SYMBOLS:
BUILDl~G LAYOUT POINT
DATUM POINT ELEVATION
MATCH LINE
PROPERTY LINE
DIM. @ F.O.S./STRUC
DIM. @ CENTER LINE
DIM.@ F.O.F./CLEAR
{N) OR REQUIRED
ELEVATION POINT
(E) ELEVATION POINT
COLUMN GRID
DETAIL NO.
SHEET NO.
WALL SECTION NO
SHEET NO.
BUILDING SECTION
INTERIOR ELEVATION
DOOR NO
DOOR TYPE
WINDOW NO.
REVISION NO.
ROOM NAME
ROOM NO.
EARTH
POROUS FILL/
GRAVEL/ROCK
SANO/MORTAR/
CEMENT PLASTER
CONCRETE
MASONRY WALL
BRICK/BRICK VENEER/
PAVER
QUARRY/
CERAMIC TITLE
PLYWOOD
ROUGH WOOD
FINISH WOOD
METAL
GYPSUM BOARD
PROTECTION BOARD
ACOUSTICAL TILE
GLASS
WATERPROOFING/
FLASHING
BLANKET OR BATT
INSULATION
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ABBREVIATIONS:
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F--:~E
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"~ STRIJC
w~.
s.v.
'™ ·
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----~ -----
APPLICABLE CODES:
BUILDING 2019 CALIFORNIA BUILDING CODE (CBC)
MECHANICAL 2019 CALIFORNIAMECHANICALCOOE (CMC)
PLUMBING 2019 CALIFORNIA PLUMBING CODE (CPC)
ELECTRICAL 2019 CALIFORNIA ELECTRICAL CODE (CEC)
FIRE PREVENTION 2019 CALIFORNIAN FIRE CODE (CFC)
AND LOCAL ORDINANCE
ENERGY 2019 CALIFORNIA T-24- CALIFORNIA ENERGY CODE
ACCESSIBILITY: MORE STRINGENT OF CALIFORNIA BUILDING CODE OR
APPLICABLE FEDERAL LAWS
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
CITY OF SANTA CLARA. CA MUNICIPAL CODE
--= >---------------------------<
MMOnly~ f------ S_H_E_E_T_I_N_D_E_X_: _________ _,
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GO.O COVER PAGE
G0.1 3D RENDERING
ARCHITECT! IRA!
A1.0 SITE PLAN
A1.1 LEVELONEFLOORPLAN
A1 .2 LEVEL TWO FLOOR PLAN
A1.3 DIMENSIONED FLOOR PLAN LEVEL ONE
A1 .4 DIMENSIONED FLOOR PLAN LEVEL TWO
A1.5 ROOF PLAN
A1.6 FRONT UNITS TYPICAL FLOOR PLAN
A1.7 BACK UNITS TYPICAL FLOOR PLAN
A 1.8 TRASH ENCLOSURE FLOOR PLAN AND ELEVATIONS
A2.0 ELEVATIONS- UNITS 'A'
A2.1 ELEVATIONS - UNITS 'B'
A3.0 SITE SECTIONS
A3.1 CROSS SECTIONS
I C ENGINEERING
C1 TITLE SHEET
C2 DEMOLITION PLAN
C3 PRE AND POST DEVELOPMENT PLAN
C4 STORM WATER CONTROL PLAN
CS GRADING AND DRAINAGE PLAN
C6 BUILDING CROSS SECTIONS
C7 UTILITY PLAN
C8 EROSION CONTROL PLAN
C9 EROSION CONTROL DETAILS
C10 CONSTRUCTION BEST MANAGEMENT PRACTICES
T1 TENTATIVE MAP
T2 TENTATIVE MAP
ENVIRONMENTAL EDGES/LANDSCAPE:
L 1 - PLANTING PLAN
L2 - PLANTING LEGEND AND PLANTING DETAILS
L3 • IRRIGATION PLAN
L4 - IRRIGATION DETAILS
LS - IRRIGATION DETAILS
L6 • IRRIGATION DETAILS
L7 - PLAN MATERIAL
CHEENEY STREET TOWNHOUSES
B
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PROJECT TEAM:
ill'\lN.ER: DESIGNER/ENGINEER I ANDSCAPE ARCHITECT MEP ENGINEERING· MARUTI BUILDERS, INC.
