 PALO CEDRO,CALIFORNIA 96073 0 4 8 16 CL), ©Dickson&Associates,Inc. Of Sheets CCC/A/JOB/20—241/ LP / L002.0 /SYMBOL SIZE: 48 /11—05-2020 LMD Community Development Department Planning Division — Cupertino CUPERTINo APPROVED Case DIR-2021-015 Application Number(s) MPA Design Approval Body: Director/ Staff Approve Signs ur Jeffrey Tsumu neanaOraolioy storm drains flow General Landscaping , OaVy Landscape Architectur e Case lie GoadHousekeeping PracocesEarth-Moving ewaerng and Urban Designers&irectly to our local creeks, and on to San COrlStrl,lCtIQC1 Storm Drain Pollution 1 m ent Francisco Ba with no treatment- J Designate one outineequiprautopark rig. Gardening , Landscaping E q u l p m e n t y, +.�hi�leretue�r� androutneequrpmer>j from Landsca in and mainbena rice.The designated area should be well Activities Operations o era t i o n Storm water pollution is a serious problem for and Site a�vayfromstreamsorstofmdrainirdets.berrnedif [] Swimming Pool Maintenance wildlife dependent on our waterways and for necessary Makemapr repairsoffate and Pool Many landscaping activities expose soils and p 414 Mason Street the people who live near polluted streams or Supervision ] To prevent off-site tracking of dirt.provide mcreZSe the likelihood that earthandgarden S tO r m water t e r P o l I u t i o n San Francisco, CA bay lands. entrancesvAh slabirzed aggrega:e surfaces. Or Chem Gals will runoff into the storm drains dunng prov:deaure"Qs harea Maintenance irrigatonorwheiitfains Storm Drain Pollution Storm Drain Pollution from Heavy Eq u ipm ent on 94102 Proper management of construction sites Storm Drain Pollution from J K rraterialsoutoftherain- ewntrunoff Swimming pool from Earth-Moving Activities 415 434-4664 �p pr Construction Sites reduces pollution significantly. ConstructionActivilies contarnnatioratthesourceCoverexposedples copper-based algaecides should never be g From Dew aterin ActiVitie$ cf sal or cons Iruction materials v�lth plastic Lands capinglGarden Maintenance discharged to storm drams Those chemicals are P o e rl y m a in to m e d v e h tc le s and heavy equipment that leak fuel, oil, antifreeze or This sheet summarizes the "Best Management Consirumonstesarecorrmonsourcesofstorm other fluids on the construction site are g sheeting or temporary mots 13efo�e It rains sweep toxic tp aquatic fife. Practices" (BMPs) for storm water pollution water pollution Materols and wastes thal blow cx and remove materials from safaces that drain to 7 Protect stockpiles anc landscaping materials Sall excavation and grading operations loosen large Be sure to call your city's storm water inspector cam m on sou rces of storm drain pollutio n wash ntoa storm dran gulter a'sheet have a stomi drains creeks.orchannel:3 from wind and rain by storing Iriem under amounts of soil that can flow or blow into storm prevention. direr: impact on local creeks and the Bay tarps or secured plavicsheetin at 408-472-9907 before discharging water to a Prevent s p ills and leaks by isolating ,❑ Contain all litter.food wrappers.hottlesand g crams when handled improperly. Sediments in runoff As a contractor,or site supervisor.owner or PoollFountarnlSpa Maintenance equipment from runoff channels. and b y rani-Ptacelydded trashan;, recyclingCrru a Carl do storm drains smother aquatic life, and street. gutter, or storm drain Fitratian of diversion operator of a site.you may be responsible for around the-sde. LJ Schedule gradingand _xcavationprojects 9 q watching for leaks and other maintenance PROMETHEUS anyenvironmertafdamagecausedbyyour during dry weather pia{nf�9F 1sar5f $ cesboy habitats in creeks and the Bay. Effective through a basin, tank, and sedimerTt trap Tray oe problems Remove construction equipment ..] Clean t�leaks, drips and other spills subcontracUors tx employees. Whet its time to drain a pool.spa. or'ountain erasion control practices reduce the amount of runoff required. Reuse water for dust control. irrigation or from toe site as so❑ n as possible mmedately