DIR-2015-30b CITY OF CUPERTINO �
10300 Torre Avenue, Cupertino, California 95014(408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Coirunissioners
From: Aarti Shrivastava,Assistant City Manager and Director of Community Development ,�
Prepared by: Gian Paolo Martire,Assistant Plaruler
Date: December 21, 2015
Subject: Director's Minor Modification, DIR-2015-30, to allow site accessibility improvements,
electrical vehicle charging stations and modifications to the drive aisle located at 10101 Bubb
Road (Apple).
Chapter 19.164 of the Cupertino Municipal Code allows for admuzistrative approval of
minor changes in a project. The Director reports their decision to the Ciiy Council and
Plannulg Commission in time to allow an appeal of the decision within fourteen
calendar days.
DISCUSSION
The applicant, Victoria Ng, representing Apple, Inc., is proposing site modifications to an existing
office building located at the above referenced address. The project includes the following changes:
• New accessible path of travel that includes new curb ramps and restriping of existing stalls to
conform to ADA requirements.
• Re-striping of parking stalls resulting in an addition one parking space.
• Minor landscape addition to include two new Fruitless Olive trees and seating area at the main
entrance.
• Addition of eight(S) Electrical Vehicle charging stalls.
• New Class I bicycle storage lockers and Class II racks to accommodate 14 bicycles.
• Modification of door locations along the south and west elevations, and the main entrance.
A retroactive tree removal permit (.TR-2015-69) was submitted for the removal of an existing
development tree (5" Bronze Loquat Tree) located at the entry of the building. It will be replaced with
two sixfy inch box Fruitless Olive trees.
ACTION
The Director of Community Development deems the modification minor and approves the project with
the following conditions of approval:
DIR-2015-30
10101 Bubb Road Page 2
1. APPROVED EXHISITS
Approval is based on exhibits entitled: "Bubb 04 Tenant Improvements Apple Inc." prepared by
Nterra Group, dated December 17, 2015, consisting of nineteen sheets labeled C000, C100 — C103,
C200, C300, C301, C400,L1.0,L2.0,L3.0,L4.0, L4.1, L5.0,L5.1,A10.10,A10.11, and A10.12.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the first page of
the building plans.
3. BUILDING PERMITS
The applicant shall consult with the City Building Division to obtain the necessary building permits
for the proposed project.
4. CONSLTLTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the
proposed project for additional conditions and requirements. Any misrepresentation of any
submitted data may invalidate an approval by the Communify Development Department.
5. ACCURACY OF PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage,
any relevant easements and/or construction records. Any misrepresentation of any property data
may invalidate this approval and may require additional review.
6. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless fihe City, its City
Council, its officers, employees and agents (the "inderrulified parties") from and against any claun,
action, or proceeding brought by a third party against the indeirulified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The Ciiy may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
7. NOTICE OF FEES,DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a sfatement of the amount of such
fees, and a description of the dedications, reservations, and other exactions. You are hereby further
notified that the 90-day approval period in which you may protest these fees, dedications,
reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If
you fail to file a protest within this 90-day perio.d complying with all of the requirements of Section �
66020,you will be legally barred from later challenging such exactions.
DIR-2015-30
10101 Bubb Road Page 3
This approval of the modification is effective December 21, 2015. The fourteen calendar day appeal
period will expire on January 5, 2015.
Enclosure:
Plan set
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1Q107 Buhh Road
Cupertmo,Cali(umia 95014
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DIRE�TQR`S MIf�OR MODfFICAT101� 12.17.15
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NTERRA GROUP
1 155 N.FRST ST.:214
PROJECT TEAn/I DIRECTORY � �:,"'°`�,��°5„2
OWNERSHIP CONSTRUCTION ARCHITECT CIVIL DESIGN LANDSCAPE DESIGN
Apple Inc. SC Builders Gensler Nterra Group Reed Associates Landscape Architecture
1 Infinite Loop,MS 119-DDC 900 Thompson Place 2 Harrison Street,Suite 400 1155 North First Street,#214 477 5.Taaffe Street _
Cupertino,Ca 95014 Sunnyvale,Ca 94085 San Francisco,Ca 94105 San Jose,Ca 95112 Sunnyvale,Ca 94086
Contact: �ctoria Ng Contact: Mike Soik Contact: Bert de�terbo Contact: Bryan Carrera Contact: Paul Reed
Phone: 917.566.0765 Phone: 415.328.0688 Phone: 415.836.4526 Phone: 408.610.9958 Phone: 408.481.9020
Email: victoria_ng@apple.com Email: msoik@scbuilders.com Email: bert_deviterbo@gensler.com Emaii: bryan@nterragroup.com Email: ralainc@mindspring.com
PROJECT SHEET INDEX VICINITY MAP PROJECT DATA TABLES
:�„�
DRAWING INDEX
` \ ` SITE INFORMA'PIOf�! EXISTI(dG PROPOSED
�_\��%�_�.1\—\` '\1 J �^t �i�. ,� , ��- �l ��`��, `'`? ` 0
�� � '� r- �� . ` �i i`t� '� \� SITE COVERAGE 42,346t sq.ft. No change S�pZ ��. � a
m � - ,5 ' ,�5 ' 1 , ' �"� TOTAL HARDSCAPE AREA 39,910t sq.ft. 39,3Q9t sq.k. ��
, ,_J
W y z ,�'r` � �4 _� �` t-• � ' ��i!�1<<���.,,i,� TOTAL SOFTSCAPE AREA 2,436t sq.ft. 3,037t sq.ft. 't;. �
m W N � '� ,1 ti�- � ava�' � \�� \ - � '�"�j��r"-;�I
� � m r ��.` �°�»� ���`��t`t i�r ���\�1 P"y� /�,��•ta.,�7'*e..��.�---"'-
z � �^ , �_ i � -{ t `��/✓ � � �:,y�1; GENERAL PLAN DESIGNATION B-Office/Lab No change �.dS'L��.'�'
Ci� Cu _ �;
c9�; . . t, l �-_ .r-- \ T �X '��l }�«4 1 11 � ��� -
z_ �, ,__ � - r ; ,.� l �. ��i; ,� ,Q ZONING DESIGNATION Light I�dustrial No change
W W i� t s�evens a x eme "" '_ �_.,.. ��.'�_..-%�{ ,41 i.� �-�_— ���—
� � g o :,%" r---- ;. � DAYS OF OPERATION Monday-Friday No change
tirt� �� ��_ ' -"-`��'�-'�,���i�jj��,�� STANDARD SPACES 41 stalls 42
� � PROJECT�� � ;���; !; ACCESSIBLE SPACES 02 stalls 02 statls
�ocnnoN,.
�D PROJECT COVER SHEEf • `i'_ � � ��a A e y;`�:`� ,•' ��1�\�,'i
�� i �� ,;���� i TOTAL PARKING SPACES 43 stalls 44 stalls
1 COVER SHEEf GENERAL NOTES • �I , { I I :Q I� � .�t. � � �
i s 5/ `,``� TOTAL BUILDING FLOOR AREA 15,590t sq.ft No change
C101 CONSTRUCTION DETAILS • ` ��""°"�'re — � :S` � ,k ` \i '��\t`\i;,,
C1o2 CONS7RUCnoN DEfNLs • Fk .— , ' ,..� � ?`', t-,`1 ��, ��\1���, FLOOR AREA RATIO(FAR) 0.37 No change
C103 CONSTRUCTIONBESTPdANAGEMENTPRACTICES • � �'
_ ,� ; �" , '-9"'`�""� t �;' 1'�, `����t:,. BUILDINGHEIGHT 18'-8" Nochange
-���� \���� ` ' BUILDING OCCUPANCY B B
C200 SITEDEMOLITIONPLAN • i - '� ' �1`�,.�,, l, "�`. �`
i � � I � �i 1\.-..,... � � De AnZa Colle9e Dex�ption
C300 OVERALLSfTEPLAN • �'_�- .1 � i �� Ir�om
tm` 1\;,.
C301 HORIZONTALCON1ROl&LAYOUTPLAN � 4 : ��A ,` `�\ � ``\ A 023.15 ADDENDU67A P�CCOMMENT5
i;j-P
i'-�:�_....�.�.j;j._......_.._..�..;.......�...< ..;-- - -a-- �\ '�g-" \t. 11.64.15 ISSUEFORBID-PATIOIMPRS.
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C400 FlNE GRADING PLAN • -- �� '-g � _ c n
�... Sa�Femvid Ave � �✓ '� g— �\\.,
',. 1 I. ' ' �\�:
L1.0 LANDSCAPE LAYOUT PLAN • -^ �l-. , t � `� �-+ .. ��.`';, NOT TO SCALE
�.o LANDSCAPE IRRIGAIION PLAN • P R O J E C T D E S C R I P T I O N
L3.0 PLANTING PLAN •
L4.0 LANDSCAPE CONSTRUCiION DETAILS •
L4.1 LANDSCAPE CONSTRUCTION DEfAILS •
L5.0 LANDSCAPE SPECIFICATIONS •
�.� GENERALAPPLELANDSCAPENOTES • TH15 APPLICATION IS FOR PLANNED TENANT IMPROVEMENTS WHICH
INCLUDE THE DEMOLITION OF INTERIOR FEATURES,MODIFICATIONS TO
a�o.�o EXTERIORELEVATIONS • EXTERIOR DOOR LOCATIONS AND NEW INTERIOR TENANT IMPROVEMENTS.
A1Q:11 EXT[RIORELEVATIONS •
A10.12 ENLARGED FXTERIOR ELEVATIONS •
SITEWORK INCLUDES NECESSARY ACCESSIBILITY IMPROVEMENTS,
ISeaIlSign�ture
LANDSCAPE UPGRADES,NEW ELECTRIC VEHICLE CHARGING STATIDNS AND
RELATED WORK. �QepOa�o�o,y�
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SITE ACCESSIBILITY NOTES GENERAL PROJECT NOTES LEGEND SHEET INDEX �
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1. ALLSITEWORKSHALLBEINCONFORMANCEWITHTRLE240FTHECALIFORNIAADMfNIST�RATNECOOE,THE f. INTEIJTIONALLYOMITfED. LINETYPE ABBREVIATION DESCRIPTION � ��:��
AMERICANS WITH OISA8ILITIES ACT ACCESSIBILfIY GIJIDELINES(ADAAG),THE 2013 CALIFQRNIA BUILDING CODE 2 7}{E ORGANIC MATERIAL COVEWNG THE SITE SHALL BE STRIPPED AND STOCKPILED.THE STRIPPINGS SHALL BE 41 ''-P
AND ANY LQCAL OR STATE AMENDMENTS THEREOF.
USED TO BACKFILL ALL LANDSCAPE PLANTERS AND ROUGH GRADE MOUtJD AREAS,AS SHOWN ON LANDSCAPE -- PL EXISTING PROPERTY LINE � R`�.. �
2 ALL PEDE5TRIAN SURFACES SFiALL BE STABLE,FIRM,AND SIIP RESISTANT.SURFACES WITH A SLOPE OF LESS DRAWINGS,TO WITHIN 0.1'OF GRADES SHOWN.EXCESS S7RIPPINGS AND FXCAVATED MATERIAL SHALL BE Z
EXISTING ADJACENT PROPERTY LINE 'L
THAN 645 SLOPE SHALL BE AT LEAST AS SllP-RESISTANT AS THAT DESCRIBED AS A MIDIUM SALTED FINISH. REMOVED FROM THE SlfE BY THE GRADMG CONTRACTOR. --' Appk:Bubb 4
SURFACES WITH GREATERiHAN A 6%SLOPE SHALL BE SL1P RESISTANT. 3. ADJUSTMENTS TO BUILDING PAD ELEVATIONS OR PAF2ICING LOT GRADES TO ACHIEVE EARTHWORK&4LANCE SHALL y �
CL STREET CENTERLINE or MONUMENT LINE r- 1Dt01 Bu66 Road
3. A LEVEL AREA IS DEFlNED AS A SPECIFlED SURFACE THAT DQES NOT HAVE A SIOPE IN ANY DIRECTION BE AM1A�E ONIY WITH APPROVAL OF THE ENGINEER z �
W � Cupr,tTo,CaGtomia95014
IXCEEDING 1:50(2%SLOPE).SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE ---- --- - - EXISTING EASEMENT g
THE P+tINIMUM POSSIBLE AND SHALL NOT IXCEEO 1:50(290 SLOPE)IN ANY DIRECTION.
4. COMPACTION TO BE DETEF2MINm USING ASTM D1557-LATEST EDITION_ � o O
5. 7HE TYPES,LOCATIONS,SIZES AND10R DEPTHS OF IXISTING UNDERGROUND UTILITIES AS SHOVJN ON THE BUILDING LINE m F U ¢
WALKS AND SIDEWALKS: W g � a �.�.1'
IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY.THE CONTRACTOR IS � J � p
CAUTIONED THAT ONLY ACTUAI EXCAVAl10N WILL REVEAL THE NPES,EXTENT,SIZES,LOCAiIONS AN�DEPTHS NEW VERTICAL CURB � H w� Q' m
4. A WALK IS DEFINED AS A SURFACED PEDESTRIAN WAY NOT LOCATED CONTIGUOUS TO A STREET USED BY THE OF SUCH UNDERGROUND UTILfTIES.(A REASONABLE EFFORT HAS BEEN PM�E TO LOCATE AND DELINEAiE ALl � � � �
PUBLIC.A SIDEWALK IS DEFINED AS A SURFACED PEDESTRIAN WAY CONTIGUOUS TO A STREET USED BY THE � .�� ��
PUBLIC. KNOWNUNQERGROUNDUfILIT1ES.)HOWEVER,THEENGINEERCANASSUMENORESPONSIBILITYFOR7HE -------- -- NEWCURBBGUTfER W w �� o o �o
COMPLEfENESS OR ACCURACY OF THE�ELINEATION OF SUCH UNDERGROUND UT1LfilES WHICH MAY BE w W w m W� w�'•
ENCOUMERED,BUT WHICH ARE NOT SHOWN ON THESE�RAWINGS. �--"'---- EDGE OF PAVEMENT = _ �� o cv �S
5. WALKS AND SIDEWALKS SFIALL HAVE A CROSS SIOPE THAT DOES NOT EXCEED 7:50(2%SLOP�.THE SLOPE IN � � y� Q c
TIiE DIREC710N OFTRAVE�SHALL BE LESS THAN 120(5%SLOPE),UNLESS OTHERIMSE INDICAiED AND SHALL 6. COMRACTOR TO VERIFY NLL D(ISTING IhVERT ELEVATIONS FOR STORM DRAIN AND SANRARY SEWER NEW CONCRETE SIDEWALK
HAVE A CONTiNUOUS COMMON SURFACE NOT INTERRUP7E0 BY STEPS OR BY ABRUPT CHANGES IN LEVEL CONSTRUCTION PRIOR TO ANY SITE WORK ALL WORK FOR STORM AND SANITARY INSTALLATION SHhLL BEGIN AT C1�0 COVER SHEET-GENERAL NOTES • • � •-
DCCEEDING 121NCH AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. TH[�OWNS7REAM CONNECTION POINT.THIS WILL ALLOW FOR ANY NECGSSARY ADJUSTMENTS TO�E MA�E �- C101 CONSTRUCTION DEfA1LS • • �
6. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 601NCHES BY 60 INCHES AT A DOQR OR GATE PRIOR TO THE INSTALLATION OF THE ENi1RE LINE_IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM '' NEW!REPLACED CONCRETE IdT E R RA G R O U P
THAT SWINGS TOWARD THE WALK,AND NOT LESS 7HAN A8 MCHES WIDE BY 44 INCHES DEEP AT A DOOR OR GATE CONNECTION POINT AND WORKS UPSTREAM,HE SHALL PROCEED AT HIS OWN RISK AN�BE RESPONSIBLE FOR C1Q2 CANSTRUCTION DETAILS • • � 1155 N.HRST ST.�214
THAT SWINGS AWAY FRQM THE WALK.SUCH WALKS SHALL EXTEND 241NCHES TO THE SIDE OF THE STRIKE EDGE �Y ADJUSTMENTS NECESSARY. - NEW GROUNDCOVER SAN JOS[,CA 45i 12
C103 CONSTRUCTION BEST MANAGEtAENT PRACTICES • • •
OF A DOOR OR GA7E THAT SWINGS TOWARD THE WALK 7. SHOULD DISCREPANCIES EXIST BERNEEN THE ACTUAL ELEVAT10N5 AND LOCATIONS OF EXISTING UTILfTY
CURB RAMPS: CONNECTIONS AND THOSE AS SHOWN ON THESE PLANS,7HE CON7R.4CTOR 5liALL NOTIFY THE ENGINEER BEFORE AC GRIND/OVERLAY
ADJUSTING UTIL(TY DESIGN. C2QD SITE DEFAOLfiION PLAN • • �
7. A CURB RAMP IS DEFlNED AS A SLOPING PEDESTRIAN WAY,INiENDED FOR PEDESTRIAN TRAFFIC,WHICH g. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING U71LRY AN�SEWFR LINES WHERE THEY ARE TO BE HANDRAIL
PROVIDES ACCESS BEf WEEN A WAIJC OR SIDEWALK AND A SURFACE LOCATED ABOVE OR BELOW AN ADJACENT CROSSED ABOVE OR BELOW BY THE NEW FACILffY BEING CONSTRUCTED IN ORDER TO VERIFY THE GRADE AND TO
CURB FACE,AS DIFFERENTIATED FROM A FL41dP. ASSURE THAT THERE IS SUFFlCIENT CLEAfiANCE.IF THE CONTRACTOR REQUIRES ASSISTANCE HE SHALL CALL THE .� , CURB REPLACEMENT/INSTALLATION
C300 OVERALL SfTE PLAN i • �
B_ CURB RAtdPS SHALL BE A MINIMUM OF 4 FEET WIDE WITH A SLOPE NOT D(CEEOWG 1:12(8.33%SLOP�. ENGINEER AND RE�UEST A SURVEY CREW TO MAKE THE�EfERMINATION.PIPE SHALL NOT BE STRUNG NOR - " �- WfTH AC PLUG
TRANSITIONS FROM RAMPS TO WALKS,GUTiERS OR STREETS SWlLL BE FLUSH AND fREE OF ABRUPT CHANGE. TRENCHING CO��AMENCED UNTIL ALL CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE_IF THE CONTRACTOR C307 HORIZONTAL CANTROL 81AYOUT PLAN • � •
FAILS TO FOLLOW THIS PROCEDURE,HE WILL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR MATERIAL
MAXItdUM SLOPES OF AN ADJOINING GUTfER,ROAD SURFACE U7MFDIAiELY ADJACENT TO THE CURB RAMP,OR REQt11RED IF h70DIFICATI0N5 TO THE DESIGN ARE NECESSARV. ������������ ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE ROUTE SHALL NOT IXCEED 1:2l1(5NO SLOPE)WITHlN 4 fEE!OF THE TOP AND BOTTOId OF THE CURB
FiAMP.THE SLOPE OF THE FANNED OR FLAREO SIDES OF CURB RAMPS SHALL NOT EXCEED 1:10(10%SLOPE). g 7F{E COKT�RACTOR SHALL SEf HIS STRMG OR WIRE THROUGH AT LEAST THREE GRADE STAKES TO VERIFY THE RETAINING!LANDSCAPE PIANTER WALL �00 fINE GRADING PLAN • • •
9. A LEVEL LANDING 4 FEET DEQ'SFVILL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER fTS FULL GRAOE.IF THE STAKES DO NOT PRODUCE A UNIFORM GRADE,NO71FY THE ENGINEER IEAMEDIATELY AND HAVE THE
� W�DTH TO PERMR SAFE EGRESS FROt.1 THE RAMP SURFACE,OR THE SLOPE OF THE FANNED OR FLARED SIOES GRADES CNECKED PRIOR TO TRENCHING.