859 ALISAL CT.
MILPITAS. CA 95051
MFA CONSTRUCTION ANO ENGINEERING ENVIRONMENTAi EDGES·
T. (408) 431-7003
F. 000-000-000
maruti@builders .com
CIVIi ENGINEER·
LC ENGINEERING
1190 PARK AVE
SAN JOSE. CA95126
SAUL FLORES/JUAN C. NAVARRO
T.(408)710-6725/(408)205-9812
[email protected]
598 E SANTA CLARA STREET
SUITE270
SAN JOSE, CA 95112
NINH LE
T. (408)806-7187
nle@lcen9ineering .net
SusanMLandry
(408)644-6936
environmental .edges@yahoo .com
PROJECT SUMMARY AND SCOPE OF WORK:
ROBISON ENGINEERING, INC
19401 40TH AVENUE COURT
LYNWOOD. WA98036
JON ROBISON
T. 206.364.3343
jrobison@robisonengineering .com
THE PROJECT SITE IS A 22.500 SQUARE FOOT COMBINED LOT JN THE AGNEW'S VILLAGE NEIGHBORHOOD OF THE CITY OF SANTA CLARA.
ADJACENT PARCELS 104-12-025AND 104-12-026 FROM THE SITE WHICH HASA150' LONG WESTERN FRONTAGE ALONG CHEENEY STREET THE 150' X 150' PROJECT SITE IS CURRENTLY VACANT WITH NO EXISTING BUILDINGS OR INFRASTRUCTURE, UTILITIES RUN BELOW CHEENEY STREET, WITH ABOVE GROUND POWER LINES COLINEAR WITH THE SIDEWALK.
THE PROPOSED PROJECT RECEIVED EARLY CONSIDERATION APPROVAL FOR REASSIGNMENT OF USE DESIGNATION FROM VERY LOW DENSITY RESIDENTIAL TO LOW DENSITY RESIDENTIAL. ALLOWING FOR UPTO 9 UNITS ON THIS HALF ACRE SITE. THE SCHEME INTRODUCES 9 TOTAL DWELLING UNJTS; EACH UNIT CONTAINS A 2-CAR GARAGE ANO DRIVEWAY ACCESS V!AA PERMEABLE PAVED SURFACE LOT THE PROPOSED TOWNHOMES WOULD CONTAIN APPROXIMATELY 18,610 TOTAL SQUARE FEET OF INTERIOR HABITABLE SPACES, EACH OWNERSHIP UNIT AT ROUGHLY 2.070 SQUARE FEET IN AREA. EACH DWELLING IS TWO STORY AND HAS 3 BEDROOMS AND 2-1/2 BATHS.
PROJECT DATA MATRIX:
LOT
LEVEL 1 (SITE TOTAL)
LEVEL 2 (SITE TOTAL)
BUILDING TOTAL
AREA LOT COVERAGE
22.SOOSF
9,992SF
10,134SF
20,255SF
44.4%
PAVING (PERMEABLE) 6.300 SF 28%
IMPERMEABLE SURFACE (PAVING & BUILDING SLAB) 12,187 SF 54% LANDSCAPE 4,016 SF 17%
GUEST PARKING SPACES REQUIRED: 2
GUEST PARKING SPACES PROVIDED: 2
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE, CA 95136
Tel: (408) 710-6725
[email protected]
DATE:
PROJECT No.