so they de not contaminate sal or ❑ use to mporary check dams or ditches to lease be sire to call the Cupertino Sanitary aurKnaterorlea+,e resldueonpavedsurfaces. diver runoff away from storm drains P P- Y crossing a site and slow the with check dams or another on-site purpose to the greatest extent ORDINANCE OF g Use dry cleanup methociswl-enever pessNe_If District before you start Forfuriflerguicance an roughened ground surfaces. possible. Site Planing and Preventive Vehicle REAL ESTATE THE CITY OF CUPERTINO GertearafPrirrcipfes ytnum. stusevater usejus',enoughtokeepthe J Protect storm drains with sandbags,gravel- flow rate restrictions. backflow prevention, and Main re n an c e ❑ Keep an orderly siteand ensure good dust down filled bags. straw wattles, or cther sediment handing specia cleaning waste(such as acid J 0esisnate one area of the car strucsion s lie, .+en FOR STORM WATER POLLUTION haLzakeepirrgpractrces areused ] Cover and maintain durrpsters Place cantrois vrash; Discharce flours shoulc be kepi to the low aw ay Ir ort s iream 5 or sto rm dram inlets 10 r a uro ❑ Mairdain equipment properly dumpsteis under rooisor cover wrIh tar psor levels lypicallypossibiethrouchagardenhose Practices During Construction and equipm ent parking refueling and ro.ttine PREVENTION & WATERCOURSE ❑ Covermatenalsv�ntheyarenotinuse. 0aSresheebrigsecuredaroLrdMeoutsideof[he J Re-vegetation isanexcellenl form oferosion H,gherilowratesmaybeprohibitedbylocal Check for Sediment or Toxic Pollutants the are and equipment rnainlenance Contain GROUP , INCcontroIfor any site ordinance. J Remove exist in ve etation onl when b a area with tens, s. sand hags. pr other ■ dtrmpsEer hlerer clean outadumosterGyYosrragit .. g g Y b a rr fieTs ❑ lrajnsaeep atenaisagechanway fro estreets.storm �,fln the ccnstrLxlonsite absolutely necessary. Plant temporary ❑ Check for odors. discoloration or an oily sheen PROTECTION: drains anddraina chorines J Stare pesticides. fertilizers.and other 9e J Neverdischargepoe]I or spawateartoa 7 Maintain auvehictes and heavy equipment ❑ Place ortabletoilets awa frorr stormdrans chemicals indoors or in a shed or storage vegetation for erosion control on slopes or on groundwater. inspect Ire a enti for and repair ieaks Chapter 9.18 J Ensure dust control water [foesri t leave site eke P� rtabfetoiiets are m adunrk g street or storm drain; discharge to a p q y cabinet where construction is not immediate) planned-orCrscharge to storm dratrts portable � � sanitary sewer clean out. immediately J Perform m ajor maintenance, repair }obi one ctderCheckff�ueenllyforleaks. ❑ Ask your city inspector whether the vehicle and egL,,pmen; washin ofl-sil6, wnele Advance Planning To Prevent Pdlution 9 v Use pesticides sparingly according to J Sfpnssrble.when ernpty:ng a pouf or spa let ❑ Protect downslope drainage courses, rou ndwa#er must be tested b a Certified clean uo :5 easier 9.18.040 Discha a into the storm drain rohibited ❑ 5cheduleexcava@on and radix activities MalerialsrWasre liarxifing 9 y p gracing InstruCtl0IG on the lobe Rinsear-rpty chlorine dissipate for a few days and then streams, and storm drains with wattles. or for dryweather periods.Tc reducesoi LJ Practice Source Reduction--mnimzewaste laboratory Iryou mus:train and replace mutoroii radiator It is unlawful to cause, allow, or permit to be erosion a veer you Rsbma-.ecaieful containers and use rinsevyater as product. recycleifeuse waterby draining it gradually temporary drainage swales Use check dams or coora ni or cthei fluids on site use drip pans or pant temporaryvegetaton orplac_ yG p Y 9 Disposecfnnsed errpyConlainerslnthE pPttoalaadscapedarea drag cloths to Catch drips and spills Collect discharged, any discharge not composed entirely of otherermon controls before ra ribegm.Use ❑ Recycle excess ossible, p p ditches to divert runoff around excavations ❑ ❑epe nding on the test results, you m ay b e GY P trash Dispose esltadesas all saenl rru ds store in separate canlarners one i-re