OF THE CURB RAMP SHALL NOT EXCEED t:t2(B.33%SLOPE). 70.STORM DRAIN PIPES DESIGNATm AS'SD"FROtv14'T024'IN DIAMETER SHALL BE SDR�S P.V.C.(GREEN-TITE PIPE
BY MANVILLE OR APPROVED EQUAL),CLA55 HDPE SMOOTH INTERIOR PIPE PER ASTM D3212�HANCOR SURE-LOK UNETYPE ABBREVIATION DESCRIPTION
10. 7RANSffIONS FROM RiV�1PS AND LANDING TO WALKS,GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF yyT p�PE OR APPROVED E�UAL WITH CLASS 1 BACKFILL OR DUCTILE IRON PIPE D I P IF SPECIFlED ON PLANS.NO
ABRUPT CHANGES. � (-�-�•
MATERIAI SUB51"ITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE_ANY PIPES LARGER THAN 24'IN DIAMETER 100.00 SPOT ELEVATION P U B L I C W O RKS G E N E RAL N OT E S
'I'I. MAXIMUM SLOPES OF ADJOINING GUTTERS,THE ROAD SURFACE IMME�IATELY A0.IACENT TO THE WRB RAMP, SHALL BE CLASS III REINFORCED CONCRE7E PIPE(R.C.P.).HDPE AND P.V.C.PIPE SHALL ONIY BE USED WHEN THE
OR ACCESSIBLE ROUTES SHALL NOT EXCEED 5 PERCENT WITHIN 4'-0'OF THE TOP AND BOTTOM OF THE CURB MANUFACTURER RECOMMENDATION REQUIREMENTS pRE MEf.PIPE t.1ADE OF ANY OTHER WATERIAL MAY BE USED W y� DOMESTIC WATER
Rqpr1P ONLY AFfER APPROVAL OF THE ENGINEER.
FS FS FIRE SERVICE 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER ANDIOR CONTRACTOR OF THE
12 TIiE EDGE OF THE DEfECTABLE WARNING SURFACE NEARESTTHE STREET SHALL BE BEf WEEN 6'AND 6'FROP.1 »-ALL UTILITY STRt1CTURES INCLUDING,BUT NOT LltAffED TO MANHOLES,CATCH BASINS,WATER VALVES,FIRE RESPONSIBIL(TY FOR THE CORRECTIONS OF MISTAl�S,ERRORS,OR OMISSIONS CONTAINED THEREIN.IF
THE GUTTER FLOWIJNE. HYDRANTS,7ELEPHONE AND EIECTRIC VAULTS AN�PULI BQXES THAT LIE WITHIN AREAS EFFECTED BY WORK ON E E UNDERGROUND ELECTRIC DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS,PUBIIC INTEREST REQUIRES A MODIFlCA710N
THIS PROJECT StiALL BE ADJUSTED TO GRADE BY THE CON7RACTOR OR THE RESPECTNE UTILITY COMPANY.THE OF10R A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATIQN OR THESE IMPROVEMENT PLANS,THE
73. ACCESSIBLE RAPAPS SHALL HAVE A 12'iMDE BORDER WITH 1f4'GROOVES APPROXIMATEIV 314'O.C.,SEE CONTRACTOR IS RESPONSIBLETO AFFECT COORDINATION. G G NATURAL GAS CIN ENGINEER SHALL HAVE TNE AUTHORITY TO RE�UIRE SUCH MODIFICATION OR DEPARTURE AND TO
GROOVING DETAIL THE SURFACE OF 7HE RMAP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEKfURE SPECIfY THE MANNER IN WHICH THE SAME IS TO 8E COMPLE7ED,AT THE SOLE EXPENSE OF THE OWNER
ROUGHER THAN THE SURROUNOING SIDEWALK. '12 ALLAREAS TO BE GRADED AT i%PAINIMUM FOR DRAlNAGE EXCEPT ALONG FLOWLINE OF CURB AND GUTTER OR ANDIOR CONI'RACTOR
VALLEYGUTfER,ASSHOWN. T T TELEPHONE/COMMUNICATIONS
74. IF LOCATED ON A CURVE,THE SIDES OF THE RAMP NEED NOT BE PARALLEL,BUT THE MINIMUM WIDTH OF THE �3.CON7'RACTOR SHALL GRA�E EVENLY BETWEEN SPOT ELEVATIQNS SHOWN. JT JT JOINT TRENCH 2- CONTACT PUBUC WORKS,(408)7TIJ164,FOR INSPECTION OF GRADING,STORM DRAINAGE,AND PUBLIC
RAldP SHALL BE 4'-0'. IFAPROVEMENTS.
15. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EX7ENDS 7HE FULL WIDTH AND MIN.DEPTH �4.PROPOSED SPOT GRADES(ELEVATiONS)SHOWN HEREON ARE FINISHED PAVEMENT GRADES,NOT TOP OF CURB SD SD STORM DRAIN 3. ALL PUBLIC IMPROVEtdENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
Of THE RAMP.DETECTABLE WARNING SURFACES SHALL CONFORM TO TNE DEi'AILS ON THIS PLAN AND GRADES,UNLESS NOTED OTHERWISE
CAfJFORNIA BUIIDING CODE.DIMENSIOIJS AND PLACEMENT OF DOMES SHALL COMPLY WI1N THE MOST CURRENT SS SS SANRARY SEWER LINE 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROlAP1D INSURING THE AREA ADJACENT TO THE WORK IS
CALJFORNIA BUILDING CODE REQUIREMFN-TS,AS PMNDATED BY THE IOCAL JURISDICATION. 75.ESTIMATED EARTHWORK�UANTTTIES:EARTHWORK QUANTITIES SHOWN(IF AN17,OR OTHERWISE SUPPLIED BY LEFT IN A CLEAN CONDI770N.
THE ENGINEER,ARE APPROXIMATE ONLY AND SHOWN FOR THE PURPOSES OF CALCULATING GRADING PERMIT NZ N2 NITROGEN PIPE LINE
16. UTILITY PULL BOXES,MANHQLES,VAULTS AND ALL OTHER UTILITY FACILITIES IMTHiN 7HE BOUNDARIES Of THE FEES.THE ENGINEER ASSUMES NO LIABIIJTY FOR THE ACCURACY OF THESE DUANTITIES. 5. CONTRACTOR SHALL REVIEW CIIY DETAIL 6-4 ON TREE PROTECi7�N PRIOR TO ACCOMPI.ISHWG ANY WORK
CURB RA�dP SHOUID BE RELOCATED OR AD.IUSTm TO GRADE BY PRIOR TO,OR IN CONJUNCTION WITH,CURB FO FO FIBER OPTIC CABLES OR REMOVING ANY 7REES.
RAMP CONSTRUCTION. '16.WHEN A GRADING PERMIT IS ISSUED ON 7HI5 PROJECT THE AGENCY APPROVAL APPLIES ONLY TO GRADING.THE
CONTRACTOR IS RESPONSIBIE FOR SECURING ALL OTHER NECESSARY PERMRS TO ACCOMPLISH PROPOSED SITE 6. UTILIZE BEST MANAGEMEM PRACTICES(BMP'S),AS REOUIRED BY THE STATE WA7ER RESOURCES
RAMPS: WORK.IT IS S7RONGLY RECOIvIPdENDED 7HAT THE CONTRACTOR OBTAIN ALL NECESSARY 11NDERGROUND PERMRS COMROL 80ARD,FOR ANY ACTNITY,WHICH DISTURBS SOIL
BEFORE ROUGH-GRADING 7HE SITE,AS REVISIONS TO UNDERGROUND FACILIl1ES MANDATED BY PLAN CHECKING TO P O G RAP H I C S U RV EY N OT E S
77. A RAMP IS DEFlNED AS A WALKING SURFACE WHICH HAS A RUNNING SLOPE GREATER THAN 12D(5%S�OP� AGENqES MAY SUBSTANTIALLY EFFECT GRADING INCLUDING FINISHED FLOOR ELEVATIQNS. 7. A WORK SCHEDULE OF GRA�ING AND EROSION 8 SEDIMENT COtJTROL PLAN SHALL BE PROVIDED TO THE
INTENDED FOR PEDESTRIAN TRAFFlC AND AS DIFFERENTIATED FROM A CURB RAMP.ANY ACCESSIBLE ROUTE OF ClfY ENGWEER 8Y AUGUST 15.NO HILLSIDE GRADiNG SHALL BE PERFORMED BETWEEN OCTOBER t AND
7RAVEL SHALL BE CONSIDERED A RAI'AP IF RS SLOPE IS GREATER THAN 120 5%SLOPE. �7.THE CONTFtACTOR SHALL VERIFY THE CONTENTS AND THICKNESSES OF THE BUILDING SLAB SECTION IE:
� ) � 7. THIS iS NOT A BOUNDARY SURVEY.NO 1IA81LITY IS ASSUMED BY THE ENGWEER FOR THE EXISTENCE OF ANY �RIL 15.
CONCRETE,SAND,ROCK)WITH THE STRUCTURAL PLANS ANO THE ELEVATIONS SHOWN HEREON PRIOR TO
COMMENCEMENT OF GRADING OPERATIONS. EASEMENT,ENCUMBRANCES,DISCREPANCIES IN BOUNDARY OR T7TLE DEFECTS NOT PAENTIONED IN SAID
, 78. F2AMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48 INCHES,UNLESS REQUIRED TO BE WI�ER BY SOME OTHER DOCUMENiS AND THEREFORE NOT SHOWN ON THIS ORAWING_ - ' '
PROVISION OF THE CODES IN EFFECT.TNE MAXIMUM SLOPE OF A RAMP SHALL BE 1:12(8.33%SLOPE).THE �g,q�L WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE O.S.HA.REGUlATIONS.
MAXIMUM RISE FOR ANY RUN 51NLL BE 30 INCHES.THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO 9. TO INIIIATE RELEASE OF BONDS,CONTACTTHE PUBUC WORKS INSPECTOR FOR FINAL INSPECTION.
GREATER THAN 1:50(2%SLOPE). 2. THE TYPES,LOCATIONS,SIZES ANDfOR DEPTHS OF IXISTING UNDERGROUND U17Lff1E5 AS SHOWN ON THIS
19.CONSTRUCTION CANiRACTOR AGREES THAT IN ACCORDANCE WfM GENERAILY ACCEPTED CONSTRUCTION TOPOGRAPHIC SURVEY V4ERE OBTAINED FROM SOURCES OF VARYING RELIABIUTY.THE CONTRACTOR IS CAUTIONED
79_ LEVEL RAMP LANDINGS SHALL BE PROVIDED ATTHE TOP AND HOTTOM OF EACH RAMP_INTERMEDIA7E LANDINGS P�CTiCES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RE5PONSIBILJTY THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES,IXTENT,SIZES,LOCATIONS AND DEPTHS OF SUCH .
SHALL BE PROVIDE�AT INTERVALS NOT IXCEEDING 301NCHES OF VERTICAL RISE AND AT EACH CHANGE OF FOR JOB SITE CONDRIONS DURING THE COURSE OF CANSTRUCTION OF TNE PROJECT,INCLUDMG SAFETY OF ALL UN�ERGROUND UTILITIES.(A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNKNOWN
OIRECTION.LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH PERSONS AND PROPERTf;THAT THIS RE�UIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNDERGROUND UTIUTIES.)HOWEVER,TNE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR 7HE COMPLEfENESS OR �
RAMIP.TOP LAN�INGS SHALL BE NOT LESS THAN 601NCHES WIDE AND SHALL HAVE A LENGTH OF N07 LESS THAN LIMITED TO NORMAL WORf4NG HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, pCCURACY OF ITS OELINEATION OF SUCH UN�ERGROLIND UTILRIES WHICH MAY BE ENCOUNTERED,BUT WHICH ARE - �
601NCHES IN THE DiRECTION OF RAMP RUN.LANDINGS AT THE BOTTpM OF RAMPS SHALL HAVE A DIMENSION IN �NDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILffY,REAL OR ALLEGED,IN
THE DIRECTION OF RAMP RUN OF NOT LESS TI�IAN 721NCHE5. CONt3ECTlON WITH THE PERFORMANCE OF WORK ON THIS PROJECT,IXCEPTING LIABILITY ARISING FROM THE NDT SHOWN ON THESE DRAWINGS. 12 pRiOR TO BEGINNING WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE
SOLE NEGLIGENCE OF OESIGN PROFESSIONAL. I�=�Date Deaeription
3. FLOOD ZONE NOTE: FOR PUWNG AN ENCROACHMENT PEF2MfT FROM 7HE PUBLIC WORKS DEPARTMENT. pg.ig.�5 ISSUE FOR PEFMR
20.WHERE OFFSITE DRIVEINAY APPROACHES ARE TO BE CONSTRUCTE�THE ONS�TE DRIVEWAY SHALL NOT BE THIS SITE IS IN FLOOD ZONE'X',AREAS OF 0.2So ANNUAL FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD WRH A f029.15 ADDENDUld A-PC COMMENTS
CONSTRUCTED UNTIL THE OFFSITE IMPROVEMENTS ARE INSTALLED.THE ONSITE DRIVEWAY SHALL CONFORM TO AVERAGE DEPTHS OF LE55 THAN 1 FOOT OR WRH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS 11.04.15 ISSUE FOR BID-PATIO�kdpRS.
iHE COMPLETEO OFF-SITE DRNEWAY. PROTECTED BY LEVEES FROM t%ANNUAL CHANCE FLOOD.PFR FLOOD INSURANCE RATE MAP COPAMUNfTY NO.O60&5
CO208li DA7ED MAY 18,2009.
SITE DEMOLITION IVOTES GENERAL EROSION CONTROL NOTES ABBREVIATIONS BACKGROUND IiVFORMATION NOTE
nc ASPHALTICCONCREfE CAUTION!!THE EXISTING UTILITIES AND SITE CONDITIONS ON THESE
1_ CONTR.4CTOR TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS FOR DEMOLITION INCLUDING BAAOMD. 7. EROSION CONTROL FAqLfTIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE AT THE COMMENCEMENT OF C CONCREfE DRAWINGS ARE BASED�N VARIOUS SQURCES OF DATA.NOT ALL
CANTRACTOR TO NOTIFY ALL REQUIRED AGENCIES PRIOR TO DEMOl1T10N. CONSTRUCTION UNT7L INSTALLATION OF THE PERMIINENT PROJECT LANDSCAPING AND PAVING.
co c��w our INFORMATION SHOWN ON THE TOPOGRAPHIC SURVEY BACKGROUNDS HAS
2 IF FiAZARDOUS MATERIALS ARE ENCAUNTERED AT TIME OF DEMOLITION THE OWNER AND ARCHITECT SHALL BE 2 CHANGES TO THE FROSION CANTROL MEASURES INDICATED ON THESE PLANS AND DESCRIBED HEREIN TO ECAB ELECTRIC CABINET
CONTACTED.THE REMOVAL OF THESE HAZARDOUS MATERIALS SHALL BE PERFORME�BY OTHERS UNDER SEPARATE ACCOMMODATE FlELD COND(TIONS MAY BE MADE ONLY WfTH THE PRIOR APPROVAL OF OR ATTHE DIRECTION OF � EXISTING BEEN FIELD VERIFIED.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD
PERMIT PER APPLICABLE NATIONAL,STATE AND LOCAI ORDINANCES.EXISTING ASBESTOS REMOVAL IS TO BE THE CffY ENGINEER FF FINISN FLOOR PRIOR TO CONIMENCEMENT OF CONSTRUCTION.
PERFORMED BY OTHERS.PRIOR TO DEMOL1T10N AND REMOVAL OF ANY MATERIALS,THE DEMOL1T10N CONTRACTOR �T7C FENCE
SHALL CHECK FOR THE PRESENCE OF ANY REFNUNING ASBESTOS.IF ASBES"TOS IS FOUND TO BE PRESENT THEN 3. A CON5TRUCTION ENTRANCE SHALL BE PROVIDED AT ANY POINT OF EGRESS FROM THE SfTE.THE FO FIBER OPTIC
ADDITIONAL ASBESTOS REPAOVAL PROCEDURES SHOULD BE FOLLOWE�. CONSTHUCTION ENTRANCE SHOULD BE COMPOSED OF COARSE DRAIN ROCK(3'-&"IN DIAMETER)AT LEAST EXISTING UTILITIES EXISTING WITHIN THE PROJECT AREA MUST BE POTHOLED
TWELVE(12)INCHES THICK BY FIFTY(50)FEET LONG BY TWELVE(12)FEET WIDE AND SHALL BE MAINTAMED UN11L HSBIB HOSE BIBB
3. A FULL-TIME SUPERIN7ENDENT SHALL BE ON SIiE DURING DEMOLITION TO OVERSEE ENTIRE OPERAl10N AND THE SffE IS PAVm. US LANDSCAPE AND FIELD-VERIFIED PRIOR TO CONSTRUCTION.CONTRACTOR IS
08SERVESAFEfYPRACTICES.CANDUCTDEMOLITIONTOAVOIDDAMAGETOFXISTINGSTRUCTURESTOREMAIN. MH MANHOLE RESPONSIBLEFORDETERMININGTHEHORIZONTALANDVERTICALLOCATION �se,us�y��mre
4. SEDIMENT TRAF'S SHALL BE CANSTRUCTED AROUND EACH STORM INLETAS INDICATED ONTHE EROSION O.R. OFFICIAL RECORD OF ALL UTILITIES PRIOR TO COMMENCING WORK.THE ENGINEER SHALL NOT
4. IF EXISTING WORK TO REMAIN IS CUT,DAMAGED,OR ALTERED DURING DEMOLITION,REPAIR OR REPLACE IN KIND 70 A CONTROL PLAN.SEE THE'DRAIN INLEf PROIECTIOM DETAIL ON THIS SHEEf.THESE SEDIMENT TRAPS SHALL BE P.U.E PUBLIC UTILITY EASEMENT
CONDRION AS GOOD AS EXISTED BEFORE CONSTRUCTION WAS STARTED AT NO EXTRA COST TOOWNER MAIF7TpINED IN PLACE UNTIL THE CONCLUSION OF THE SITE PAVING AND THE INSTALLA710N OF PERIvlllNENT p� PAVEMENT BE LIABLE FOR ANY DAMAGE OR REPAIRS TO EXISTING UTILITIES DUE TO E55/
LANDSCAPING SQUARE FEET PER TRIBUTARY ACRE.ALL INLEfS WHICH ARE NOT PROTECTED BY SEDIMENT pR� Op�
S ACCUOMULAT OLN Sf(E.'��RIAL(NOTTO BE REUSED)FROtd SITEAS WORK PROGRESSES.DO NOT PERMIT DEBRIS TO TRAPS SHALL BE COMPLEfELY BLOCKEDAS LONG AS THE FROSION COMROL PLAN IS IN EFFECT. �B STREEf LIGHT BOX DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWtd ON THESE ������0 s'�Q�.py�A
TH TELEPHONE BOX y op � c�
5. ALL PAVED AREAS SH/�LL BE KEPT CLEAR OF EARTH MATERIALlWD DEBRIS.THE SITE SHALL BE MAINT/11NED SO TC TOP OF CURB DRAWINGS. � No.20429�m
6. NOTIFY 7HE ARCHfTECT AND THE OYJNER A MINIMUM OF 72 HOURS PRIOR TQ THE INTERRUPTIQN OF ANY SERVICES, qg 70 PREVENT SEDIMENT-LAOEN RUNOFF FROM ENTERING THE STORM DRAINAGE SYSTEM OR ADJACENT z �
UTILRIES OR ACCESS.NOTIFY THE ARCHRECT AND OWNER IMtdEDIATELY UPON OISCAVERY OF ANY SUBSURFACE � Fip UYJt-16
STRUCTURE NOT A PART OFANY EXISTING BUILDINGS OR SITEWORK PROPERTIES.