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2128/2025
39-071322
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1190 PARK AVENUE
SAN JOSE, CA 95136
Tel: (408) 710-6725
[email protected]
DATE: 2/28/2025
PROJECT No. 39-071322
SITE PLAN
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1190 PARK AVENUE
SAN JOSE, CA 95136
Tel: (408) 710-6725
[email protected]
DATE: 2/28/2025
PROJECT No 39-071322
LEVEL ONE
FLOOR PLAN
REF. NORTH
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= 552 S.F
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UNIT TYPE A FIRST FLOOR TOTAL :1 , 142'4=4 ,568
FIRST FLOOR TOTAL= 4,568+5,424=9 ,992 f 22,500 =44.4
TOTAL LOT COVERAGE
1/4'
DATE:
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE CA, 95136
TEL: (408) 710-6725
[email protected]
REVISION DATE
August 23, 2022
PROJECT No. 10-042122
DIMENSIONED FLOOR
PLAN LEVEL ONE
REF. NORTH
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UNIT TYPE A·2 FIRST FLOOR
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FIRST FLOOR TOTAL = 4,568+5,424=9,992 f 22,500 =44.4%
TOTAL LOT COVERAGE
DATE:
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE CA, 95136
TEL: (408) 710-6725
[email protected]
REVISION
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11 90 PARK AVENUE
SAN JOSE, CA 95136
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WHITE ALUMINUM GUTTERS AND
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LIGHT GREY CLASS 'C'
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SECOND FLOOR PLAN 1/4" I 2 I
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE, CA 95136
TEL: (408) 710-6725
[email protected]
THIS DR,O,WINGSANO THE INFORM,\TION SET FORTI-1 HEREON
AAETiiEPROf'ERTYOFO--CUSEST\.IDKlANDAAETOBE
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PROJECT No. 39-071322
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MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE, CA 95136
TEL: (408) 710-6725
[email protected]
THIS OFV.WNGS ANO THE INFORMA. TION SET FORTH t£REON
i\RETHEPROPERTYOFD-CUBESTUOIOANOAAETOBE
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DATE
DATE: 2/28/2025
PROJECT No. 39-071322
BACK UNITS
TYPICAL FLOOR
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ELEVATION 4
ELEVATION 3
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1/4" 4
1/4"
1/4" 2
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE J
SAN JOSE, CA 95136
Tel: (408) 710-6725
[email protected]
10/712024
PROJECT No. 39-071322
TRASH ENCLOSURE
FLOOR PLAN AND
ELEVATIONS
REF . NORTH
EB A1.8
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GRMIE'O'BUtLDING
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FINISH
3116
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE, CA 95136
Tel: (408) 710-6725
[email protected]
DATE: 2/28/2025
PROJECT No. 39-071322
ELEVATIONS
UNITS 'A'
REF. NORTH
ffi A2.0
_________ F_R_O_N_T_E_L_E_V_A_T_IO_ N_U_N_I_T_S_'A_' __________________________________________ 3_11_6 __ 1 __ 1 I © 2022 MFA CONSTRUCTION
AND ENGINEERING
DOVER WHITE BOARD AND BATTEN
~ ~ROOFPITCH ----------------------- - - - --- --- 25'-0" ----------------------
REAR ELEVATION UNITS 'B'
---- DOVER WHITE BOARD AND BATTEN
8 00 [I] sm [I]
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PRESIDENTIAL ASPHALT COMPOSITION SHINGLES
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3/16
MFA
ENGINEERS &ASSOCIA TES
1190 PARK AVENUE
SAN JOSE, CA 95136
Tel: (408) 710-6725
saul.f@mfacons truct.com
DATE: 2/28/2025
PROJECT No. 39-071322
ELEVATIONS
UNITS 'B'
REF. NORTH
EB A2.1
______ FR_o_N_T_E_L_E_v_A_T_1o_ N_u_N_1_T_s_·s_· _____________________________________________ 3_11_6_....,l __ 1 I @ 2022 MFA CONSTRUCTION
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S 11 E SE Cl I ON E - W
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RES!OENCE
3/31'
3/31'
DATE:
MFA
ENGINEERS & ASSOCIATES
1190 PARK AVENUE
SAN JOSE CA, 95136
TEL: (408) 710-6725
[email protected]
REVISION DATE
August 23, 2022
PROJECT No. 10-042122
SITE SECTIONS
REF. NORTH
E9
@ 2022
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1/4"
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------------
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MFA
ENGINEERS & ASSOCIATES
370 GRAND PARK CIRCLE
SAN JOSE, CA 95136
TEL: (408) 509-3461
[email protected]
THIS DRAWINGS ANO THE INFORldATION S€T FORTli HEREON
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/4\ REV ISION DATE
DATE: 9125/2024
PROJ ECT No 39-071322
CROSS SECTIONS
REF. NORTH
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GRADING AND DRAINAGE IMPROVEMENTS
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4. 7Hf PERMITTU SHAU. MAINTAIN MSTRffTS, $10CWAU(SAN0 ill OTHERPUBUCRIGHTS-Cf"-WAYIHA a.IAN. SM'( AND USABL£ CONDITION. AU SP!U.S Of SOO., ROCK OR CONSTRUCTION OCBRIS SHALL Br REMOV£0FRCM Tli[PUBUCi.YOlffiED PRa>£RTYOORINC CONSl'RIJCIION ANO UPON COMP!.EnON OF TH[ Pl'10.l:CT. All ADJACUH PROPERTY, PINVAI[ Cl! PUBUC, S'lAU. BE IUJNTAINW lN A CU:il.N, SAFE" AHO USA81.£CONDHION.