E+'osronindSec�nertC4Ird Mar ua', such asoxtcrete asphaJt scrap metal so vents, haza'dot,swaste J Da not use copper-based aigaecides. Refer to the Regional Water Quality Control allowed to discharge pum ped groundwater to properly dispose as hazardous wasse (recycle stormwater to the stcrrn drain system or to surface Ovate rs available from'he Regfonai Water Quality Teasers.clearedv tation paper rock and w hen ever o o s s rt)le t � � Controlalgae mr•Ih chlorine or other Boards Erosion and Sediment Corrfrai Field the storm drain OR you may be required to Corarol Board.as a reference vehicle rTonteenanae matertats writ as usQdcO. LJ in Cupertino,residents with curbside reevclin or to any location where it would contact or eventually be P g alternatves. such as radian bromide, Nlar�tral for proper erpsian and sediment control discharge to the sanitary sewer or collect and J Do not use d ies el oil to t Tic ate equipment ❑ Control the amount d runoff crossing your antifreeze.bartenees.and tires. can colle cl lawn. garden and tree trimmings t n parts ❑r clean e o is ip n ens use or. ly water f o r transported to surface waters, including flood plain areas, site(espeaalhydunng excavation')byusng ww.reduce%sesteorcl for into yardwaste toters.Yardwaste will be collected Filter Cleaning measures haul the water of/site for treatm ent and any onsae cfiean in unless specifically called out in the Murrci al Regional bermsortemporaryorgerrm%%drainage ;J Dispose ofallwastesproperty lUatenalsthat and composted by the city'sconlractors dis osaIatan a ro riatetreatmentfacilit 7 cover e, osed fifth wheel hitches and other p y p g ddchestoaveriwalernmvaroundthesite J Never clean a filter in the street orneara J Cover stockpiles and excavated soil with p pp p Y p cannot be Iecycledmusibetakentoan Residenlsare encoura ed to com st P oily or grey sy eo .,•pn, a n[ du -ing rain everts Permit as an exem t or mnditianall exe t discharge. Reduce slornvmterrunoffvelocities by appropir ate IardfiIIordsposedofas hazardous 9 ta storm drain. Rinse cartricge and secured tarps or plastic sheeting. p y ge. coristruc to an check darns or yardwaste on-site themselves. Or take ❑ when discharging to a storm drain. protect the 5 i► t� '� 1 waste.hk�lerbury veeste matEnalsor leave them diatomaCeoss earth fillers onto a dirt area, p ! Cleanup where appropriate. yardwaste to a landfill where it will be n the street ornearacreeltarstreambed. and spade filter residue into soil Gispos,,eF inlet using a barrier of burlap bags filled with J clean up spills irxt m e diaeely 9.1&070 Accidental Discharge composted Q ❑ Trainyvuremplayeesandsubcontractrxs Permits spent dialomaceousearlttin the garbage drain rock, or cover inlet with filter fabric ThecllyGanprt:7vkd2txr]Gtwresat7pullhese + J Never hose tlow n "du,y" pavementar All persons shall notify the ❑irector of Rblic Works J In addtron tobcal gradingandbuAding per nits ❑ Landscape contractorsshould ] if there is no suitable dirt area.call anchored under the grate. pern: eable sue fa ze s where Hu ,ds have sprliec sues for you to distribute to�%vrkers at your yuuAI need toobtarncoverage under the State's take clippings and pruning waste use dry d to an up methods ,absorbent immediately upon accidentally discharging pollutants of const=tlonsAe Inform ymrsubc-Wraclors GeneralComtructionActmty5torm�tiater Pemziif to a la Will that composts yard Cupertino8anttary br-instrudtonson m ate(,ais cat liner andrar rag s) >yhe never ++, a bout t tie st=vider reglsremenls and tt•eudischarging filter backwasn or nnsewater to passible a n d pro perly dispo se o t ab so Then i concern to enable countermeasures to be taken the acresur rlsmore.n site's malr in on t eGer* al Pe waste Rd,l New by a t-le and by ry own re.5pdruibfities use Bltiearir�r Tara dean acres or iheGeneraEPermit the sanitary sewer. ❑ Contact Cupertino Sanitary District at 253-7071 m arena is Bay.a catstruclicn best management ractices ZankerRd, landfill tie nearest) to minimize damage to