6. ALLEROSIONCONTROLFAC�LRIESSHALLBEINSPECTEDBYTHECONTRACTORANDREPAIRED,ASREOUIRED,AT LANDSCAPE/IRRIGATION NOTES BENCHMARK&BASIS OF BEARINGS ``I� CIV« �p
7. PROVIDE NOISE AN�DUST ABA7EMENT AS REQUIRED TO PREVENT CONTAMINATION OF ADJACENT AREF�S.A 4r£����f�
FULL-TIME HIGH PRESSURE WATER TRUCK SHALL BE FURNISHED TO CANTROL ALL DUST. THE CONCLUSION OF EACH WORKING DAY DURING THE RAINY SEASON.THE CANTRACTOR SHALL INSPECT THE
EROSION CONTROL FACILIT7ES AND h7AKE NECESSARY REPAIF25 7}iEF2ET0 PRIOR TO ANTICIPATED STORMS,AND IProject Name
8. ALL UNOERGRWND LINES,CONDUITS AND VAULTS SHALL BE REMOVED UNLESS OTHERWISE NOTED.{LLL ASPHALT sw�u PEwooica��v iNsaecrniE sir�nT REnsowse�iN�rrvn�s ouRwc sroruns oF�Noeo ouw,noH. �. THE EXISTING GROUND COVER THAT IS DAMAGED DURING CONSTRUCTION BENCHMARK
SHALL BE REMOVED AND STOCKPILED ON SRE.ALL CONCREfE SHALL BE CRUSHED TO 3/4'(CLASS II BASE ROCK)AND �AIRS TO DAMl1GED FAC1L1TlES SFU1lL BE REPAIRED IMMEDIATII.Y. APPIB:BUbb A
STOCF�ILED ON SITE IF DESIRED TO BE RE-U7lLIZEDAS BACKFlLL IAATERIAL SHALL BE REPAIRED IN KIND TO THE SATISFACTION OF APPLE INC. BM-1064,SANTA CLARA VALLEY WATER DISTRICT
7. ANY DAMAGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS SOON AS PRACTICABLE
9. ANY MONRORING WELLS SFiALL RE�.IAIN IN PLACE AND SHALLBE PROTECTED.CIVIL ENGINEER SHALL MARK KNOWN 8. PROVISION SHALL BE MADE TO ASSURE THAT BORROW AREASAND STOCKPILED SOILS ARE PROTEC7ED FROM 2. THE EXISTING IRRIGATION SYSTEM SHALL BE MODIFIED AS NEEDED TO SANTA CLARA VALLEY WATER DISTRICTS 6 cm DIAMETER BRASS DISK Q180;ON
YVELLS AT T1ME OF PROPERTY STAKING.IF ADDITIONAL WELLS ARE DISCOVEREO AT T1ME OF DEMOLITION,THE OWNER EROSION.7}11S SHALL CONSIST AS A MINIMUM,OF COVERING WITH PLASTIC SHEEfING,OR BY SEEDING, � � ProJec!Number
nNo nrxcHrrEcr sriau aE NoriF�Eo iMMEowT�r. �au�cHiNc allo F�rnmNc. ELIMINATE SPRAY ONTO ANY SIDEWALK OR OTHER HARDSCAPE AREAS. TOP OF SOUTHERLY CURB FOR MCCLELLAN R�AD,NEAR A CATCH BASIN:2.5
FEET NORTH OF THE RAILROAD CROSSING LIGHTS,AND 15 FEET WEST OF THE ��Z6
, 9. FOLLOWING EACH STOfUA,THE CONTRACTOR SFI/ll1INSPECT EACH STORM INLETSEDIMENT TRAP TO ASSURE 3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EVALUATE THE CENTER OF THE TRACKS.STATION IS ALSO ABOUT 250 FEET EAST FROM BUBB
THE IN7EGRfTY OF THE BASIN AND OUTLEf PIPE ANY DAMAGE TO THESE OR OTHER ER0.SION CONTROL DEVICES IDe�ttiptlan
srwitee RerniReo ns sooN as Paacncne�E. EXISTING CONDITIONS AND DETERMINE NECESSARY LANDSCAPE 8 ROAD ALONG MCCLELLAN ROAD,CITY OF CUPERTINO.
COVER SHEET
1�. 0.S SOON AS PRACTICABLE FOLLOWING EACH STORM,THE CONTRACTOR SHALL REMOVE ANY ACCUMUTATION OF
IRRIGATION MODIFICATIONS.THESE MODIFICATION SHALL BE PRESENTED TO GENERAL NOTES
n SILTORDEBRISFROMTHESEDIMENTTRAPBASINANDSHALLCLEARTHEOUTLETPIPEOFANYBLOCKAGE APPLE INC.,MARIAMOULES(OFFICE:408-974-0496,CELL:408-595-2839)PRIOR ELEVATION:335.35 FEET (NAVD 88 DATUM)
� Q` ' �165��
11 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 7HE INSTAlLAT10N AN�MAINTENqNCE OF iHE EROSION TO START OF CONSTRUCTION.
���(t r::�p.'. .=�_r;�:-,�.,--, CANIROL FAGLITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE PROJECT SRE DURING STORMS OF
;���.._•^: i: ��;�'�.•:��,`� ;T.;;-��,�-,�-.r -�...�;... BASIS OF BEARINGS sca�e
, �, ,_ ,_�`, �_�.�-.� �� �. �•��,�.%;�""��`•,.%�.��,;� PROLONGED DURATION ANDlOR HEAVY INTENSIlY TO ASSURE THAT T}1EY FUNCTION IN THE MANNER OESCRIBED I
:'`'=i�`"� v�:'':'-`;%='•:�:, ' HEr�iN. 4. ALL MODIFICATIONS SHALL BE DONE TO THE SATISFACTION OF APPLE INC., THE BEARING OF NORTH 18°58'09"WEST TAKEN ON THE CENTERLINE OF BUBB
�"'s,�',"''':"', _ �/�_.-����5' CONTACT:PAUL CEBROWSKI,ORM LANDSCAPING SUPERVISOR,408-974-6689. ROAD AS SHOWN ON THAT CERTAIN MAP OF TRACT NO.4398 FILED FOR �sHoww
L�y �J �1 � � - - RECORD ON DECEMBER 26,1967 IN BOOK 231 OF MAPS AT PAGE 50 AND 51,
��'•;4"���, 'l��,'�` 'i�y'':'�° �l � y� r��� SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS
t,.;r'1'.,s.� ".A,„ 4._ ! t i
'1 - -� • : _.., . U,�a...�� SHOWN E C�O O
'i,�z,-e4_.1,.-.:-�.r_.--P..._i.�!.t i�_�.. r-.�:; H REON.
�� �., 'o=,�..�•'t ..�..d , � a�,`�M,� �t'E y�.
�
�
� �
i° `''�
��
�,:; l
`.�—�`
SOME STALLS UTILIZE A VEHICLE
OVERHANG TO REDUCE OVERALL � �PPk�B�4
STALL DEPTH BY 7-0",SEE SRE 10101 Bub6 Raad
PLAN FOR EXACT LQCATIONS.
CupeRmo,Ca6fomia 95Dt4
�iT MIN �'IT MIN.
�� �; /l,�;e; 1
A cl� �a R 1f1' 60���4,
� �`°i��� �e = �� PAINT INTERIOR OF STALL GREEN �., � I``f•�
p. � �..n�z,�. �e- zg , .--�R=1/2'
� � � � � 07* , ' � �
' � :. � "� a .�.; m ctot
�° .���,�, FACE OF CURHI EDGE OF STALL 7� W j � � SUi2FACE PAVING
� •� ] K. 5. 4fi"'A«'Pt �
i i � � ��, BASE ROCK ' �' �
d'WIDE WHfTE STALL LME VARIES,SEE SITE PLAN . w I �':�' �_� T— i � ' . �
„ w !._. - �� .,-. � _____ ___�
y i ,/ /f!�� COMPACTE�Sl18GRADEPER P7TERRA GROUP
Y WIDE WHffE PAINT,12'MIN.HEIGHT ` %i ''l/� GEOTECHNICAL REPORT � '
TYPIGIL CHARGING STALL ACCESSIBLE CHARGING vi �� 1 i i 55 N.FIRST ST.Q 21a
(.ETTERS WITH THE WORDS PAINTED T -,i; � i��
S�GNAGE(1 PER 2 STALLS) STALLS ONLY(SEE NOTE 7) u' � ,,C, � � SAlJ JOSE Cn 95112
EXACTLY AS SHOWN,SEE SITE PLAN � � i
FORSPECIFICLOCATIONS. j PCCCURB(CI..ASSA) ~ ____";_____..i
k� -`
'I. SIGNS TO CONFORM TO CURRENT STATE AND IOCAL REGULATIONS. LECTRIC VEH ICL t. WEEPHOLES TO BE PLACED ON ALL VERTICAL CURB,ANO CURB 8 GUTTER (s����AL�Tm FORVdARDREACH
2. SIGN&4CKGROUN�: GREEN,REfRO-F2EFLECTIVE SHEETING CHARGING ONLY WHEREVER LANDSCAPING SLOPES TOWARDS THE GURB.
SIGN LEGEND: WHITE,RETRO-REFLECTNE SHEETING EXTEND 4'WIDE STALL LINE
ALONG 80TTOM OF STALL 2. 4'CURB KEY MNY BE OfAITTED WfTH THE PiACEMENT OF ROOT BARRIER
ELECTRIC VEHICLE SIGNS DESIGNATED PARKING STALLS ALONG TNE BACKOF CL1RB A MINIMUM OF 24'BELOW FLOWLINE GRADE.
ELECTRIC VEHICLE STALLS 13 fVOT USED 09 KEYED CONCRETE VERTICAL CURB 05 ACCESSIBLE FORWARD REACH 01
0.5' SEE LANDSCAPE PLANS FOR
COLOR 8 FINISH SCHEDULE
R=1.5',iYP.FOR ALL CORNER EDGES ATTACH SIGN TO POST AT CENTER OF
� - � TOP 8 BOTTOM.FOR WALL MOUNTING
1 2 0%A1AX !
" FASTEN AT ALL FOUR CARNERS,TYP. '��, 1
� 'i MTERNATIONAL SYMBOL OF ACCESSIBILITY ��I I;" __ ` � 4e P� .' ' __
¢ . J
Z . ACCESSIBLE PARKING SIGN TO BE PORCEWN - �It;; - �
Z' / - -��� � 2'C�-)
� ' STEEL W/BEADED TFXT OR APPROVED EQUAL. A0.IACENT BUILDING Oi2 6'CL 11 AB `: �
� VAN ACCESSIBIE SIGN IF RE�UIRED � CURB(WHERE OCCURS) �� �,i �f ��.
;i"r� . SIGN TO BE PER MUTCD R99(CA)OR R99C(CA) �" � CQPhPACTED SUBGRADE PER
� :: �/. �/ / �% i GEOTECHNICAL REPORT ;4'
N� � POST SUPPORTS TO BE 2�GALVANIZED �o SEE PLAN FOR DIMENSIONS �_ �-%TYPICAL CONDITION%-`� - -----��-�� �
n LEffERING 8 SYMBOL TO BE WHI7E ON STEEL PIPE U.N.O.CAP TUBE END,NP. ��d 36"MIN.WIDTH @ FLUSH WALK CONDITION (�t�;'?}E -
I ' , BLUE RETROREFLECTNE BACKGROUND. � - �� FLUSH 2•�'�O �; � IX.BUILDWG OR WALK ,)�',;t�� i I ` }� (�"�'� ,1
1
L \i z m / _! M� _ EXPANSION JOIM,T!P �y��,'�`�; �; � �°(°`1(I
I tr �'� $� "/.!...�,...� —_._..--�"- --.._—. _.._ ` #4 DOWEL @ 24'O.C.�RILL 'j��� � gi '��f�1�,t�
R99B(CA)PLACARD REQUIRm WHEN R99 CA � " �� i i HOLES,BLOW CLEAN&SEf ��,1, � J
�- W1
� '�; SPECIFYING SEPARAiE R99(CA)SIGN.� FINISH GRADE�- .-�.� i j IN EPDXY,�EA.EXP_JOINT. �t m'�..-..����-_ �� ! i}_.,�"�:;�
I�-12'�J � '1. _.J 3' 4' i N z I-:�.���I
'�,, '
� ADJACENT INSTALL TRUNCATED DOti7ES �� EXPANSION 20%MAX �' � �' :}
� � VAN ACCESSIBLE SIGN WHERE REQUIRED. , � � PAVING WITHIN 4'PCC CONCRETE C10f JOIM,TP. � -��-�"- � ��
�� ' R7�8B SIGN TO BE MOUNTED BELOW R998 � 12'DIAMETER x 24'DEEP 3 5"r �4 PCC � H�;a�nxnirnr.ss�r�r.cr�sa�rrs
i.N ,_ CLEMfiODilSPAfSFOftPA&A:1RfNi'fiOA:N
��� ( � I coNcrtEfEFoonN� y , I-'°° (ajUNO85TRUCfED510ERFACH
OR R99C CA SIGNS.BOTTOM OF LOWER- ��`^} C 3.0'
�'� f MOSTSIGNTOBEMIN.80'TOPINISHGRADE. L � /+1 ; �� .'". -, ; 6"CLIIAB �--i��
�. 12.� !- 1Y� 1T0"�- �x j � .i i � :_�� _�.—.�_�
,w„. 6 y �:, s.
��- L EXPANSION JOINTS,TYP.
R99C(CA) R99B(CA) SIGN M�UNTING 1-�--!
REINFORCEMENT AT JOINTS
ACCESSIBLE PARKING SIGNAGE 14 FLUSH TRUNCATED DOMES 10 TYPICAL CONCRETE SIDEWALK 06 ACCESSIBLE SIDE REACH 02
———— ——— souEsru�sum�nv�iaF --'————
OVH2HANG TO REDUCE OVERALL D�
STALL�EPTH BY 7-0',SEE SITE NEW PCC CURB
('LMJFORIXACTLOCATIDNS. {� `� O O 7/4' F-114' �
. _ .. .._.... _._. _. _._ � ��' '
, � ` �`-� � 7'0 PVC PIPE THRU CURB
2.3'-2.4'APART ��_�4',..;' � , . � , -. AT SCORE MARKS,7YP.
.. .._ _.. ......_.. _...
... ........_.. ._... . .._.. O C: O O � ��� � � AC PAVE�dEN7
0 6S MIN.APART CURB RAMP GROOVING -/ �� „ -x a�r
O�O O f �;<!..;�3'{ BASEROCK '176'RADIUS.TYP.
A A V � �.# I�Date Deuription
'' 09.18.15 ISSUE FOF PERMR
" FACEOFCURBlEDGEOFSTALL t� ���� � f'�- f�`-� m �V4' FINISNEDSURFACE A 10.23.45 A�DENDUMA-PCCOMMENfS
11.04.15 ISSUE FOR B!D-PATIO IFdPRS.
� O O O O 0.19'-012' SEE NOTE 3 D� SEALANT
8,�. 4'WIDE WHITE q•WIDE WHITE STALL LINE 8'-6' / � `
�? � STALL LINE � � � �-�---� � ELEVATION �•� � � `
m _ 0.45'-0.4TATTOP � ` �
b�_ �O 0.9D'-0_9T AT&4SE PLACE FILTER FABRIC BEHIND \ � � � � �� BOND BREAKER
WEEP HOLES WRH A SHOVEL `
� : : 2'ih1DEWFitTEPNNT.B'MM.H�(,�iTLEffERS "�.;,�';�j,....--.--., FULLOFDR4INROCK,7YP. � � i CONCREfEPAVING
� �� WfiHTHEWORDSPAINTEDIXACRYASSHOWN, PLAN VIEW SECTION A-A � .-i�•%.� � - �' �
%`' - , -
;i.,... , .
� SFE S�TE PLAN FOR SPECIFlC LOCATIONS. �' � � % .=�. ;
� �� �'T`r''�' � � SET FLOWLINE OF WEEPHOLES 1_�_�;.--._..r..._._.._._._..�....,i�.._.____.
�� _i�_
. ���;1 -- tf1'ABOVEPAVEMENTSURFACE
�J/�/ EXPANSION JOINT
' 1. THE EDGE OF iHE DETECTABLE WARNING SURFACE NEAREST THE SiREEf SHALL FILL MATERIAL
'� BE BEf WEEN 6'AND 8'FROM THE GUTfER FLOWLINE,AND IXiEND 36'IN DEPTH. -
; CLEAN AIR/ �� `�
�`�. �"'� �^ 2. UTILITY STRUCTURES W(THIN NEW CURB RAMPS SHOULD BE RELOCATED OR ,,�_,:.,�`_�,i.Y;_;
t„��j J��§j'"�t(,�,�i AIJGN BOTfOM ROW OFTIXTTO VAN P00 L/EV �USTED TO GRADE IN CONJUNCTION WITN CURB F2AMP CONS7RUCT70N. • -
� ALIGN WITH END OFSTALL LINES 3. TAPER EDGES WHERE DOMES ARE GLUED OR BOLTED TO THE E%ISTING SURFACE. `--�= �
STANDARD STALL DETAIL a(:1=>%;G`P�;RKI����„';"N.. ' DESIGNATED PARKING STALLS SECTION A-A
TYPICAL PARKING STALL DETAILS 15 TRUNCATED DOMES&GROOVING 11 WEEP HOLES 07 CONCRETE PAVING EXPANSION JOINT 03
i "� `^T � USE T LONG,#4 DOWEL DRILL m� USE 7'LONG,#4 DOWEL DRILL , �-24'(7T MIN.)—�
t �� � � HOLES,BRUSH,BLOW CLEAN NEW FIC HOIES,BRUSH,BLOW CLEAN
. � �' ��3 f AND SEf DOWELS IN EPDXY. � ---- -�AND SEf DOWEIS IN EPDXY. �SeaYSignature
I�3•-0•�1 UNAUTHORIZED VEHICLES PARKED su�cKeor�Ea
'(I � �� � 3• IN DESIGNATED ACCESSIBLE R OfESS/
2'WIDE WHITE BORDER QR 0,�
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�, , �.�+1 7' ,, 4�� �EX.FACEOFCURB(F!C) �� I� SPACES NOT DISPLAYING �•MIN.(25mm)HIGH ,����p��� ��ti�,
i , , -�i f - t74(2RE�UIRED) DISTINGUISHING PLACARDS OR gLACKLEfTERING '�� �i
� � ' " '.�- ! �'" —�- � 9�'TMP� SPECIAL LICENSE PLATES ISSUED � No.zsaze m
NEW C!G-��. EX.GG I i�
�I • .. , �T_ 1�.1 .. � fip 67-A-IB b
� �� � �- irrrEw�u�ioru�svr,�ao�oF = FOR PERSONS WITH DISABILITIES �
�' .NEyygyy"..'I_ EX.c�,ryy _I NEWLIG � EX.LIPOFGUTTER(UG) 4 � ACCESSIBILITYPERIIB-703.721 � WILL BE TOWED AWAY BECWHITEURETR0. `ry"q�,CNt���P
snvTos�+'r- - ao #4(2REQUIRED) � � AT THE OWNER'S EXPENSE REFLECT7VEU.O.N. OF�p�\F
PLANVIEW HALFOFEJaSTING PLANVIEW � IP��IQ�N�^�
TOWED VEHICLES
�S/W THICKNESS EDGE OF PAVEMENT , PAINT BACKGROUND BLUE le:Bubb 4
z'-0' MAY BE RECLAIMED AT VERIFYAPPROPRIA7E APP
�';�.NEY/�SAN -_' _ EX S1N,> OR FACE OF CURB EOUAL TO COLOR NO.15090
� �---� 3'--1� r3' IN FEDERAL STANDARD 5958 �I(SC'�I1C�i 2SS� INFORMATION PRIOR
T MIN. NOTE:IF FJ(ISTING SIDEWAIK � TO SIGN PRODUCTION
�--_� ISLESSTHAN3'THICK,USE6' � � �
y� :NEW Shv: �' _ IX.srvv,' DEEP x 17 WIOE P_C.C.KEY ��,��_�. 1'-0•
' � ' ---' WITHDOWELCONNECTION. ."`l OR BY TPLEPHONING ProJeGNumber
• �.._ 3nserc I ele�a�e�umaerl 15-026
,L � ,. � 1�--. a..
� I I I 7� � INTERNATIONAL SYMBOL OF ACCESSIBILITY
6'+++6' 3.J��Z.�12� SIGN SHALL COMPLY WIi}i CBC SECTION 11B5026,AND BE POSTED I�eseription
IN A CONSPICUOUS PLACE AT EACH EMRANCE TO OFF-STREET CQNSIRUCTIDN DEfARS
SECTION A-A SECTION B-B PARKING FAGIJiIES,OR IMMEDIATELY ADJACENT TO AND VISIBLE
FROM EACH ACCESSIBLE STALL OR SPACE.
� I 1���a j���-�� CONC TE DOWEL CONNECTIONS 16 WHEELSTOPS 12 I.S.A. PAVEMENT MARKING 08 UNAUTHORIZED VEHICLE SIGNAGE 04
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i 1'y� FLUSti LANDING
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•"t��a � � � CONSTRUCT GUTTER
i: � 5 3fl.38' S 61.38' �4'TYP.y,.�_.56'0 IFSHOWNONPLANS -----------------------
�;n�i �-����1 ❑ � sz.3e� � siaa• � s.o% �
, �%��� f WRAP STRAW WATTLE � y ��. � 9 t35�. (4)PLCS (SEE NOTE 2 BELOW) � 20%
�;%��1��.-,.��,��i AROUN�INLET ❑ 11 1f0.38' ❑ 11 f73.38' / ' M� V. - . �'� _ . . - , . 8"RETAINING CURB
\.. q�� .y�CJ ❑ 13' 134.38" 13' 271.3E' ��U�� � ' ' . ' • .
,�
-�.,: •�iTowti3aotFClS�ownmrortswPORr. SECTION A
\��"'�/ FLUSH CURB I�Y,SEE CURB ` �
P�N/ SIZESELECTIONTABLE FLANGEDETAIL gGUTT62DETAILFORDEPTN
- STRAW WA'fTLE
FILTER FABRIC NO7ES: � �
`S-0"MIN.LANDING� � �4'-0'MIN.LANDING .
PARALLELTORAMP RflMPAT'I_72MN( 12' 2.0%MN(.SLOPE
CATCH BASIN W!FILTER �� �C!(S ARE fr1AtJUFACTURED WITH 2'SCHEDULE 40 PIPE,FLANGED �
SURFACEMOUNTS. DIMENSIONA OIMENSIONB --- - TdTERRA GROUP
FABRIC UNDER GRA7E. � RETAINING CURB 7 • � i[55 N.FtRST ST,m 21 a
2. RACKS ARE FITTED WITH PRE-DRILLED STEEL FLANGE PRIOR TO THE ��'� � ~ �^� '""^�� �� !'%^� I I � � ' �Ah;lOSE CA 451 12
" t ��'T APPLICATION OF THE FlNISH.THIS FLANGE IS WELDED TO EACH LEG OF �� � ���� ' � � ��
f �r c/j /j� �t'J. THE RACK AND ACCEPTS 1!2'STAINLESS STEEL CONCRETE ANCHOR BOLTS ��r � .19" �! FLUSH CURS . . . -
Ki. .�'h �+ - � . , , � • .
.�
.�i.� �'._�s<... /. � }_Ft X`-Y.-..�.�n
��. � , -, 3. FINISH TO BE GRAFFftI RESISTANT POLYESTFR POWDER COAT. � �n S E C T I O N B
�'..i:.../:../� U,. . '. . . / � , /��/:�.� : ; � ' �
3!4"GRAVEL�Ofi GRAVEL� �!/� /j /T i///_.' 4. INSTALLATION TO BE COMPLETm IN ACCORDANCE WITH MANUFACTURERS : � ' j j ' � :
/ �FINISH GRADE. SPECIFlCATIONS. � ; - � � � `Q
FlLLED SANDBAGS i'; i .,�.�,i, i.� �' � � �I �_.,:'� i� �
� i\_.__;� 5. CONTRACTORS NOTE:FOR PRODUCT AND COMPANY INFORMATION,VISIT ~�-� =� \-�'� ��� i
�'-�"� vnnv.CADdetals.wm(mfo REFERENCE NUMBER:474-010,MODEL: � 5'-0'MIN.LAhDiNG� RpMP AT 1.12 MAX 4'-0'MIN.UW OING
PROFI LE THUNOERBOLT(TB)SERIES. �PARALLEL TO RAMP� �2.0%MAX.SLOPE
STANDARD TB WIDE LOOP �Z-
RETAINING CURB
DRAIN INLET PROTECTION 05 BIKERACKS � �
11 TRUNCATEDDOMES I , ` I wm
cio� 20°y��� �- � 1�-�2 jg
NOTES: S ON SI ES OF EACHnRAP1P �.:�'3M���-�....'� � � �w �
NEW AC. 76� �39•� ' '�"' •� '4 �y GROOVING DETAIL 11
72'MIN 72'MIN 1. LOCKERS MANUFACTURED WITH 12 GAUGE TUBLAR STEEI I ,. � ctoi
AC OEEPLIFf CONFORM' D�OR FF2AMES AND INTERNA�FASTENERS. . . +:. . �•--��
LIP OF GUTTEW �._._.._.. ._'_____. .,. ...... ..
FACE OF CURB � SAWCUT 2, LOCKERS SHIPPED BROKEN DONlN FOR ON-SITE ASSEMBLY. � � �
' � ` �/,�/i%/�/,%///'.! PR OR TO SHIPMEN ORY AaSEMBLED AND HUNG IN FRAMES --
� � � ' �� 1�1'ED FLUSH CURB��TAPERED CURB -I FULL CURB HE�GHT
�� . EXISTING 3. SURFACE MOUNTED LEVELING AND ANCHORING SYSTEM TO BE ACROSS LANDING
� PAV���T SECURED BY STAINLESS STEEL ANCHOR BOLTS,5"MAXIMUM W - - -
VERTICAL A0.IUSTMENT. i� N W CONSTRUCT GUTTER(I�SHOWN ON PLANS)
6'MIN OR MATCH v ,�
EXISTING IF GREATER 4. FINISH TO BE GRAFFITI RESISTANT POLYESTER POWDER COAT. � �z
NOiES: m
5. LOCKERS MAY BE VERTICALLY STACKED IF NOTED ON PLANS.
7. THE EDGE OF THE DE7ECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BEf4VEEN 6"AND 8"FROEr1 THE GUTTER FLOVJLINE,
6. INSTALLATION TO BE COMPLETED IN ACCARDANCE WITH AND DCfEND 36"IN DEPTH.
MANUFACTURERS SPECIFICATIONS.
__ 2. MAXIMUM SLOPES OF ADJOINING GUTTERS,THE ROAD SURFACE IMME�IATELY AQIACENT TO THE CURB RAMP,OR ACCESSIBLE ROUTES
7. IF THE CONTRACTOR DAMAGES EXISTING ASPHALT SECTION DURING THE 7. CONTTtACTORS NOTE:FOR PRODUCT AND COPa1PANY , ; 4 '--�-�-'-�-'-'--�--��--���-"`-�: SHALL NOT IXCEED 5 PERCENT4YITHIN 24'OF THE BOT70M OF THE CURB RAMP.
REMOVAU INSTALLATION OF CURB AfJD GUTTER,OR AT THE DISCRET70N OF INFORMATION,NSfT www.ClSDdetals.m�nfo REFERENCE !
� THE INSPECTOR,THE AC WILI BE REPAIRED BV SAWCUT�T�ING t2"MINIMUM NUPABER:474-031,MODEL'CS2-C SHEET STEEL � � 3. THE RAMP SHALL HAVE A 12'IM�E BORDER W(TH t!4'GROOVES APPROXIMATELY 3J4'ON CENTER,SEE GROOVMG DETAIL THE SUR�ACE
BACK FROM THE LIP OF GUTTER AND INSTALLING A 6'MINIMUM DEEP L1FT �� SIDE VIEW '"�'�` FRONT VIEW OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTUR£ROUGHER THAN THE SURROUNDING SIDEWALK
AC.SECTION AND A Y A.C.CONFORM AS NEEDm. NOT TO SCALE NOT TO SCALE d. ALL OEfECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE.BOLT-0N OR GLUE-DN MATERIALS ARE NOT TO BE USED.ALL MATERIALS
2. DEEPLIFT SECTION MAY VARY,SEE PLANS FOR MINIMUM�IMENSIONS_ MUST HAVE MIN.5 YEAR WARRAN7Y IN COMPLIANCE WRH GTY STANDARD SPEqFlCATIONS.CONiRACTOR SHALL PROVIDE CUT SHEETS
BIKE LOCKERS TOCRYFORAPPROVAL
CURB REMOVAL&REPLACEMENT 06 BIKE RACKS AND LOCKERS 03 ACCESSIBLE CURB RAMP—TYPE I 01
SEE PLANS FOR CURB RAMP OR PEDESTRIAN
ROUTE CONDRIONS AT ACCESSIBLE STALLS
�_ -_ 70 SQUARE INCH ACCESSIBILffY 14
� SIGN PER CBC SECTION 11B502.6 CtOt
LIMRS OF PAVEMENT Z.D"MIN.
REINFORCING FABRIC
AC SURFACE COURSE TO \
SAWCUT O WHEELSTOP �Z
BE PLACED IN ONE LIFT ,_, .
-_.., .
,,. i /� ',�i" /�i. t-0' , 1-0
' EXTENT OF RAMP LENG7H VARIES �Date DesuiDtion
___�______.... ,r, � .
-.-" / .'iEX.PAVEMENT i: GUARORAIL(WHERE APPLICABLEj . .. .. .. A -
' � - / __._ ��,- . �' LOA�ING 8 UNLOADING ACCESS
� VEMENT I //.�� " ��'� /�'� '...��� � - ""� ' . .�.." � ...... \� AISLE,BORDER PAINTED BLUE 11.04.15 lSSl1E FOR BID-PATI0�1 APRS.
� 09.18.15 ISSUE FOR PFRMR
' NEV,PA �/... . .. .. �, .. .� i
1013.15 ADDENDUM A PC S
._--._- �_ - - .....- ._ .,::
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-.. �
--�"� �REMOVE 1.0' MlLL 1.0' _�����` .._. -`�� "'��" _ � STRIPES AT 36'PAA)C.ON CENTER,
MIN.EK PV MIN.IX.PV. � .. . ..::... . ... .. . �-` �.. ,..... _ ..._ g G
^.
�_ � ., 4,-0,MAX _- Z \ PAINTED A COLOR CONTRASTIN
3.a MIN.WIDTH OF -`�� ����� � " EITHER PAINTED BLUE OR WH(TE
NEWPAVEMENT J � I ._.. �... _.�. . .�: .... .. " ... ... � \�
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-y_' "_^, _,._._.--- ,; NO\ � TYPICAL PAVEMENT S1TdBOL, OB
-- _ _ ____ __' - _ — � PARKIN� ❑ I.SA.PER CBC SECTION 11&703.721 cto�
------- _._..---- t:� �;.�
r- ----' __-�_---�'��'-' WHERE GUARDRAIL APPLIES HORRONTAL RODS SFiALL �,q o., �11-,
L__ _-___�._�.__
A.C. CO N FO RM D ETA I L O T MINIMUM 4'HIGH GUIDE CURB BE�ISTRIBU7ED EVENLY AT 312'IviNC.SPACING SUCH I �DIMENSION TO GL OF STRIPE
THAT A 4'0 SPHERiCAL O&IECT CANNOT PASS THROUGH �
FLOOR-MOUNTED CONDITION I--g'-0'MINIMUM 9'-0'MINIMUM
�
WITHIN THE LOADING&UNLOADING ACCESS 5-0'MINIMUM WIDTH AT TYPICAL
- ' AISLE PAINT THE WORDS'NO PAF2KING'IN 12' ACCESSIBLE PARKING STALL.
�, 1-12'0 STAINLESS STEEL PIPE HIGH MINIMUM NMRE LETTERS SO T}VaT ff IS 6-0'MINIMUM WIDTH AT iYPICAL
VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. VAN ACCESSIBLE PARKING STALL ISealiSignature
coaE irrro�asnr�c coNCR� TYPICAL ACCESSIBLE PARKING CONFIGURATIONS
81tJSTALL WfTH NON-SHRINK 4pFE5S/p�
GROUT OR APPROVED EQUAL. O Q V ��
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�n O (j�v
"t,� - --- ' � No.20429
FITTINGS.BRACKETS,FASTENERS,BACKING 8 I I ~ � �'�
ALL MOUNTING ASPECTS SHALL BE CAPABLE OF � _ � .� � � �,p,c,���-ie �
SUPPORTING A 250 LB.POINT LOAD. � w � !'`� � �O n.
I �6 i � � � '� sr Civ�L �P
2 AlL WELDS,JOWTS,SEAMS,FDGES 8 CORNERS w I � �\\ p STRIPES AT 36'MAX.ON CENTER, 4�O.F Cp1.�F�
SHALL BE GROUND SMOOTH.PAINT i $ I I �� PAINTED A COLOR CONTRASTING
SPECIFlCATIONS TO BE VERIFIED BY CLIENT � � WIT}I THE PARI4NG SURFACE, IProjeet Name
� ANDlOR ARCHITECT. � � � � �� EITHER PAINTED BLUE OR WHITE
I � I EXISTING CURB I CURB WALL ,�Q' �
� = i � ry �\ Apple:Bubb 4
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I I CONSTRUCTION DETAILS
'�.�-_��.7'�� ;:�� ..� .`..-- --�cs. --'_�a ..�.:.�c,
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4.J+i rti.::':,:,j✓_,M'���;� ' - .
ACCESSIBLE ROUTE STRIPING DETAIL
'}' '_-°'_- --- -- -�sv.._ �v.n.c-.sm�
��;`��`-�.�,,N;QT�U�ED' ��;���d�� ���e 08 NEW HANDRAIL ATTACHMENTS TO EXISTING RAMP 04 ACCESSIBLE PARKING STALLS 02
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En the Santa C1ara Valley,slorm draina[low General Landscapi ng� � � ���� ����y���.yt�'Isry� D�,�[e�}E��'�Ki(^� FI e a v y �
dlrecUy!o our local ereeks,and on W San riO����'9�AS Stnrm Draln Poflution �� ���v�r� b7� a� Y t.�.� ��
Frartcisca8ay,withnotreatment Gonstruetion 0�9'�ea�meaofthesitlaautapakirg. Ga�-denlnry , fromLandscapingand E q Q.t ip m e n t ��
�xie�ud�g,abrMieeqspmC r� ' (�"� {� �y
Slarm wafer pollution ie a serioua pro6lem for rtmr��ss+nx,7tca�s'g��t�d5ead�asltri»eii J ; Swimmfng Pool Maiateaa�s�e ��f����� V����G��11 l� C� e r a�i�n
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witdii(ede endentanourwaterwa sandfor and Site �'�'�^s��Q�m��������f �ptan�andsca�m��ut� � �
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tNe paaple wha Eive pear PolluteA sireams ar . . r�:ess�Y.Na�ema�sm�rsoHsw. .mcreaecmeekPimeod ma ea�hand9artltn ._._._._.._..._ ._. . . ..,.. .... .... ...... _.._._.. ..... . ... _ .
baytands. SUpeIVISIOC� �Topreve.nio93ita4acimgo(dut,pvd3�; �cmem'zr�r.¢irunoec•.omavf�rtncrmr.�y,heb.7 Sf6PtI1W8lCC�6lfLLti011 � NTERRA GROUP
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t
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Propermanagementofconstrvctlonsites w�'' s,.vnmmflpoo�m�ermn�ani�d�nrt�aar.a CenSEruction 5'ttes SANJOSEG 45112
redaces pollutian signiGeantly. StormDrainPaifutmn[rom U Keepmataiahoutoimersn-psere�uoti wna�-+asaaa�,eamssnw�arx a�ee f��rat�Earfte-�Oauiezg.Qcfivifles �rp'�[C}�eW�Bfl'�I01 �C�`IVl4'7C5
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This sheet summarixes fhe"9eaf Management dsd�«aastccbm�okxahd� toic maquatl;t�k. ! '
QnsWdimstesae�mEnansaaccacfcsra�5 e9uiP�anitfscl.leak E�al,uU,ant:fsecxe�r . :
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preventlon. vNPiFdUtifnMata`e§aMw�f�tlett�oxu rro,,,,vinaamrnm a Besum6a�Callpourtity'sistffmLwaterissspecCor caumoneoarcesaTatormdrttircpait�twn_ � !
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FORSTORtutWATERI�OLLUTION °°""���b flledbaga.s4r�wwatlies,wo0u:rsedmient nana;la �
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tluipseiNeiercts�aeaeM+pSt�Cyhosingii '-�StweW:stcvles,Whs¢eta,anacdhar C]Nwttdlachnrgepool«syawaterfloa � �� P Y U+s.��enin.arenrciaeanann�.rnauia��.�n+, .
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fobedischargeciintnanystormdrainernaturaloutl�or lortlrywovAerpd4anaTomtJ�s,�i QPraetfm5aucefd�ltir,Ykat-srir6rt[�veslo trashDapceeolunuae�{usticidessa d[cfie5tad�rerBtauso£FRrwaddtc�watiarts, ❑ DBpEntling ort thti tCSt tHs�lts,gOfs tttey$e auapeceneh»,>mro�nsa:asntxaar;m.r.eeu.mnr
eWSGn.(iar¢tanpOY��v[y0;3n�c/P� `�7puta�srnv;crWxE55�1ifietCsetUi/. �y:arholswnste. C]oo tmiuseeoDPer.6asedaFg9eeMea. RCtar(p[hE.'R��lantl h'Sfer GIu31dy CdfiS'o6 �8avled tD di9C7b3;�C pllGlp6d aNUfldY31ES iC propar.y Elspasn na anaaeAaaum�cai,(.-aorc�o !
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conFaminatedorchlorinatedswimmirtgpodwrater,pestidd�, yei1,,6� � � �c�6�a�:ps�ra���a�,t�ns.
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enablecouitermeawres to be takei t� the C'it tominirrize ��co�u',�;�na��ry�»:'��P�,ta r ,s,. v:t�rto afscnasQin�Eo�ha ga���r;��c�r. ❑g.. �rb, ,r.p��rr����� <d:»�„
Y y `�t�ri�1"���°t"'�'�� ;cawswa+arym'stlirauhazlareataata5 J Donol�bmo�nkabave6lhto rt �+� >e+�•racF.�d ar �:naa�r,
darrgge to stotm ctains and the rec�v�ng uraters.This e�n t+�tfus;Wlfes.ug+Bte�tam,E7p Qes� �orrtore.tcdbr,rc�Lmm uq�x�aPrmit ti`e stmec c x+��*. I
rtatificationshantxfollaved,�vithinten 10 d oftheda[e �aeasmerimt�man��tmttires cntr�rzzroltr,immueRs:so+atwseiouaray o ua�zp�aik�=e.�,.ao.�i�br cct>�:ra�.