storm drains and the receiving can beot�artedfrom#her2egionalWaterQu�iiy priortD discharging to the sanitary sewer_ J sweep up spirted dry iT, arepals immediately 9 CantrolBoars[_(TYscriteriawillchangetoone J Do not blow or rake leaves into Newer aitemptlo 'wash there, away" with wafer guzdeavaitabieat our8taldn Dept counter � waters. Irydal notification shall be followed, within five (5) acre as of Mar 21)03.) the street, or t,-Try Inem business days of the date of occurrence, by a detailed J Use as little water as possible fog dust cantiol Ensure water used doesn I leave silt or written statement describing the buses of the accidental discharge to storm drains discharge and the measu-es being taken to prevent future J C le an u p s p ills on dirt area s c y d '99 in g op and properly disposing nI can tar-sinated soil ocadrrences. Such notification wi it not relieve persons of Removal of BMP FaciIities J Collis 7 Tor significant spills liability far violations of this chapter or for any fines imposed ,,] If the spill poses a significant hazard to on the City on account Hereof under Section 13350 of the Fth propertyowner and the contractor share ultimate ies onsibilit for bun, or health and Safety property of the Califomia Water Code, or for vidation of Section 5650 of the y The Project Contractor is responsible environment you m rge also report it to the State Orrice of Emergency Services. Califomia Fish and WtldlifeCode, or any other applicable ■ provisions of State or Federal laws. activities that occur on a construction site. You may be held responsible for removal of all BMP Facilities 9_18.2A Violation* any environmental damage caused by your subcontractors or employees. located within the Public Right of Way Any person who vidatt� any provisilxl of this Chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1 -12 of the City of upon project final inspection . Cupertino Municipal Code. 10' Chapter 1.12: General Penalty, Section 1.12.010, Pay nti ng and '�' Roadwork Fresh ConCreto ❑uring Construction paragraph ❑, states*: de Storm Drain Pollution l� Don't mix up more fresh concrete or cement CUPERTINO Unless otherwise specified by this cede, an infraction is Application of from Roadwork and Mortar than you will use in a two-hour period. punishable by, Paint Removal a n ❑ set up and operate small mixers on tarps or Solvents an heavy plastic clop clotfts. 1 . Afine not to exceed $100 for a first violationp Road paving, surfacing• and pavement remove I Application :..] When cleaning up after driveway or sidewalk �+ J Paint chips and dust from non-hazardous Paving happen right in the street. where there are numerous Small Business CITY CENTER 2. Afine not to exceed $200 for a second violation dry stripping and sand blasting may be construction. wash fines onto dirt areas. not A���Ci , ■ins opportunities far a sphalt, saw-cut slurry, or �/�J 3. Afine not to exceed $500 far a third violation Of V swept up or collected rn plastic drop Cloths and down the driveway ❑r rn to the street or storm �--#��r�ous Waste disposed of as trash. excav ate dmaterialtoille gaily en ter storm drains Storm Drain Pollution from drain CUPERTINO, CA the same chapter within one year. Extra planning is required to store and dispose of J Chemical paint st n ppin g residue, and chips General Business Practices materials properly and guard against olluhon of J Protect applications of fresh concrete and Disposal Prgm P p y s g P Fresh Concrete and Mortar * and dustfrom marine aints, or paints mortar from rainfa II and runoff until the 9.1$.24U Civil penalty for illicit discharges p p storm dry ins creeks. and the Bay. Applications material has erred Storm Drain Pollution from Paints, containing lead, mercury or tributyl tin must J Develop and implement erosio nlsed ime nt p Businesses that generate less An person who discharges pollutants, in violation of this y � � � � be disposed of as Lead control plans for roadway embankments. Solvents, and Adhesives J Wash down exposed aggregatecancrete Chapter, by the use of illicit connections shall be civilly liable based paint removal requires a state-certified J Schedule excavation and radix work during Fresh concrete and cement-related mortars only when the washwater can 0l flow onto a than 27 gallons or 220 pounds All paints,solvents,and adhesives cants in grading g to the City in a sum motto exceed twenty-five thousand contractor dry weather. that wash into lakes, streams, or estuaries dirt area.