� � � ��a6�l�arOiiUi+g6�t.mWer. tkxiwl6ard(i'hscnkrewiicm�etflme .. � f� .�a+Yruveiltloe�n'iwa>d��o< <
of accu[retxe,by a detaited v�itte�statemem dascribirg the x�Maurzoa�J � " " °s�'`:<•""°`•�""
❑cre u�onnieo�euc....�5cei3qny va.�,e
causesaftheaccidecdaldischargeandthemeasuresbeing - P�Pe:,����paaEa,as�ars.�,�.<en�a.. �
takentoprcventfurthero�ur�oes.5uchnotifreationswiilrot R cauei+enroieni<�caas�pum j
relieve persons of liability far violations of ihis diapter or forany ❑,r t�,<.tir,;u p<�rPr e s:a=�E;e,n�ob:,.s�a �
finesimpr�sedontheatyonaccounittBreafunder5ediair The pr+�p�r�owr�er ane!�he contractor�shar�u�tima�t�resp�r������ifi���� n�.�=nuaa.:�,°"JcaYusv.praptrrt�ar�bs ,
T�se an:i;ocm:nnl.Ynu miosta'�su�evon�i co na
13350 of the Caiiforria Water Gode,ar for vlolations of Section �r s�,�°K�°�f ts:°m°.:-r s��'�°"°. I
5650 af Califomia Fisn andw�dlife Code,or any auzer ������ierities tha�occur on a cc�nstruction sit�. l��u rrtay���ld�-�����i��� ;
applicab�e pravisians o{State or Federal kawa I
9.1&.220�J'wlaSas• for any eravironr��n#�I damage�aused by your�ubccaratr���������������s �
�
Any person�MSo violates any pmvision of this Chapter sha0 �
be�iEty af a mfsde�neanor and upon carrvidion th�eof sha11
be punishxl as provided in Chapter 1.12 ofthe City of ,:� ;
Cc{�ertino MuniciFal Cade. �� {
Pai nti ng and ' �
CFtiapter 1.12:Ger�rat Perefty,SecYion 1.12.010,paragraph D, �'; nurfr�g ecnst�oe�°ort
�t�.: �a: Roadwork Sto�an ESrair�e�cspe�ta�st Fr��s� �e���r���
! Q:Qan't mle uRmore Yiesh uveuxel¢ar cem�rr
Appli eation of � a n d �j"a([1���(!;�(y6(( e��d �ry�a� ��"you wll uca Li a wa-Aour�arinE, � I,'�Date Desuiption
Unless othennrise&peafied by this code,an p,t,k�,,,� �` ;< « �•����' iJ Sat uA��068+'�e�malt mirera on sarps ar os.�a�s ISSUE FQR PERMR
������'p'� hzasyptstir,dcpttol�s. A 1023.15 ADDENDUMA-PCCOM�AEPf�S
irtEradionispunishabteby: e��� �PainlUtQ�sanOdBtf10mnenhazafdoua RaadV�ving,suAarirg emfysramat�ia�mo.ai � � {"��i�atiar� :�SYMmcleantn3upx;te:a���e�sapoeAdoavafx 1f.04.15 ISSUEFORBID-PATIOIMPRS.
sx� andsard 6lasdn P a v i n g nappen r�gri:�n tns sc�ak msa�v t�e�o arre n�mero^.�s� �1'F �'m�l�B�J$��Q$r$i I
1. Afinenottoexce�5l00forafirstvidation ^-t{'`y��+ry� MI P0�9 9�V� <on:t�uc�r�n,was�tirmsonrodiecareas,nat
AWIIGa7tY� sr+opuvnrm6ecicamdaslcc4cpa:^.hsxd 7NPortvaitiaaftuasai,�r'Rae�.:ukaWrry�or aaw��t��atu�we:aYarnutNucire<lc�carrn fl�r{.�J�1f{lCt�tG
2. A fiine not to exceed S2�far a secmd vial�im e ex�avg��a,��;�F w�rA�n�y e�r�.�xr.,,a�=n�, gtictrm bra�en Fo![�etea n fcosn ""'"•
Ssposedot as rah. �
3. A flne not to e�cceeci S5Q0 far a third vioEaGan af the exc.s u�a��»sg�raquaod ru msae anm d�sease as
❑ChnroulpaintsftlppingmsNue,a�c.�aps Ganeral Buslness Pr�cfices malrrinis�en;�e�I�rer.dgvardn�eimiPal6itiernof Fr�es�n Coc�crete ane�IGl�rt�r C]FeateetaPp�m��n��r.�iaxm.�,x�n� Dispusat f�rg�a f
same chapter within one year. �,a a�rror,m�Nno nYtts�or it45 Gj5 o�msar from r.�rzhN arrd ma315 un�lPaa
P W 8femt d:sms�wa;ks,mndlT.a ESFiy.
StormDrainPonutionfromPaints, m�;o�,ytw4mosuyocrrih�ayttlnmuu ❑ Uevelopantlimpk:�nonlerosion/saa�ment ��7�PIBG�EIQ�Y3 �ace:�einasar� �R�E�t�r�e�CSS
f �bfi&p�S-0�ast6�r�tsx^�.L.E*ad euntrol pl3nstcr roadway om6aankmonts. �Plno&do:rr:as
9.iff.?At}Civii per�lty for ilticit d'wcharges 5olvents,arrd Adhe�ves c4=ea a�rsssiese�otis�
k�edpa�,ircmaatrse�a;r�astace-ur.��cd p Saned�leew^,avaBanarxi rad7n wurkduris Freshconc?ete�andcem�nh-mkaSadmurlaxs mlywsa�.�a:n�xs,trrata;eaait}fmr�aoma {�tS� $[�f)i�Ls43i'�n C.11"1C�3 '
!�n ersanwho�ischa es Ilutants,inviolationofthis Fec�,���.��uear��e�cm��, m�a A 9 s � � '
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Chapter.by the use oF i�icit oarmecfio�s shall be dvilly Gable to �'�'t"�a'�"�""""�Ok''�"��'� dry weather. De�ring Consfruch'rsr[ I
aac�s.:.�Fr��uvro3aY�adtt�Pa6se0rrstn ❑NS.wnM.aqqirca'c:eair.gbu76iganderbrs &sefoaeiaf�5hascclYheaqu�L+c vr.xnecartaccTn�unH�a�:o�ser Of�T'dT31'�011S4Y7i5t8�Yl116
theCityinastmnottoexceedfwe�rty-fivethousand To�dcU�ntc�s C7 Gncch'cranaropairloaktnflequ{ptnant, aopar^,�,er(aJtcvacua�nod(�macetcl;¢�saf
1t InayCm�ettu�;6qu%�pgu+�� k�53�hrzj�prts;iapwaar,dbckszirmctr�rw. ❑Avaidpaviqgao�SonitOSdn�inW6t Cn4l(Onfiefld,Di&(fa5if1g41'SMeSCmatbra[a �yjy,�bY�ot%7lgesro:m0rain(a�at.lf ar.eeUgibtetausethisprogram.
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dollarsperdayperviolafionforearhdqrtnH+hichsuch ��;��y,�y��hesive�6Mdearenqth;� tr6c+ssl.Cr,�ek�i:niCuptrt;mS�ri�ray deaignate6r�raaeinyawma!nter,ancayt+td, freshmafaiialuf7eanvdnaA�t atar�:va;e7 S:ci[mdes�ns.,ceousec.serivus m8lorns,and Y� N WQ'��lVOyC�a'l�/JLLY
�iolationoccurs. �,,,��re K}iy� �J P tAriara¢re�u�entt,fi�usrxr�rsnchc��r.t�rso=
ctie�ea poss�fe.aS�osaioF R�tr;ctiotrcdoulayaecanmapaemiert3�e wheredoanuplaa�:artr.AvoWperarmMg runoif. ispmhiMtcNby�m, ata,marsm�m. �a�a�i�
prq�mjlapeieretlrsc,n�+aNshomnadeg washwxerahddlspomofkinasan'tary equipmenlrepairsafwnzfiucfionsiies. �
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Exe�pts-ForcampteteC'ADEta�guagerefertotheCdyof °� ����ti n O tiVhenm(ue4ngorvohenvehicle�quipment whenappiv{�se�leuat,sicrrysca4tagaea4 cp�ntAcry'ec�nr,tldfsposoolpmpo�ly.
C �OMU�ICI ICtlfIB. maintenancemust6erioneonsi.e,designatee orsimltdrmalerimis. Genera0Bus4eessPraeflCos Recyck+la�yichuu{so;Mrok¢:Icen�e;a.Eta
��� � ----�� ��� ❑WashwalertrompahfdlWHdNgs IccaCan.rssaylromstorm8rainsanCraeeka. rsu�r.redcicsm,3-;ta.o^aWe•h+^aarvrecyefvrs.
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APPRAVED�14� SHEET:
`-�� -�--- CONSTf�IJCTI�N B�ST MANAG�MENT f'�CTC��� ► ���'�Y� ��� ��'�'���� t �:� � �DeacriPtion
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. ALLEXUTILITIESTOREMAIN � �' 1 ` ONSITEFORSITEACCESSICLOSURES,PHASlNGETC. NTERRA GROUP
/• � AND 8E PROTECTED IN PLACE i!�515.FlR57 5T,n 2i a
,,� �!, 2. CONTRACTOR TO OBTAIN AND PAY FOR ALL NECESSARY PERMffS FOR �?�%J�OSE CA 4.5112
" -/ - . � � . ' �, � ��� � �l , '��t �1 ' DEMOLIT�ON INCLUDING BAA�MD.CONTRACTOR TO NOTiFY ALL REQUIRED
... ,. •�- . AGENCIES PRIOR TO DEMOLITION
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',,,. .,�\ I/ , a ; �l , OWNER AND ARCHITECT SHALL BE CONTACTED.THE REMOVAL OF THESE
�� HAZARDOUS MATERIALS SHALL BE PERFORMED BY OTHERS UNDER SEPARATE
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-� / ' � ' -� i �� FOUND TO BE PRESENT THEN ADDITIONAL ASBESTOS REMOVAL PROCEDURES
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A FULL TIME SUPERINTENDENT SHALL BE ON SITE DURING DEMOLITION TO
� � OVERSEE ENTIRE OPERATION AND OBSERVE SAFETY PRACTICES.CONDU
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� �' ' �� ;�-��-�-� l " ' " ' '� ����� � ,��/���' ' ��II � f 1,y�,jJ � PROGRESSES.DO NOT PERMIT DEBRIS TO ACCUMULATE ON SITE.
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f 1� '�- ` T H E I N T E R R U P T I O N O F A N Y S E R V I C E S,U T I L I T I E S O R A C C E S S,N O T I F Y T H E
i .i ; j �I./; : � _/�/ //_ I I I� I' I ! � ARCHITECT AND OWNER IMMEDIRTELY UPON DISCOVERY OF ANY SUBSURFACE
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`-�----- EX CURB RAMP TO � 1 r �V� � ' PROVIDE NOISE AND DUST ABATEMENT AS REDUIRED TO PREVENT
�i �� �� ���/ BE REMOVED. / �� �! �; �O I�;� j I �� CONTAMINATION OF ADJACENT AREAS.A FULL-TIME H�GH PRESSURE WATER
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� �� I�� ^ —r ��I � ., ,;,I ,..$b* �"~�� �! � � � BE REMOVED AND ALL OBJECTS TO BE PRESERVED THE Df2AWING MAY NOT�
; z '� �� "''' �� � I( ��"' c � � SHOW ALL OBJECTS EXISTING ON THE SITE.WHERE SPECIFIED,PRESERVE IN
I ' I � I C i � � �� � a OPERATING CONDITION ALL ACTIVE UTILITIES AND SERVICES TRAVERSING OR
;,�'j,�}(j'�.z.s.�, �! � ¢Z �i ` +_.g�_ �EX}1REE TC � �CONTRACTOR TC CQNFIRM : � ' I� 1 �,; j; Q WITHINTHEPROJECTSITE.PROTECTAILPROPERTYAN�APPURTENANCESTO
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CONSTRUC110N NOTE3 LAYOUT NOTES KEY NOTE3
L DaSTNG CO�DI110N5 4. EXTHJT OF REWORK 1 FOR ADDfT10NAL WFQRMATION SEE LANDSCAPE DETA�.S AND O EXIS7gdG PAVING TO REMAPJ Is���
PRIOR TO PROVIDING A PRICE PROP05AL(B�DING),VISIT T!-�PROJECT A� WF�RE EXISI7NG ITEMS OF WORK ARE TO BE CUT.ALTERED,REMOVED OR SPEqFICATIONS.
NSPECT Ti�EXISTYJG CONDITIONS. ATTEMION 15 DIRECTED TO T4�FACT OTN�WISE WORKED UPON.CONTP�IUE REMOVAL AND PREPARATORY WORK 2 PROVIDE POSITiVE DRAINAGE AWAY FROM ALL BUILDWGS(MIN.28
TNAT TI-E DRAWQ�GS AND SPE(�FICATION$DO NOT f�CESSARiLY I�DICATE lkyTR.SOU�,SOLD AM1D FIRM SURPACES,STRUCTI�AL OR SUPPORTGJG SLOPE). Q �W BROOM FB�BSN CONG,NATI�AL COLOR
D�AALL�W WORK SIa�ALL�EDXPECT��0 P�U�COt�ITIONS BOTH MEMBERS OR lA�1DERLAYMENT ARE CLEAN AND FULLY EXPOS�. �y`�`���
EXP05ED AND CONCEALED,GFNERALLY CNARACTERIST�C ON CONBT�2UCTION 3. Nl TF{E EVENT OF ANY DISCREPANCIES BETWEEN TI-BS PLAN Af�
OF TI-IE TYPE. 5. CUTTB�IG OF CANCRETE.MASO�RY At�ASPHALT GONCRETE PAVNG ACTUAL SITE CONDITIQNS,TNE LANDSCAPE ARGWTECT IS TO BE 3O DECAMPOSED GRAMTE(GOLD)W/STABILIZER N�J
NOTIFIED IMMEDIATELY. (S�DETAfL 4,SF�ET L4.0 �PA�A����
2. DESCRPTION USE 5AW5,SUPPLEMENiID BY OT}-�2 SIATABLE DEVICES TO PROVIDE CUTS 4. ALL GRADING At�DRAQJAGE IS SNOWN CONCEPTUALLY FOR � �'°JO"' *
VJF-0CN ARE V82TICAL IN RELATION TO THE ORIGWAL PLANE OF FNHSN. DESIGN PURPOSES ONLY. CONSULT CML FSlGfNEER'S DRAWINGS 4O BIKE RACKS � �.9r �
TNE WORK SNALL WCLI.DE TI�FWI568NG OF ALL NECESSARY MATERIALS ALONG STRAIGHT Uf�S,AND WITN NO UNDERCUTT9VG,FEAT4-�R EDGES FOR ACTUAL COMOURS.AREA DRAW TYPE.COf�IECTIONS TO � ���`�
AND E�UPN�NT,ArA PH2FORNJNG ALL LABOR F02 DEMOLITION,CUTTmG L005E OR DISGJTEGRATED POR770N5.LEA4E CLEAN At�SOl&�SURFO,CES. STORM DRAWAGE SYSTEM,OVER ALL SITE DRAB�lAGE,AND SPOT °
AND PATCI�'NG.AND RELAT�WORK I,PON AND ABOUT EX15TING ���W CONCRETE IS TO BE PLACE UPON OR AGAWST EXISTING ELEVATIONS. O5 5�1E A-�RMTURE BY OTNERS I���
CONSTRUC110N. REGIU�D AS PREPARED FOR ALTERATI�JS OR ADDITIONS ���T���DOES NOT RE�URE CUTT�IG,PREPP.f�EXISTPJG
TO AS�IDICATED OR SPEC��D. t�W WORK SNALL BE A5 SPEC�ED N CONCRETE BY MEANS OF ETCI-QJG.BUSN-NAMMERNG,CI�PP�G, 5. ENT92E SITE 15 TO BE ROUGH GRADED BY TI-E GRADWG Appie:BUbb 4
TI-�RESPECTIVE SECTIONS ELSEWI�RE W TI-�SE SPEC�ICATIONS. WFERE SA�BLASTNG,OR OTI�R SIATABLE tv�TNODS AS REQUIRED TO BOt�t�W CONTRACTOR TO WITWN FOOT OF FY�65H GRADE. LANDSCAPE O �6 T����� Know whaYs b@IOW.
A SPEC�IC REM IS NOT SPEGFED OR SPEC�ICALLY SNOWN.TI-E MATE�JAL �✓�K TO TNE EX15TBJG. CONTRACTOR IS TO FWE�RADE ALL LAf�DSCAPE LANDSCAPE CBII befO�C y0U dlg.
AND INSTALLATION SNALL MAT(;�I TI-E EXISTHJG ADJAGB�fT WORK, UPON q2EAS.
COMPLE710N OF WORK PERFORN�D UI�ER TI-05 SECTION,LEAVE TI-IE WORK 6. ALIERATIOhI�',CUTTiJG/�D PROTECTION O REMOVE(E)PLANTB2 WALL �Pro�ctt+umbnr
BLErDE�-N WITN,AND BO�ED OR SEGURED TO EXISTP�G WORK,WiTI-I NO 6. TI-�WORK bJ T1-�SE DRAWNGS APA SPECWCATIONS MAT RUN
EVIDENCE OF TI-�NEW WORK OR CONTRAST WITN EXISTWG WORK. ASSIGN 74-E WORK OF MOVWG.REMOVAL.GUTT6�1G AND PATCF�i JG,TO CONCURRHdTLY WITN WORK BY OT}1ERS. TI-�LA�SCAPE 15.61
PATCI-�Af�R�A62ED AREAS SW+LL BE IN TRI�E PLAt�S WITN CLEAR TRApES QUAL�D TO PERFORM Tl-E WORK Pl A MA�R TO CAUSE LEAST CONTRACTOR SNALL.COORDINATE{-05 WORK WITN OTNER
LP�S.SNARP COR�RS,TIGNT JORJTS,AI�A OTF�R REQURBJ�BJTS A5 DAMAGE TO EACI-I TYPE OF WORK.ArD PROVIDE MEANS OF RETURNNG CONTRAGTOR9.
�+
REQURED FOR NEW CONSTRUCTION OF RESPECTIVE CRAFTS. SURFACES TO APPEARANCE OF t�W WORK 7, qLL DIMENSIOhS ARE TO BE TAKEN FROM FACE OF CURBS,FACE �YO���� LANDSCAPE LAYOUT
3. B�GLOSl�2ES AM BARRICADES PERFORM CUTTNG A�REMOVAL WORK TO REMOVE ANNMUM f�CESSARY, ����.�FACE OF BlJLDINGS U�LESS OTI-IB2WISE NOTED � P�N
AM�W A MAN,�R 70 AVOD DAMAGE
PROVIDE.INSTALL AhD MAFJTAW,FOR TI-E DURATION�TI-E PRO.�CT,ALL B. �.A.l INDICATES PLANTh�JG AREA. E.,1.-EXpAN510N J09VT(SEE LANDSCAPE DETALS>
BARRICADES,FENCES.RALB�IGS,LIGHTS.WARMNG 51GNS,SIGNALS,At� A CUT Fff�dSFl SURFAGES SUGFI AS MASOrRY,T9_E,PLASTH2 OR
SW1�AR ITB�AS REQURED BY GOVERrJNG AUT�IORITES,TOGETI-ER WITFa ANY METALS,BY tv�TNOpS TO T52ANNATE SURFACES PJ A STRAIGFfT 9. CONTRAGTOR 51-IALL KEEP EXISTWG SITE DRAP�IAGE PATTB2N5. Is�
ADDfTIONAL ITEMS WDICATED PJ TI-E CONTRACT DOCII�VENTS OR LNE AS NATIJRAL PONT OF DNISION. 10. PRIOR TO ANY DIGGfNG.CALL Wi D�GROIND SERVIGE ALERT. ��'� 1°=8'
NECESSARY FOR EXECUTIOfJ OF T!�PROJECT. TAKE ALL OTF�2
PRECAUTIONS RECiURED TO SAFEGUARD PH250NS,TI-�SfTE APE�ADJOINNG I . 1 EXfSTE1G TREE TO REMAeJ o 20 �e 2a
PROPH2TY AND SPACES,PICLUD7VG WIPROVEMENTS TL�2EON,AGANST �F��T��PATCWNG AS SPECF�D W 1�2EBd. � /
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9JJLRY A!�DAMAGES OF ANY NATURE PROTEGT EXISTBVG F�1SI-�S,E�UPMENi,MID ADJACENT WORK W�ECN IS �� Sca�e 1'= e ft
SCI-�ULED TO REMA6�1,FROM DAMAGE. / � L 1■O
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A 10.23.75 AODENDUMA-PCCOMMENTS
PLANT LIST PLA�lT NOTES PLANT 3YMBOLS
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'RAINBIRD'(MDCFCAP) `, '/� �\�./.• 7 EM�TT�` F�eya ca,nv� csax-r-�Exao�er�zne.� � �
� � O RAW BIRD XBT-10-6 �pq�gpZp. 'RAa.es2p'Bm CAP _ ,.:-.;_ uose ae.c�+r t.s rzE�mi I
LANDSCAPE DRIPLINE TUBING g TOP OF MULCN DGi�ON 7LBt�G ���� ,�I I I—I I I'. :'.: P���
OR � �ar�aao• ��I I ." y Apple:Bubb 4
1/2-INCI-i POLYETNYLENE PIPE
9 FU�USN GRADE vT CO����F�6 �
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O �:.. I_TT�i_- �:. �PmJedNumber
PVC SCH 40 TEE OR EiL 1NATWCL BACICF01 I I I pe��csxn conn�cT�ro
p ANCHOR STAKE�' ��—I I I,-I�� RRKA770N LATERAL L6� 15.61
O RAN B62D(TD$'0�.�) V2'M I�PT X V2'BARB ADPPiER 'I�0.NiER'HCV Cf-ECK VAIVE
PVG LATERAL PIPE 5•p�r,,-pq��,
O 150A-O507 BY RA4�8sA' �'�N�'� IpeSG�PtlOn
3"MWIMUM DEPTN OF ��5 LANDSCAPE
3-INCl-I MINIMUM DEPTI-1 OF �'4"WASNED GRAVEL
3/4-INC4a WASNED GRAVEL NpT6 l $TAT1G WATER PRESSURE AT FRST NOIILE TO BE 40 P.51 CONSTRUCTION
L RAW 882D XBT-XX-6 IS AVAi_ABIF PJ TI-E FOLLOWL�IG MODELS� 2. SpACT'G OETWffIJ IdOZ7_LES NOT TO D(CE�66 NCI-05 DETAILS
X8T-05-6 0.5 GPI-I 3. 20 GnLLONS PER trL'�vTE h1.4xrva.M FLOw FOR EACN'RAr�BaD'
XBT-10-6 LO GPFI XF-SEQ�S DRP TL�NG LAT62A1 LI�E. IS�
XBT-20-6 2.0 GPN a. h57ALL RAh9Rp�PRESSURE R�UCN(;Fgg�2 pN EAGN RRiGAi�l
GONTROL VP1.VE �RF-100-RB17.
5. CQVPLY Wlhl ALL MANI¢AGTUZES NSTALLATION NS7R1JC710N5.
L4.1
9 FLUSH POINT DETAIL 10 MULTI-OUTLET XERI BUG OUTLET 11 NT SERIES MICRO POP-UP SPRAY DETAIL 12 TREE BUBBLER DETAIL
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i (NOTE:APPLE SPECIFICATIONS MAY OVER-RIDE THESE SPEC'S) o oi'e o�o'a�a
� C. CONTROL WIqE CuperA°°�CalLomla 950�4
; LANDSCAPE SPECIFICATIONS 1.4 WARRANTY 1, DIRECT BUR[pL REMOTE CONTROL WIRES,U.L APPROVED 1YPE U.F.MINIAIUM OF
4 64 INCH NNYL INSULAiION. CONSIJLT VALVE MANUFACTURER'S CURRENT WIRE SIZING F. IRON SULFATE: STANOARD COMMERCIPL BRAND.
! IRRIGATION SPRINKLER SYSTEM AND LANDSCAPE PLANTING A FUftNISH OWNFR WRH GUMMtiEE TI1AT IRRICATION SPRINKLER Sl'STEM IS FREE fR01A C ART FOR REOUIRED WIRE S2E5.
�EFECTS W MA'fERVilS ANO WORKMANSHIP,AND THE V70RK HAS BEEN COMPLETED IN C. WOOD CHIP MULCH
I 1.0 GENERAL ACCORDANCE WITH DRAWINGS lJiO SPEQFlCATIDNS,ORDINARY WEAft AND TEAR.UNUSUAL 2. COMIAON RE7URN WIRE=WHI7E,PILOT WIRE=RED,�RANCE,OR BIACK. � pLL p�MED AREAS,IXCEPT NRF,SHALL REC�VE A TOP DRESSING OF MULCH
ABUSE,OR NEGIECT ACCEPTED.
3. MAKE SPLICES WfTH'SCOTCH LAK'N0.3577 CONNECTOR SEALING PACKS,4R CONSISTING OF RECYCLED,NON-DYED WOOD CHIPS OR FlR CHIPS,MEOIAN GRIND 3/$TO
� A THE WORK INCLUDES LABOR,MATERiAlS,AND EOUIPMEM REQUIRED TO COMPLEfE WORK B. PROVIDE CUARkNTEE FOR REPAIR OR REPlACE17ENT OF OEFECTS IN MATERIPL OR APPROVED EOUAL. TO 3/4'ONA1EfER. SHREDDFD BARK IS UNACCEPTABLE
INDICATED IN DRAWINCS AND OESCRIBED IN SPECIFlCATIONS. WORKMANSHIP,SEfRING OF BACKFlLLED TRENCHES,AND TO REPAIR Oft REPLACE DAAIAGE
RESULTING FROM THE REPNRS OR REPLACEMENiS OF OEFECTS WfTHOIJr AD�mONAL COST TO D. SPRINKLER HEApS,flEMOTE CON'TFiOL VALVES,AUTOMATIC CONTROLLER,QUICK COUPLER D. PLANT MATERIAL
1, PERFORIA WORK IN ACCORDANCE WITH BEST STANOARDS OF PRACi10E RElATING TO OWNER.
VARIDUS TRADES,AND UNDER COYTI4UDUS SUPERVISION OF A COIAPONENT FOFEMAN 1. IYPE,SIZE,AND LOCATION INDICATED IN ORAWINGS. /. CONFORM PLANT MATERiAL,IN�ICA7ED IN�RAWINGS 9Y THE LISTEO NAAIES,TO
CAPA6LE OF IMERPREfIYC DRAWINCS AND SPECIFlCATIDNS. C. MN(E REPAIRS OR REPIACEMENTS,INCW�ING COMPLEfE RESTORATION OF�AMAGED 'STMI�ARD PL4NT NAMES',SECON�EDITION. EXCEAT FOR NAMES NOT IYCLUOEO, '
PLAMING,PAVING,�R 07HER IMPROVEMEMS OF AN'/KIND.WfTFiIN A RE{SONA9LE iIME 2. LOCATE RQAOTE COt1�ROL VALVES AND QUICK COUPLERS A MAXIMUTA OF 72 FOLLOW THE ESTABLISHED CUSTOMS OF THE NURSERY TRADE.
8. PAIOR TO CCNSTRUCi1ON VERIFY 7HAT COYIRACT DOCUMENTS REFLECi LATEST RENSIONS, 15 DEfERMINm 8Y OWNER,qF-fER RECEIFi OF WRITTEN NOTICE INCHES FROM CURB,WALK,OR HEA�ERBOARD. � . I
INCLUOING PIAN CHECK I2EOUIREAIESJTS. 2. ALL PLAMS SHALL BE TRUE TO NAME. TAG ONE OF EACH BUN�LE OR LOT WfTH THE
C. CONSTRUCT IRRICATION SYSTQA USING MA7ERWL AND METHODS CONFORMINC TO 0. IN THE EVENT OF FAILURE BY CONTRACTOR TO 1AAKE REPAIRS OR REPLACEMENTS WfTHIN A E. BACKFLOW PREVENTION NAME AND SRE OF 7HE PLANT,IN ACCORDANCE WRH STANDAR�S OF PRACTICE �
APPUCABLE PROVISIONS OF UNIFaR1A PLUM8ING CODE,PUBLISHED 6Y WESTERN TEN�AYS AFTER REC�PT OF WR(TTEN NOTICE,REPhIRS OR REPLACEMENTS WILL 6E RECOMMENDED BY AMERICAN ASSOCV�TION OF NURSERYA!EN.
PWIABING OFFICIALS ASSOCIATION,NATIONPL ELECTRICAL CADE,AND OTHER CODES �E BY OTHERS AT 7HE EXPENSE OF SUB-CONTRACTOR. 1. BACKFLOW pREVENiFRS 0.S INDICATED IN ORAWINGS Oft IS APPROVED BY LOCAL tdTERRA GROUP I
PROPERLY GOVERNING THESE ACTMTIES AT hiE LOCATION OF THE WORK. E WPRRANfY PERIOD FOR IRRIGATON SPRiNKLER SYS�EM,1 YEAR FROM�ATE OF ACCFFTANCE GOVERNMG BO�Y. 3. ALL PLANT MATERIALS SHALL MEET THE SPECIFlCA710NS OF FEDERAL,STATE.AND i i55 h.Fl�Si Si,Y 2ta
BY OWNER. 2. DO NDT LOCAlE IN LAWN AREAS. COUNiY LAWS,REOUIRMG INSPECiION FOR PLANT DISEASES AN�INSECT MFESTA710N5. $AN JOSE,CA 45112
1. VERIFY LOCAilONS OF EXISTING UTILRIES WHEiHER OR NOT SHOWN IN DRAWINCS. 4. PUlNTS SHALL BE SYMMEfRiCAL,iYPICAL FOR VARIEIY AND SPEqES,SOUN�,HEPLTHY,
lSSUME RESPONSIBILIiY FOR THEIR PROlECTION. 1.5 LANDSCAPE MAINTENANCE AND GUARANTEE 3. SCREEN UNIT WfTH PLPNi MATERIAL SHOWN ON PLANTiNG PLAN W LOCATON OF VIGOROUS.FREE FROM PLANi DISFASES.INSECT P6T5,OR OTHER EGGS,WITH
D. THE CON7RACT DOCUMENiS ARE NOT INTENDED TO CONFLJCT WRH REQUIREMENTS OF BACKFLOW PREVENTER OR ELSEYMERE ON SRE WHEN DIRECTED BY LAtJDSCAPE HEALTHY.NORMAL R00T SYSTEMS,WELL FlWNC THEIR CONTAINERS,BUT NOT TO THE .. -
A PROVIDE MAINTENANCE FOR PUN�NG AND IRR{�,q7�ON FOR 60 CALENQAR DAYS AFfEfi STACE ARCHfiECT. POINT OF BEING R00T BOUNO.
GOVERNINC ORDINANCES. WFiEN OPAWINCS 0.ND SPECIFICAiIONS DESCRIBE MATERIAIS, ACCEPTANCE
WORKMANSHIP,OR CONSTRUCTION OF BEITER QUALfiY,HIGHER STMDARD,PROVISIOPJS OF 4. AVOID USINC PJC PIPING IN BACKROW PREVENTER ASSEMBLIES. 5. USE ONLY PIANT 61q7ERUV5 THAT h4E FlRST CIASS REPRESINiAlIVE OF THE SPECIES
DRAN1NC5 AND SPECIFlCAiIONS TAKE PRECEQENCE i. WORK INCLUDES,BUT IS NDT LIMfTED TD.WATERING.WEEDINC.MOWING,FERTILIZINC, AND CULTNARS SPECIFlED AND TFIAT CONFORM TD ALL SfATE AND LOCAL LAWS =
E. OBTAIN AN�PAY FOR PERMRS AND INSPECf1QNS REOUIRE�FOR THE WORK. Cl1LTNATING,SPRAYING.CUTTING,AN�PRUNING NECESSARY TO KEEP PLANTS IN A F. VALVE BOXES GOVERNINC THE SALE,TRANSPORTATION,AND INSPECTION OF PLAN�4fATERWS. _
HEALTHY GROWINC CON�ITION,AND TO NEEP PIAtJTED MFJS NEAT AtiD ATTW�CTNE
F. BEFORE PROCEEDINC WfTH TNE WORK,VERIFI'DIMENSIONS AND�UANTITIES. IN APPEARANCE THROUCHOUT MAINTENANCE PER�OD. 1. CONTROL VALYE BOXES,AMEfEK N0,10-70-00 WRH GREFN COVER LID NQ.10- 6. PROYIDE ONLY PLAN(S WfiH 5TRAIGHT,SWCLE iRUNKS,UNLE55 OTHERWISE INDICATEO
fMMEDIATFIY INFORM LAN�SCAPE ARCHITECT OF DISCREPANCY BEfWEEN ORAWINGS, 773-004,CR EOUAL PROVI�E EXTENSIONS IF RE�UIRE�. IN DRAWINGS.
SPEqFICATIONS,AND ACTUAL CONDITIONS. COMMENCE WORK IN AREAS OF OISCRFPANCY Z• �A1MED�ATELY REPLACE DAMACED,UNHEALTHY,OR DEAD TREFS,SHRUBS,AND
ONLY!�F"fER RECEIVING INSTRUCTIONS FROM LANDSCAPE ARCHITECf. GROUNO COVERS Wlhi SIZE AND KIND INDICATED IN DRAWMGS. 2.2 L4NDSCAPE PLANTING MATERIALS 7. THOSE SPECIFlm TO BE ARULTI-TRUNK SHPLL HAVE AT LE0.Sf THREE MAIN LEADERS
3. PRIOR TO END OF MNNTENANCE PER10D,APPLY FERTILRED'D' 75-2-fi)AT THE RATE A, SOIL FROM THE BASE,
C. DIMENSIONS INDICATED IN DRAWINGS ARE A?PRO%IMATE. PROVIOE OFFSEfS.FlRINGS, OF 4 POUNDS PER 1,000 SOUARE FEEf UNIFORMLY OVER ALL P INC AREAS. 8, pLM15 THAT HAVE ENCIRCLJNG ROOTS,NOT R00T BOUNO,SHALL HAVE ROOTBALLS LICHTLY
SLEEYES,EfC..REOUIRED TO COMPLEfE THE PRQIECT. PEAFORId SIMILAR OPERATIONS FOR 1. E7(ISTINC SURFACE SOIL,UNL6S OTHERWISE INOICATED IN DRAWINCS,FREE FROM SLfSHED ON A MINIMUAI OF 3 SI06 TO STOP ENCIRCLING ROOT GROWrH.
L1KE CON�RIONS WffHDUT ADDfTIONAL COST TO OWNER.
i 4. UPON COMPLEfION OF INRIAL 60 DAY MNNTENA.4CE PER�OD,NOTIFY LANDSCAPE Sl1BS01L REfUSE.ROOTS,HEAW OR STIFF CL4Y,ROCKS,SIICKS,BRUSH OR OTHER
� 'I.1 SUBST�MIONS ARCHfTECT 48 HOURS PRIOR TO DATE OF INfTIAL INS?ECTION. DELEfERiOUS MAlEHtALS. 9. THE HEIGHT AN�SPREAD OF PLAM MATERIALS SHALL BE MEASURED WfTH BRANCHES REED ASSOCIATES
B. GUARANfEE THAT PLANTS AND PLAMINC A.4EAS ARE IN HEAITHY,THRIVINC CDN�ITION FOR 2. NAPVE 501�MHTERiAL E%CAVATED FROM PLIMING HOLES,FREE FROM ROCK OVER 7/2 IN THEIR NORMAL POSITION. ME0.5URE SRES OF PLANiS ON THE PLAPiT LISf. LANDSCAPEARCHITECNRE
A FURNISH MATERIALS IN�UANTITIES,SIZE,AND MANUFACTURE INDICATE�IN ORAWINGS AND /W ADDITIONAL 60 DAYS AFfER iNIT1AL AGCEPTANCE OF PROJECT BY LANOSCAPE ARCHfTECT, INCH IN�IAMEfER. sn Sou7M TMPFE STREET
SPECIFlCATIONS. 0. 5 ANO 15 GALLON CPN COMAINER STOCK SHALL FiAVE BEEN CROWN IN TRAT sur�rrvvuE,culFOw+t4 9�mr
1. FlNAL ACCEPTANCE MAY BE GWWIED AT THIS i1ME AS OETFRMMED BY LANOSCAPE 3. IMPORlEO SOIL,IF REOUIRED,SANOY LOAM TEXTURE. CONTAINER N0T LESS THAN SIX(6)MOMHS,BUT SHALL NDT HAVE BEEN .oe.�ei-�oaar.oa.�e�-ccurw
B. FOR A PERIOD OF 30 DA15 AFTER EXECUTION OF CON7RACT,LAtJOSCAPE ARCHITECT WILL ARCHRECT. OVERGROWN IN THE CONTAINERS Sb AS TO HAVE BECOAIE R00T BOUNO. .,�...,,,y.e�n.ep,,,4�,y,on
CONSIDER FORMAL REQUES�S FROPA CONTRACiOR FOR SUBSTITUTIDN OF PftODUCTS IN PLACE A SUBMR SOIL SAMPLES AND ANALY515 OF IMPORTED SOIL 10 LANDSCAPE 8. 15 CALLON CAN CONTAINER STOCK SHALL HAVE A PLANTm HEICHT OF 6 FEEf WITH
OF THOSE SPECIFIED ONLY UNOER THESE CO4DIT10NS. 2.0 PRODUCTS ARCHRECT FOR APPftOVAL PRIOR TO DELVERY TO PROJECT SITE. t INCH CALIPER TRUNK.
1. WHDV SPECIFIEO PRODUCTS ARE NOT AVAILABLE THROUGH NO FAULT OF SUB-CONTRACTOR. 2,'I IRRIGATION SPRINKLER MATERIALS B. SHOULO LANDSCAPE ARCHfiECT REJECT ANY PORTION OF�ELJVERED SOIL,FOR MfY 2,3 SOURCE Ql1ALfiY CONTROL
REASON,SELECT SOIL MATERIAL FROM A DIFFEREN�SOURCE AND RESUBMR TO
� 2. WHQJ R IS CLFARLY SEQJ IN THE JUDGMENT OF OWNER,THAT A SUBSTiTUTiON WILL A. PVC PLASIIC PIPE AND FITTINGS UN�SCAPE ARCHRECT FOR APPROVAL WITHOUT A[301TIONAL COST TO OWNER.
BE TO OWNER'S BEST INTE�RESfS IN TERMS OF 7IME,COSf,OR OTHER CONSIDERATIONS. 0. PERFORM INSPECilONS OF CONSIRUGiIOPI FOR THE FOLLOWINC PARTS OF THE WORH:
I 1. MAIN LJNE(PRESSUREI PIPING,TPE t12Q-7220 SCHEDULE 40,NSF APPROVE�, B• ORGANICFERTILIZERSANOSOILAMENDMENTS 1. INSPECTION UPON COMPLETION OF PRELIMINARY FlNISH GRAOING AND IRRIGATION
� C. SUBMIT A SEPARATE REQUEST FOR EACH SUBSTITUTION. PRDVIDE COMPLEfE DATA LASCO,JOF�NS M/'JVILLE,OR APPROVED EOUAL. SPRiNKLER 5YSTEb1.
� SUOSTANilAT1NG COAAPLIANCE OF PROPOSE�SUBSTTNTION,INCLUpING PRODUCT 1. COMIAERCIAI.GRA�E ORGANIC FERTILIZERS AND SOIL AAlENDMENTS,UNIFORIA IN COAiPOSfiION, �
i IDENTIFlCA710N,MIWUFACTURER'S NAME AND ADORESS,MANUFACRIRER'S LRERATURE,AND A bWN LJNE PVC PIPE FfIl1NGS,lYPE t-11 SCHEOULE 40.NSF APPROVED. DRY AND FREE-FLOWINC,DELIVERED TO SRE IN ORIGINAL,UNOPENED COPf�AINERS, 2, INSPECTIDN OF PL.AMS PRIOR TO LAYOIJ�.
SAlAPL.ES 15 APPLICABLE. EACH BEARMG THE MANUFqCTURER'S CUARl.NTEED ANALYSIS. '
2. LATERAL(NON-PRESSURE)LINE PIPING,iYPE 7120-1220 SCHEDULE 40,CLA55 3. LAYOUi INSPECTION OF SPOTTED PLAtJTS.
D. MANUFACTURER'S WARWW�I6 WILL h0T RELIEVE SUB-COPf�RACfOR OF HIS LL4BILRY UUDER iHE Z00,NSF APPROVEO,LASCO,JOHNS MANVILLE,OR APPROVED EOUAL 2. MATERIAL YhiICH BECOMES CAKEO OR OTHERWISE DAMAGED,MAKING R UNSUITA9LE
GUM/NiEE,ONLY SUPPLE0.AENT THE GUARANTEE. FOR USE,WILL BE REJECTED. 4, INfTIAL INSPEC�ION UPON COMPLEfI�N OF PIANTING ANO TREE STAK[NG,PRIOR TO
�.2 RECORD DRAWINGS a U+TERA�PVC PIPE FlTfIt3C5,iYPE 1-71 SCHEOULE 40,NSF APPROVE0. q, FER7{�ZFR�A': ORCANIC FERi1LJZER FOR CENERAL SOIL FERTILRY IMPROVEMENT IN N1 COMMENCEMENT OF MAINTENANCE PERIOD.