(2) dram onto a bermed surface from Chemica€s that are harmful to wild in local Y During Tin Construction tru C ti0 n 9 toxic t fish d the aquatic which it Can be pumped and disposed of of hazardous Waste per moat per dollars day violation for each In which SUCK creeks. San Francisco Bay. and the Pacific Ocean J When stripping or cleaning building exteriors q P y per v on clay are o s an . J Check for and repair leaking equipment properly, or (3) be vacuumed from a catchment violation occurs. To>accnemicalsmaycomeframliquidarsolid with high pressure water block starmdrains. ❑ Avoid paving and seal Coating in wet environment. Disposing Of these materi2tts are eligible to use this program. roductsorfromcleani resduesorr s Paint Direct washwater onto a dirt area and spade .. Perform ma ore ui ment re airs at created by blocking a storm dram inlet If p rig ag sp I equipment P weather, or when rain is forecast. to prevent to the Storm drains or Creeks Can block necessary, divert runoffwith temporary berms r /�� 7O(� (� Job Number 7706.00 material and wastes.adhesives and cleaning fluids into scil.Or,check with CupedinoSanitary designated areas in your maintenance yard fresh materials from contacting stormwater storm drains. causes serious problems. and Make sure runoffdoes not reach gutter* or Call 408-299-7300 Excerpts - For complete CODE language refer to the should be recycled when possible. or disposed of District to find out if you can mop or vaaiurn the where cleanup is easier. Avoid performing runoff. is prohibited by law. storm d rains City ofCup edl no Municipal Code. properly to prevent these materials from flowing washwater and dispose of it in a sanitary equipment repairs at construction sites. for a quote. Drawn by into storm drains arid watercotlrses sewerdrain. Samplingof the washwater may ❑ Cover and seal catch basins and manholes J When breaking up pavement, be sure t❑ pick ..� When refueling or when vehiclelequipm ent when applying seal coat. slurry seal -og seal, up all the pieces and dispose of properly be required maintenance must be done on site designate a Rec cte large chunks of broken concrete. See 9 or rim filar materials. General Business Practices Y g checked by ❑ Washwater from painted buildings loca do n away fro m storm drain s an d creeks vwww red ucewaste org for info on recyclers. constructed 6efore1978 rancontainhgh ❑ Protect drainage ways by using earth dikes. J Wash out con cretemixersonly in designated J Do not use diesel oil to lubricate equlpm ent sand bags• or other controls to divert or trap washout areas in your yard. away from storm ❑ Never bury waste material Dispose of small C u p e rtin o Handling Paint Products arnouMsof Lead,even if paint chips are not arts or clean equipment drains and waterways. where the water will flow amounts of excess dry concrete. grout and Scale resent Before u begin stripping inl or pand filer runoff y Building Dept: P you e9 Pp 9 Pa mortar in the trash ❑ Keep all liquid paint products and wastes cleaning fe-1978twildin exteriors with water J Recycle used oil, concrete. broken as halt. into a temporary waste pion a dirt area Let 408-777-3228 rig P 9 P © Never wash excess material from exposed- Water percolate through soil anddlspose of Public Works Dept: away from the gutter,street, and storm under high pressure. test paint for lead by etc. whenever possible or dispose of properly. aggregate concrete or similar treatments into J Never dispose of washout into the street. Date 6/02/21 drains. settled, hardened