LlSCO,SLOANS,�R Ar'PROVED EOUAL NRF ANO PLANTING AREAS SHALL BE GRANUlATEO/PELLEf2ED TYPE
A. FURNISH OWNER WRH A SEf OF RECORD DRAWINGS(RERROOUCIBLE VELWMS)OF IRRIGA710N 3. SOLVENT,TPE APPROVED BY MANUFACTURER OF PIPE AND FITTINGS. USE SCHEDULE HAVING A N6-P20-K20 FORMULA 5. FlNAL INSPECTION AT COUCLUSION OF ADDfiIONAL 60 DAY fqN�SCAPE MAINTENANCE
i SPRINKLER SYSTEM AT CONCLUSION OF THE INSTALlAiION. 80 WC THREAOE�NIPPLES W RISER lSSEMBLJES. . B. FERfILRER'B': ORGANIC FEFtTILRER TO BE APPLIED TO LAWN AREAS PRI�R TO PERIOD.
1. OHrAIN VELLUMS FROM LAN�SCAPE AACHITECT AT COST OF REPRODUCTIDN PLUS 25 SEEDING OR SODGING SHALL BE GRANULA7ED/PELLETIZED IYPE HAVINC g, �57ED INSPECiIONS WILL 9E N.ADE BY LANOSCAPE PRCHITECT aR AN AUTHOR32ED
PERCENT. 4. USE ONLY PVC PLAS�IC PIRE FREE FROM BLISTERS,INTERNAL STR�ATIONS,DENTS, N6-P2-KO(WITFI 1K IRON). REPR6ENTATNE.
I Wit�NKLES,CRACKS,HOLES,FOR�GN MATERNLS,SMOOTH INTERIOR WALL WfTH A GLASS- C. FERTILIZER�C': ORGANIC FERTILRE32 TO BE INCORPORATED IN EACH PIANT P17 SHALL
i B. 14DICATE IN RECORD DRAWINGS ALL CHANGES lRADE TO IRRiGA710N SYSIEId DESIGN. L�KE APPEARANCE BE A PLANT TFB WITH FORlAULA N20-P10-K5,SUCH!S 1. REOUEST INSPECTION BY LANDSCAPE fJiCHIiECT AT LFAST 48 HOURS IN ADYANCE OF
A COMINUOUSLY AND PERMANENTLY MARK EACH PIPE WITFi MANUFACTURER'S GRO-PDWER. i1ME INSPECTION IS REOUIRED.
� 1.3 EXTRA MATEFiIALS D. FERfILRER'D': ORGANIC FERTILIZER TO BE APPLIED TO LAWN AREAS AFfER NRF IS 3.0 E7(ECUTION
NAME,KIND OF PIPE,MATERIAL,SIZE SCHE�ULE OR T'PE,AND MANUFAGTURER'S ESTA6L1SHm AND AROUND INSTALLED CONTAINER PLANTS
A FURNISH OWNER WfiH 2 FACH OF 7HE FOLLOWING MATERIALS FOR EACH TYPE OF VALVE ���1"CONTROL IDENTIFlCATION. WRING 7NE MAINTENANCE PERIOD SHALL BE PELLEfEO lYPE
inr�o saawK�R H�,o iNsru�o iN nie srsreu: B. GALVANIZE�PIPEAND FRTIPIGS COMBINAf10N CHEMICAL ORGANIC FORMULA N15-P2-K6. 3.1 IRRIGATION SPR{NKLER SYSTEM
1. VALVE KEYS. E. SOIL AMENDMENT: IMPDRT TOPSOIL TO MEEf ORGANIC MATfER CONlENi OF A MIN.OF 3.5%BY A PREPAR,4TIQN
� 1. WHERE INDICATEO IN DRAWINGS,USE ASA SCHEDULE AO MILD STEEL SCREWED
� 2. SEFMCE WRENCHES, pIPE,GALV�LYIZED,WITH tAmIUM CALYAP112E0 SCREWE�BEADEO MALLEABLE IRON DRY YJEIGHT OR 1 INCH OF COMPOST.
� 3. DUICK COUPLEF2 VALVE KEYS. FITTINGS. �OPT10N i'-REOUIRE IMPORT TOPSOIL TO MEET ORGANIC MATfER CONIE7JT 1• COORDINATE INSTqLV.TION OF SPRMKLER MATERIALS,INCLUDING PIPE,TO ELIMINATE
4. HOSE SWIVELS COIAPATIBLE WIiH OUICK COUPLER VALVES. IPI(ERFERENCE WITH.OR DIFFICULN IN PLAMING SHRU85,TREES.GROUND COVER.
� 5. KEYS TO OPEN AUTOMATIC CONTROL CABINEf. OF A MIN.OF 3.5%BY DRY WEIGHT. EXISTINC OR PftOPOSED UT1LfTIES,AN�07HER CONSTRUCTION. RESTORE TO OR7GINAL
A GALVANIZE�COt1PLINGS MAY 8E MERCHANi CAUPLING. 'OPTION 2'-SUBMR SOILS REPORT TiiAT IDENTIFIES EXtSTING TOPSOIL IdEEfS CONTOURS AND ESTA9LISHm GRADES CHANGE�DURING COURSE OF iHE WORK.
ORCANIC MATfER OF CDNTEM OF 3.SR BY DRY WEIGHT OR GRFATER. d
1 2 �NET�EL�S.C04PPOS�TINC�C UNCILFS STANDARD TESRNGRATSSAURPNCE PR�RA�h1 3 T
�
p I
I B. INSTALIATION C. CUT PIPE CUT SfRNGHT AND TRUE 7 0
D. AFTER CUTTING,REAM OUT ENDS TO THE FULL INSIOE DIPMEfER OF THE�PIPE.
� 1. PRIOR TO INSfPLAT10N,LAYOUT AND STAKE PRESSURE SUPPLY LINES,LATERAL LJNES,AND FOLLOWIhG MATERIAL,PER 7,000 SOUARE FEEf,INTO THE TOP 6 INCHES OF SOIL,USING F. WEED CONTROL,PEST CONTROL,R MULCHING
LOCATION OF SPRINiCLER NEAOS. 08iA1N APPROVAL LAYDUT FROM LANDSCAPE E. IN CHANCING PIPE DEPTHS,USE 450 ELBOWS. A ROTOTILLER OR SIMILAR MACHINE,THEN THOROUGHLY WATER.
PRCHITECT. 7. WEED CONTROL 6dATERiAL SFi4LL BE A PRE-EMERGENT HER9ICI�E,ii21RUROLIN(TREFLW)
� F. SPRINKLER HEADS 6 CU.YDS. = RECYCLm COMPOST MATERIPL(SOIL AMENDMFNT) OA DIPHENAh410(�YMID OR ENIDE)OR APPROVm EOUAL,APPIJED ON PWITED
A IF EpUIPMENT IS INCORRECTLY LOCATED WRHOUT APPRQVAL,RELOCATE PFR 25 LBS. ORCANIC FERTILIZER'A' AREAS.DONT qPPLY TO TURF DEVELOPED ARE0.S.
� DIRECTIONS OF LANDSCAPE ARCHREGT WRHOUT ADOITIDNAL COST TO OWNER. 1, 145fALL TURf HEADS,WHENE ADJACENT TO FlXED OBJECTS SUCH AS HEAOER80AR05, 15 L6S. - SOIL SULPHER N07E:IN CfIlES ANO FOR PROJECTS THAT DO NOT PLLOW FOR SYMHEIIC PRE-EIAERGINI^
CUR6S,OR MOWING STRIPS,SD POWERED mGING TOOLS CAN PASS BEfW�!TURF USE A CORN GLUIEN MEAL PRODUCT.
� 2. CONNECT SPRINKLER IRRIGA710N SYSTElA TO POIM OF CONNECTION(P.O.C.)INDICATED HEAD ANO FlXW OBJECT WITHOUT DIFFICULN. 2. CULTNATE EXISTING PLANTING ARE0.S WfTH HAND TOOLS.
� IN DRAWINGS. 2. CONSI�ER fi PART OF CANTRACTOR'S WORK TO COMROL ON-SITE OR NFARBY PESTS THAT
i 2. LOCATE SHRUB HEA�S MINIMUM t2 INCHES FRCM BACK OF CUR85 AND EDGE OF 3. PREPARED SOIL MIX FOR BACKFlLL IN PRS FOR TRE6.VINES,AND SHRUBS,CONSISTINC ARE DISNRBING iHE CONDITIOU OF LA4DSCAPE IMPROVEMEKiS. IQ Date Desef�tlOn
0. MAKE CANNECiIONS AT APPROX�MRTE LDCAT10N5 SHOWN IN ORAWINGS. WALKWAYS WHQJ SHRUB HEAD IS MCUNiED ABOVE GRAC)E ON A RISEF. OF THE FOLLOWING:
3. CON7ROL OF PES75 INCLUDES,Bli�IS N0T UMITED 70 RODEN7S,RABBf15,INSECTS, pg,�g,�5 ISSUEFORPERA9T
B. ASSUME RESPONSIBILf1V FOR CHANCES CAUSED BY AClUAL SfTE CON�fTIDNS. G. CONTROLVALVES 1/3 YD. - RECYCLED COHIPO5T MAiERIP1(SQIL AMENDMENT) DEER,EfC.
2/3 YD. - NATNE SOIL A 10.Z3.75 ADDENWMA-PCCOMM.ENTS
C. TRENCHING&BACKFlLUNG 1. INS�PLL ELECTRIC NORMALLY CLOSED ANGLE CONiROL VALVES AS INDICATED IN 7 LB. - IRON SULPHATE 4. REPAIR DAMAGE THAT OCCURS TO THE ORIGINAL CONDITION Of IMPROVEMENTS,
DRAWINGS AND A�SPEGFlED BY MlJJUFACNRER. �4CLUDING REPIA^EMENT OF PLAM MATERVL WHEN REOUIRED,WfTHOUT ADDRIONAL
1. E%CAVATION INCLUDES REMOVAL OF WATER AND MATERIALS,OR OBSTRUCiIONS OF ANY AND ORGANIC FEftTILJZER'C�/S FOLLOWS(GRO-POWER TABS OR EOUAL) COS�TO OWNER.
NATURE THAT WOULD INTERFERE WITH THE WORK. 2, SEf VALVES IN VERTICAL POSRION,HOUSED IN AMETEK OR EOUAL VALVE BO%WRH
REIAOVABLE COVER,FLUSH WRH FINISHED GRADE.WHEREVER POSSIBLE,WSTALL IN A t��� �-T� 5. SPREAD 84Ri(CHIP AIULCH EVQJLY OVER EMIRE PLANTED AREA.EXCEPT 7URF
2. REMOVE FROM THE SITE EXCESS AND KASiE MAIERNL RESULTINC FROM TRENCHING SHRUB AREA. 5 CAL: Z-TABS DEVELOPm AREAS,TD A MINIMU41 DEPTH OF 3�.
OPERA710NS. 15 GAL• 4-TPBS
3. OIG 7RENCHES 57RNGHT AND SUPPORT PIPE WNTINUOUS�Y ON BOTfOM OF DRCH. H. ELECTRICAL WORK 6-B TABS FOR BO%ED MATERIAL F. PRELIMINARY INSPECTION AND STAGE ACCEPTANCE
1. PERFORM 0.ECTRICAL WORK IN ACCORbANCE WITH THE NATIOt1AL ELECTRtCAL CODE,THE 4. CONDUCT SOIL PREPARATION AND PL.ANTING OPERATIDNS ONLY UN�ER FpVORABLE 1, UPON CONPLETION OF PUWTNG WORK,NOTIFY LANDSCAPE ARCHfTECT THAT PROJECT
A. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT FOR iRENCHIkC E7(CAVAiION Sfp7E OF CALIFORNIA ELECTRICAL SFFEtt OROERS,OTHER APPLICABLE SfATE ANO LOCAL WFATHER CONDITIONS. SOIL SHALL NOT 6E WORKED WHEN E%CESSIYELY OR(OR WEf. IS READY FOR INSPECTION.
INDICATED IN DRAWINGS AND AS NOTED. CODES AND REGULATIONS.
A LPNOSCAPE ARCHITECT RESERVES THE RIGHT TO SfOP WORK TAKING PLACE DURINC 2. UPON INSPECTI�N,If LAN�SCAPE ARCHffECT FlNDS EMIRE PR6JECT COIAPLETE AND
( 4. COVERAGES ' 2. ASSUME RESPONSIBILITY FOR THE COORDINATION OF ALL ELECTHICAL SERVICE A PERIOD WFiEN CONDfTIONS ARE CONSIDERED DEfRIMENTAL TO SOIL STRUCTURE IN COAIPLIANCE WfTH DRAWINGS AND SPECIFlCATIONS,STAGE ACCEPTANCE WILL BE
A PROVIDE MIWMUM COVER OF 18 INCHES FOR PRESSURE SUPPLY LINES. CONNELiIONS TO THE LONTROLLER. OR PLANT GROWTH. GRM7Ep.
' I. FlELD QUAIJTY CONTROL C. PLANTING TREES,SHRUBS,&VINES 3. IF ASPECTS OF PRQIECT ARE INCOMPLETE OR lMPROPERLY INSTALLED,COMRACTOR WILL
8. PRONDE MINIMUM COVER OF 18 INCHES FOR ALL NON-PRESSURE LWES IN�ICATED gE NOTIFlED AND HAVE 5 WORKING DAYS IN WHICH TO CORRECT OR COMPLEfE THE
� IN DRAWINGS. 1, FWSH PIPES 81'REM�NNG HEA05 AN�OPERAi1NG THE SYSiEM AT FULL PRESSURE 1. DIC PITS FOR PtAMS SOUARE PER�ETAIL IN DRAWINGS. WORK.
C. PROVIDE MINIMUM COVER OF 24 IUCHES OVER PIPE UNDER VEHICULAR WAYS. UNTIL ALL RUST,SCALE,SAND,EfG.,IS REMOVED. A LEYF1 SIZE OF PRS SHALL BE 2 TIMES DIpMETER OF ROOT BAL1,AND ONE-HALF 4. STACE ACCEFTANCE WILL 8E CIVEN ONLY WHEN ALL WORK IS CORRECT AND COMPLEfE.
A. DIVERT FLUSHINC WATER TO PREVENT pONDING OR SOIL EROSION, AGAIN AS 6EEP AS hIE�EPTH 0�ROOT BALL,
D. PRONUE MINIMUN COVFR OF 18 INCHES FOR CONTF20L WIRING. 5. THE STAGE ACCEPTANCE BY LANOSCAPE MCHRECT OF LANDSCAPE PRQIECT WILL
2. TEST PIPING UNDER NLL PRESSIJRE,WITH RISERS CAPPED FOR A PERI�p OF TYO B. SOIL AT SIDES AND BOT70At5 SHALL BE LOOSENED BY SCARIFI7NG TO ENSURE ROOT ESTABLISH THE BECINNING OF PLANi WJNTENANCE PERIOD.
E. PROVIDE 3 INCH SAND BACKFlIL ALL SIOES OF PVC,PIPE,WHERE SOILS CONTAIN HOURS. PENEfRAT10N. AVOID SMOOTH CIRCULAR SID6.
GREATER THAN SOR ROCKS OR OTHER MATERIAL i/2 INCH OR LARCER IN DIAMEfER 3.3 CLEANING
WITHIN WUIYE 84CKFILL MATERWL. 3. INSPECT PIPE FOR LEAKS. 2. BACKFILL PRS V11TH�PREPARED SOIL�TO 7FiE 60TTOM OF iHE R00T BALL THEN SET
D. COMPACTION mn+PIAftTING MIXUPRIGHT POSRION IN CEN7ER OF HDLE BACNFILL SPACE AROUND IT a SU8-CONiRA ORNS CONSfRUCT10N AND INSTAl1A ON EOUIPMENTSFFiOMTHE REMISES.
A CORRECT HNY LEAKAGE DISCOVERE�DUPoNG TESfS.
1. COMPACT&1CKFlLL FOR TRENCHING TO A ORY DEN517Y EOUAL TO ADJACENT 0. WHEN THE BACKFlLL AROUND THE PLAHI'IS APPROXIMATELY 1W0-THIRDS B. FIW�L MSPECTION OF THE WDRK WILL BE MADE BY UWDSCAPE ARCHI7ECT IN THE
� UNDISRIRBED S01�IN PLANTING AREAS AND TO 90R IN PAVED AREAS. 4. REPEAT TESTS UNTIL SATISFACTOftY. COMPLEfE�,THOROUCHLY WATER, fl4CKFlLL COMPLETE TO iHE CRAOE OF THE PRESENCE OF THE SUB-COMRACTOR WHEN WORK IS COMPLETE�. NOTIFlCAi10N SHALL 6E
2. CONF�RM TO ADJACEM G(7ADE5 WfiHOIJ�DIPS,SUNKEN ARElS,HUMPS,OR OTHER 5. TEST SPRINKLER HFADS: SURROUNDING AREA. MApE BY THE CONTRACTOR 48 NOURS IN A�VANCE OF SUCH INSPECTION.
IRREGULARfT16. B, 7HE CROWN OF THE PLANT SHALL BE 1-1/2 INCHES ABpVE(MINIA�UM)FlNISHED
� A TO DETERIAINE THAT iHEY FUNCTION ACCORDINC TO lMNUFACTURER'S DATA,AND GRADE.
3. PLACE INRIAL BAGKFlLL 04 ALL L1NE5 OF A FlNE GWWULAR MATERUIL 8. TO DEiERA11NE i}iAT iHE INSfA1.LA710N WILL PROVIDE DESIGN COVERACE. p ISeaU3lgnatulB
4. FOREIGN MATfER LARGER THAN 1/2 INCH IN SIZE WILL NOT BE PERAiITTED. 3 EACH PLAMS(NOTRINCAATUR�EA)TO RETNNHWATER W�DE AS ROOT BALL AF20UN0
8. ALLOW OR CAUSE WORK TO BE COVEREO UP OR ENCLOSF➢ONLY AFfFR R HAS BEEN
INSPECTED.TESTED.AN�APPROVED 9Y LANDSCAPE M1RCHRECi.
5. IF SEffLEAIENT OCCURS AND ADJUSIMEN�S IN PIPE,VALVES,SPRINKLER HEADS,IAWN A WATER TNOROUGHLY TO E11MIW1TE AJR POCKEfS.
OR PUINTINC,OR OTHER CONSTFiUCTION ARE NECESSARY,MAKE REOUIRED ADJUSTMENTS ����
WITHOUT p6DfTI0tU.L COST TO OWNER. A SHOULD ANY WORIC BE LLOSED OR COVERm UP BEFORE INSPECTION/UID iESfS B. REN,OVE TURF IN A 24 INCH DIAbETER RING AROUND FACH 7F2EE BASE IN TURF
ME SATISFACTORILY COMPLEfED,UNCOVER THE WORK,AND AFfER R MAS BEEN
E. HANDLING OF PIPE INSPECfED,TESTID,AND APPROVED,MN(E ALL REPAIRS WITH MATERIALS AS MAY ��' �n
BE NECESSARY TO RESTORE�ISTURBED WORK TO ITS ORIGINAL AND PROPER D. PLANTING GROUND COVERS PAULJAYREED�
1. INS�N1 PVC PIPE ALLOWINC A 5l,NLL AlAOUNT OF EXCE55 LENGTH IN 7HE IJNE TO CONDfTION WfTHOUT ADDfTIONAL COST TO OYMER. � Na2002 �
COAIPENSATE FOR CONrRACfION OR E%PANSION OF TME PIPE 3.2 LANDSCAPE PIANTING PROCEDURES 1. PIANTINC SHALL TAKE PLACE IN THE EXISf1NG PREPARED MDIST AND FRVSLE SOIL • Dw.vlsom *
NEVER DRY OR WEf AND SOGCY. . S} v
a 11M1E OFUINSTALfhTIONLENGTH 6Y�SNAKING'iHE LINE IN THE TRENCH DURINC A CIEARING h CRUBBING 9� �
A THE MOIST COYDfTION SHALL EXiEN�TO iHE FULL DEPTH OF WLTNAl10N. ���
2. HANDLE AND ASSEMBLE PIPE,FTTTINCS,AND ACCESSORI6 BY SKILLED TRADESMEN �• PRESERVE IXISTING iFiEES IN AN UNDISTURBED CONDRION. 2, SPACE GROUND COVER PIANiS AS INDICATED IN DRAWINGS M1D IN THE PWJT LIST.
USING APPROVED ME7HOD5 AND TOOLS. D(ERCISE CAftE TO PREVENT DAAIACE TO 2 ROUCH GRAOE EARTHEN AIOUNDS TO CONTOURS INDICATEU IN�RAWINCS. IPro]ectNmm
MATERIALS OR E�UIPMENT. 3. PLANT IN EVENL�SPACm ROWS WfiH SThCCERED TRIANGULPR SPACINC AND AROUND
3. CONST(EUCT MOUNDS WIiH ENOUGH D(CESS MAlERIAL TO�LLOW FOR FUiURE SHRUBS AND TREES TO WfTFiiN ONE FOOT.
A KEEP INTERIOR OF PIPES,FTTTINGS,AND ACCESSORIES CLEAN AT ALL TUdES. SEfREMENT. ApPIB:BUbb 4
CLOSE OPENINCS IN PIPING RUNS AT THE END OF WORK EACH DAY TO PREVEM 4. NO CROUND COVER SHALL BE PLpNTED LESS THAtJ ONE-W+L.F OF THE SPECIFlED SPACINC
ENTRY OF FOROGN NATERIALS. A FlNPL LOCATION OF MOUNOS SFiALL NOT CONFIJCT WITH IXISTING UiILfTIES,UTILfiY fROM ANY CURB OR WALKWAY.
B. 6ENDING OF GALVANIZED STEEL PIPE WILL NOT BE PERNRTED. �%ES,VqLVE BO%E5,ETC. ,/f
3. PFAFORAI JOINTINC 9Y COMPE7IXT TRADESMEN SPECIALLY TRNWED IN iHE TYPE OF 4. NO COMPACTION WILL BE ALLOYIED,EXCEPT FOR NORAIAL CRADING AND SHAPINC D� �/��(��q�� IProjectHumher
WORK REOUIRED,USING TOOLS AND EOUIPMENT RECOMMENDED BY THE OPQ7ATIONS. �` /
4ANUFAC�URERS OF THE PIPE,FTTfINGS,OR EOUIPMENT. 5. UPON COMPLETION OF CRADINC OPERATIONS,SPREAD IXCE55 WAERIPL IN MEAS �3��.^.�','�'�'-1�����- �.5.C7�
A TAKE EVERY PREGUTION TO SECURE A PERIUNENT,WAlER-TIGMT JOIM DIRECTED HY lANDSCAPE ARCMfTECT. ;i��,��1'�-^.n ��;d a i'ti (;�1���'�''"-.'.�-,,^,�"-1."'„1 S'!� ' ,
'+li: ���'..�],'�.'Ij.�;:;J''�� r f.S'.. . ...� l:
BEfWEEN EACH LENGTH OF PIPE " - ; 5;�., r.'.:".•�i�"'� :;J F�:�.��,�; I��P�o�
B. SOIL CONDfT10NS /�� �`� � ��
B. JOIHfING PROCEDURES AND lAEfHODS ADOPTE�BY CONTRACTOR SHN1 6E W �, CULTIVATE PLlWTED MFAS TO A LJCHT AN�FRWBIE CONSISTENCY. UNIFORMLY TILL THE �.Nj�`�,� Y� �_/�_!J"����� LANDSCAPE
SfRiCT ACCORDANCE WRH RECOMNENDATIONS O�MANUFACTURER OF JOINTING G��
11ATERW.USED. ° `•.-,'., __ . •-a..a-sr...�.=cr-
;��;:_=^;=?,`'�'7 ,;���;r;:v - ._ �-�.,�" SPECIFICATIONS
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APPLE SPECIRCA710NS ���
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i Apple Landscape Install Speclficatlons rootbaill .
-allow 6 bufFer radlus from edge oF curbe of undieturbed soll to prevent y�,
For the purposes of this documerN.the term LA rePers to Landscape Architect and cllent refere to Apple Landscape Manager undermlNng curbs f��a ;�
-final grede oP soll to ba no higher than 6 below top of curb
Irrf etlon -�o�parktng lot/walkway trees
g -tree install excavation ptte to be 4x diameter oF rootball with one auger Ap�e:e�ba
-assume entire Irr�gation system to be new Cno repurposing exfating componenta)unieas revlewed and agreed fn writing by client hole Csame s ec as above)and bacicfilled mith blended eoil rofile Csame toto�eubbRoad
-perForm static presaure test at backFlow(e)to ideniify need for preseure reducer. IP needed,tnstall Zurn-Wfikens 600XL serles spec ae above) p c�e�tlno'C�fOm1a950�4
-No GL 129 or 160 trrigatton pipes -all roc#cs above 1,rubble,roota,and other debrfs to be removed from ffnal soll profile
-2 surFace bubblers per tree(2gpm per bubbler=dgpm per tree)Csee pic demonstrating mhat 2gpm Flow�ooks Iike and match -trees to recelve 4'depth excavation by 4x tree rootball .y
onaite as we wish to operate all of our tree bubblers at ihts peak 2 gpm flow rate) -ail otlw_r renovated/�ew landscape areae to recefve IB depth excavatlon across entlre surface �
-surface bubblers tnstalled to orient parallel to stakea -structural sofl Install locatlons to be discussed and agreed between LA and cltent and spec'ed where agreed oi'value to do
-qWck couplere Cwith ball valve installed in Pront)every 100'along mainline so
-brass vaives lRalnbird 190EFBGP)wlt7�ball vaive Installed in Front)wiih pea gravel at base and Garson valve boxes. Plastic
valves ok For low flow dripllnes only. All other valves including for tree bubblers to be brass. Pldnts
-gate valvea CNlpco Solid Wedge NLOJEOF)with ball valve installed In front)Installed at mfntmum on four corners of property _�g de th minlmum oF excavated and I�omo enouei blended sofl Csame ercenta ea and clardella mix as above e ece Por tree
and one per Island planter sotl prof tleJ g y p 9 p •
-qulcic couplers,trrigallon valvee,and gate valves to be Installed on end cape oP parking lot Isiands Csee plc showing example
oF end cap wlth c�uick coupler,braae valves,and c�ate vaive inetafledJ and for non parking lot Island planters,to be installed a MUICh NTERRA GROUP
mtnlmum of 2'radlue from matur�apread of plants and 3'from mature dlameter of tree trunks,uniess revlewed and agreed fn �t�.sN.Fles;sr.p2�<
writing by clfent -dfecusa with cltent optfons oP recyclfng onslte demo trees Into mulch or other landscape f'eatures Clog benchee,etump 96dt9, SANJOSE,CA�5ttz
-Bach tree species zoned separately on valves from other tree spec(es unless revfewed and agreed otherwfae by cllent etc)to be repurposed on pro�ect or other App{e sttes and coordfnate temporary ataging locat�ona of such matenals to bs
� -al!Irrigatfon to conslst of only the Pollowing:overhead mp rotators,netaPlm inl(ne emftter drlpllnes Cl2 emltter spacln9)and recycled/repurposed wlth clfent
i surPace bubblers,unlese agreed otherwfse by cllent or planting condittons dictate otherwlee per below gufdelines -bid 3 depth oF 3/4 ftr bark throughout entlre pro�ect landscape 1n case onsfte demo tree mulching scenarto Isn't Feasfble
-'establtaMnent'drip-Ifnes centered between crown oP plante and both edgee oP rootball,Instailed over top of sofl eurface,not �or any number of reasona. Regardless of muicWfir bark material uaed,apply 3 depth throughrout enttre landscape _ _
buried under soil. Ok to bury drlplinea under mulch. -Nlly cover tree and plant rootballs wlth mulch with exception of 2 radlus around trwik oF trees
-'poat-estabiishment'drip Itne zonee on dedlcated valves Installed per above drfp Itne specs C12 emitter spacing and 12 on
i center drip Itne spacing between plants and outelde oP establfshment drfp line zonea Mafntenance during installatfon Period
-mainlines and Iaterals io be spaced a min(mum of 6"width Prom one another in trench -matntain�fte in weed-free cond(t(on and regularly remove Iftter ln landscape Cthe latier o�whlch ls especlally Important if
I -sleeve under ali hardscape surfaces�ncluding asphalt with minimum 2x p(pe size diameter bufldfng Is occupled durtng construction)
I -run 3 extra wires per controller to accommodate£uture valve addkfons -mafntatn acceptable levei oF soll mofeture to treea and p[ants ae discusaed and approved by client from start and tYroughout
� -new backflowCs)with WeatherTR4K Flowl-{D and master valve,locicable backflow blankela and cage near vehicular traffic areas. duratlon of pro,ject REED ASSOCIATES
iGonsult with client to determine need for cagels)for each backflou -plan on daily euaterfng of all plant and tree materlal From date of arrival onsfte ihrough to turnover oF responalbllity to Ap�7IE. LNN�SCAPEARCHITECTUHE
j -WeatherTRAK ET Pro3 controller(s)wtth antenna and ratn sensor purchased and tnstalled by contractor Continuous and consistent soil moisture�irovided to all plant and tree material onslte Cstaged and Installed)throughout eniirety �nN s°"ui�",��ER,,u n��r
-immediately seal ofF all open trrigatfon ptpes during construction process to avoid dirt and debrie entering and clogging oF rootballa Is abeolutely critical,espec(ally during hot and dry weather �w;.;�','�°:�m;�,i��"�
system fsee pic of sealed off tree bubblers) -no ataging(equipment,matier(als,tools,machinery)or trafFlc CPoot,machinery,vehlcular)permitted once biended so11 is tnstalled
I -flood irrigate planters after blended soi!i�stall to accelerate soil settiement procesa and install netaFim drip lines after soil In landecape except for frrfgation,plant,and muich tnetall.
has sufficiently settled and been topdressed as needed -tlood irrfgaf.e nea landecape areas to settle eolf and topdress as needed prior to drip irrigation,plant,and mulch fns.all to
-eneure overhead irrlgation Cmp roEators)te�nstalled to not ever hit Oak irunks,hardscape surFaces or buliding walls/windows mltigate soil settlement after install
i -operate entire lrrigatton ayatem mith cl�ent's overslght for approval prior to backf111tngiburying irrlgatton. Th�a can be done Turnover
sequent�ally as areae are completed. Provtde cllent 48 i�oura notice when achedulrng Irrlgatfon syetem fnspection9. -landacape turned over to clieni immediately aFter all punch list items have beert agreed ae completed and accepted by LA
I -Ulater shut off Cbackilows,gate valvea)-notify client Immedlately For any and all frrigatlon water shut downs as part of proJect and clienl
and rovtde tem (rrl atlon strate to client re ardin ma(ntatnfn waterin of all fm acLed landsca e until water is reatored -landsca e to be tumed over to c(ienL in weed,leaf,construction debris and eneraf Iitter-Free condttlon
p p g gy g g g g p p -all irri a ton to be o erattn at Puil ca acit and ePficienc er erformanceeriteria outiined in above s eca for a rovai b
I -meet with client onalte perlodically tFroughout inatall and maintenance period upon request to revlew irrigatlon status of trees g p g p y y p p p pp y
� and planta,provide Irr�gation schedule tnfo and peri'orm programm�ng ad,Juetments as requested by cl(ent cli�nt
-all trees and piants(pre-ex(st�ng and newly Installed)io be tn good health Cno worae than observed and documented at
beglnning oF projectJ
trees -color irrigatlon zone mape and Irrlgatton as-builts provid�d to cllent prfor to tumover
-selected/tagged by cllent,coritractor to purchase,arrange delivery,tnstall,warranty for mintmum one year -iF Instaii contractor warranty period overlaps mith malntenance perlod by d1PPerent maintenance contractor,install contractor is
-�f clrent�s unable to tag some or all trees for pro,ject,contractor to conFlrm avallable quantitles oP apec'ed tree materlal and permttted and encouraged to perForm s�te�nspectlons as fl�equentiy as they see f�t,documenting and commun�cat�ng any
provide photos and nursery 11sts with reapective trees for approval by LA and client prior to purchase concerns regardtng the newly(�stalled la�dscape to cllent for conefderatfon on whether to take action and how best to Eake
-contractor to provide a minimum of 48 hours notice to LA and client For each dellvery oF tree material action
-tree materlal to be approved or reJected onsite by LA and/or clfent prior to Installatlon,re,Jected materlal to be returned
and new materlai delivered at no extra cost to cifent
-tree layout to be scheduled mith LA and client not(fled a mfnlmum of 48 houre notice and approved by LA and citent pr(or to Gommun(catfon d Gollaboratlon
Insta I I
-tree materlal Insialled wfthout approval by LA and/or clfent ia at risk oF being reJected at dlscretion of LA and/or client,with -Selection of trees for removal vs,preservation to be dtscuased with client at atart of pro,(ect
replacem�nt of tree materfal and/or labor to ad�ust Iocatlon/re-Install at no extra coat to client
-Install Ereea on elope with eotl berm butlt on downelope 61de of rooiball and top of rootball on upslope sfd�to meet the top -Conceptua!efte/landscape desic�n to be shared wtth client for review and comments at stari of pro,ject upon upon
oF exlatfng grade flush avallabillty/complet(on by LA.
-Inatall with trurdc ffare/root crown exposed/elevated slightly above finai grade oF aurrounding tree rootbali final grade and -Std documents to be sent to client For rev(ew and commente upon avallabilky/completfon by LA. Comments from client to be
itop/edge of tree rootbail to ait 2 higher than surrounding flnal grade oP eoil(outeide oF tree rootball) Interface of top of tncorpor�t,ed Into bid documents per PM approval,prlor to bId documents being aent to biddfng contractore.
� iree rootbail on downalope side and top of surrounding final grade to inciude gradual sloptng aoil transition lno roote
Iexposed below top of rootballJ -Storyboard
� -Maintatn trunWroot Plare slightiy exposed tYroughout maintenance period li.e.no mulch or eoil washing down and touching trunk) Include colored slte aerfal ahowing new landscape rendering,tree species key wlth ptca,rspreeentative plant plca,and
-staice 36"box and belom C2 per tree-3"diameter todgepole Ptne stakes with rubber tree ties(2)insialled at(o'he�ght renovation obJectives narrative(see p1c ae exampleJ
-6"high square aoil berms Cwith mi�tmum of 2 mulch on top of soti berm=S totai with soi{and mulch)built above Pi�al sotl -post storyboard onette outatde ad,jacen:to each tree removal permlt notice and on sama day or tdeally in advance of iree
grade Immedtately around but not covering edge of rootball For each tree Cfnstalled and matntained io create level grade removai permft notice poeting to InForm and educate employees and publfc pro-actively �p o,� p��y�
inside berm and immediately repair any eroston to berm throughout install/matntenance pertod)Csee pic demonstrating mulched 09.78.15 ISSUEF�3PERPqT
bOil bEnc1J A 1023.75 AQDENOUMA-PCCONMENTS
-trees installed 1n courtyards and patlos wtth loose gravel where level unobstructed walking conditlon ts deslred Cwith no soll
berms or bubblers protrudtng above surface)to recetve dual zone(separate vaives)drfp rrrigation desfgn Caee pic ahowing
red/black drip rings servtng as'eatablisFment zone'and purpfe/pink Itnear dripllnes servtng ae'poet-establlshment zone')
-treea Installed into stabfiized DG-surface to recelve 4 deep root bubblers Cone at center of each Pace of iree rootball,Flush
to outer edge of rootball,no excavatfon tYrough rootball)
-remove nursery stakes fmmediately upon Installatlon. Consult with client First ae certafn epecles may be a rare exceptlon to th(s
in caee of spindly,weakly selF-supporting trees
-Inatall etakee parallel to prtmary pedestrlan or vehlcular eiow leee pic ahowl�g thls ortentatton in multiple parktng lot teland and
end cap acenarlos)sta4ces adJuated elther In Pront or behind tree as needed to counter prevalling wfnds but icspt parallel to
� primary flow at all tfines For vlsual consfstency across pro�ect
� -Install stakee,just outsld�/Plush with edge of rootball
� -Install treea In center of parking stall Ilnes(n park�ng lot telande,plantere,end caps,or where trunk is 6'or closer to curb.
tlk�ere not poastbie to cem.er tree trunk parallel to parking stall I�ne due to curving planter,tnetall pro�ective stakeCs)on
aide(e)of tree where trunk is not aligned with paricing stall I(ne
-fnelall all treea wfih bottom of boxea left intact under tree Cdo not remove)
-treea to be installed upright/plumb and maintained uprighi/plumb ihroughout fnstall,maintenance and warranty period
-do not prune any trees at any ttme,consult with and gei authorizat(on/dtrection from client in advance of any tree pruntng iP
considered required
-root barrier to be t�stalled throughout length/circumi'erence of parking lot taland,planter,end caps,sidewalks,and elsewhere
mhere agreed neceseary between ci(ent and LA �seaus�nan�re
-all feces of rootballs to be ecarifled and/or root pruned as deemed necessery by cllent and per cllent's satisfaction prlor to
lnstall lsee pic of sufflciently scarlf(ed rootbalU Provtde cltent wlth a ml�lmum oP 48 hours notice to Inapect and approve root �
ball scariflcatlon for each tree prlor to backfilling around tr�es �t+a`��
-de5fgn/layout trees at mfnlmum of 6'radlus from curbs along vehfcular drfve alsles �
-deafgn/layout to ensure frufi-bearing trees never extend thelr canoples over hardscape eurFacee at Full maturfty �'
�PAULJAV REED�l
No.2002
f ow.vnom •
v
Plants 9T
F¢�,,�c�
-coniractor!o confirm avdilable quantities of spec'ed plant materiel,confirm suFFiclently rooted For planting and provide
phoios and�ursery lists w(th respective pfanta For approval by LA and ci(ent prtor to purchase IProkGNmre
-contractor to provtde a minimum of 48 hours notice to LA and client for each delivery of plant material � ��Y�',yJ_
-plant materfal to be approved or reJected onsite by LA and/or clieni prior!o tnstallation,reJected materlal to be returned (� � F�� Appl2:Bubb4
and new matertal delNered at no extra coet to cllent ����_ ��,___,:_:,_; �,� r .,A,__,._,,,�n�- r,
- lani la oui to be scheduled with LA and cllent notifled a mfnimum of 48 Iburs notfce and a roved b LA and client rior to �� •�S r:'• �'� � ���i:' � r �}=�'7
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wlth replacement oF plant mater�al and/or labor to ad�uat Iocation/re-�nstall plante at no extra coet to cl�ent '-�''C� F=-° ��-��---•_-•�-�_-�_�—- �_-_`�-�—�---•`�
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-enifre outaide oP rootballe to be acariFted per cllent'e eatfefaction prlor to plan:ing ��J�.,'..��+�,6 _,_,._�_w�,:�.�,._,�,, z, ,_,_;___ I���
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Soil Reno Trees
-parking lot islanda,planters,end cap6,wafluLays ��
-continuous excavation and blending ae described below N.S.
-top I/3 of final soll profile(18 of clardella m1xJ to be exported and new
topaoll tmported and blended homogenouely onsite with 2/3�ative oneite
soll C30)and returned to planters Csee plcs ehowing native onelte soll
pflee and topaoll Impor,sotl plles pr(or to blendingJ L5��
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