concrete as garbage. storm drains, drainage ditches. or streams 408-777-3354 taking paint scrapings to a local laboratory. (www.recyclestuff.com for list of recycling a street er storm drain Collect and recycle. or 1Nheneverpossible, recycle washout by Santa Clara County awe at Pages for astate-certified com pa nies.) d is pose to d in a rea p pumping back into mixers for reuse Revisions ry.) R ecycling Hotline: Painting Cleanup ❑ Cover stockpiles (asphalt sand etc ) and J wash out chutes onto dirt areas that do not 800-533.8414 J If there isloosepainton the building, orifthe Other construction materials with plastic tarps flow to streets or drains w w w.red u c e w a•. . J Never clean brushes or rinseAaint paint tests positive for lead black storm A s p h aft/Co n c re to Removal Protect from ra infalk and prevent runoff with J Always store both dry and wet materials n. www.recyclestuff.com containers into a street,gutter, storm drain. drains.Check with Cupertino Sanitary District temporary roofs or plastic sheets and berms under cover, r �+ J Avoid creating excess dust when breaking as protected rainfall and runoff Small Business Hazardous Waste: French drain,or creek. bo determine whether you may discharge water _4 R r 408-299-7300 or concrete. ❑ Park paving machines over drip pans or and away from storm drains or waterways. Co the sanitary sewer,or if you must send it Protect dry materials from wind ❑ Fo r wate r-ba sed paints.paint out brushes to offsite for disposal as hazardous waste. J After breaking up old pavement. be sure to absorbent material (cloth rags. etc.) to catch }}I Cupertino Sanitary Sewer D is tr the extent possible,and rnw into an inside drips when not in use ❑ Secure bags of cement after they are open. CITY Of 408-253-7071 remove all chunks and pieces. Make sure CUPETINa sink drain that goes to the sanitary sewer Be su re to keep wind-blown cement powder broken paver, ent does not corn a in contact ❑ Clean up all spills and leaks using 'dry' Santa Clara Vane Urban Runoff Paint Disposal, Return or Donation away from streets,gutters, storm drains, r' Y Ll Foroi4-based pairrts. paintautbrusines to the with rainfall or runoff methods (with a bsorbe nt materials and/or rain#aft. and runoff Pollution Prevention P rgm extent possible and clean with thinner or J Dispose of unwanted liquid paint thinners. J When making saw cuts. use as little water as rags). ordig up. remove. and pr ape rly dispose `- 800-794-2482 solvent. Filter and reuse tninners and solvents solvents. lues.anddeanin fluids as J Do not use diesel fuel as a lubricanton g g possible. Shovel or vacua m saw-cut slurry and of contaminated soil where SSikJe pis q concrete forms to or trailers po pose of excess fi aids and hazardous v+�ste(call the Small Business Sheet Title State office of Emergency residueasha�rdous was te. Hazardous U�lastePrgm:299-730D). remove from the site. Cover or protectstorrn ❑ Collect and recycle or appropriately dispose of Services drain inlets during saw-cutting. Sweep up. and excess abrasive gravel or sand . ??? 1 -800-852-7550 24 hrs LJ Whenthorougnlydry. emptypaintcans. used J Or Return to supptrer• (Unopenedcansofpaint properly dispose of. all residues pp y { 1 ❑ Avoid over-a application b water trucks for dust brushes_ rags and drop dothsmaybe may be able to be returned. Check withlhe ❑ Sweep. never hose down streets to clean up control. CUPERTINO Report spills to 91 1 disposed of as garage vendor regarding its"bLy-back"policy) tracked dirt. Use a street sweeper or vacuum J ❑onateexcesspaint(call299-73GOtodonate.) truck Do not dump vacuumed liquor in storm _ 5:enl:sClxrtVtllev CONSTRUCTION BEST drains. If- I rhuti Rlntnff Pnlimion Prwcniion Program, MANAGEMENT PRACTICES UPDATED 51 PTEMBER 2016 APPROVE _ _ SHEET: Cr :[�UrrN � w �� CrIN � �, w �� ��� ��FJ31ONNTI ID Sheet Number 9/1 {7F SHF.FT5 CONSTRUCTION BEST MANAGEMENT PRACTICES TiMM BORDEN, R=45612 DATE DEPARTMENT OF PUBLIC WORKS L-5 DIRECTOR OF PUBLIC WORKS Of Sheets