5. AU GRA()jNCAHOt,Jm!l'I0'1kACTil!n[SSHAU.8£P(Rf0RMWIN SIJCHAMANNfRAS TOCOMPlY WITH ~~n°~~fSTM!USH(0 !l'I' TH[ BAY AREA AIR OUAUrt MANAGEMENT 0/SJRICT fOR AIRBORNE
6. AI.J.WAlrR11£1..LLOCATIONSOHSll[SH"1.l.BfMAINTAINEDOR/\SANDONEOACCOROINGTOCURROIT R£Gt.11.J,TIOHS AIJM/NISl£R£D8Y 11/E art WAlrR OIS1RICT.
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8. 11/E PRO..CCT 011/L ENGINEER: LC ENQNffRING, 598 E SANTA Cl.ARA STREET 1270, SAN ..OS£. CA 95112 HAS D(SIGN(O THIS PRO£CT TO CCMPLY WIii/ THE RECOMMENDATIONS or 11/E CEOlrCHNICAI.. REPORT PR£PAR£08Y, _____________ _ 9 Ail GRADING AND EAR1HMJR)( ACTI\'ITIES SHAU cormJRM TO 111£ APf'ROlro Pl.ANS ANO SP£0i7~TIOHS.
AI.J.GRAOIHGAN0EAR~ACTil'ITlfSSHAUB£00SfR\aJANOAPPROYro8YTHESOlSENGINfER.1HE SOILSENGINffRSHAI.J.8ENDTIFlEOATl£AST48HOORSPRIORTDANY GR,l,()jNGOREAR1H~ ~r"i~c~N~Ri~:ra~NAPPRO\IED IIORK SHAU SE RD,!Dlro ANO fl£Pl.,\C[[) UNDER OOSERVATIOH or
10. A1.J.CONSIRUCTIOHSll[SARETOB£111Wl[RIZ£Dll!THilf'PROPR!Al[fROSIONCOl,'IROLM£ASUR£SIN Pl.AC£f'l!OMOCTOBER 15TH TOAPRIL 15n;or£ACH \'EAR.
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12. AI.J.GRADIHGSHAllCOMP!.Y\IITH THEOrYors.vm CI.ARASTAN0ARDSf'EaflCATIONS. AN0CHAPl£R18 .-lllDAl'PENDIXJJorTI-/fl/tjlf/l'!M!II.III.DINGll/26/2018. lJ. THfDESiGNSHOI\NH£R£0HISNfC£SSA.RY>.NDR£:ASONABl.£~DC£SNOTRESJRICTANYHIST0'11C ORAINAG(fl.0WSFROilAIJJAC(NTPROP£RTI[SNll'!INCR(AS£0RAINAGfTOAIJJAC£NTPROP£RTIES. 1•. THE OCISTENC£ AND APPR0XlMAI[ LOCATIONS or l/tjOCJICR(XJN0 UTIUTIES AND S7l!UCTl/RfS SHOM'! OH .:;~~~y ~ SH~:~[D cJiR:~l:~~~ ~y~ BY S£AROtlNG TH( AVAILA8l£ PIJBUC
16. Ail ROlfDOWl<ISPOUTS TOBE ()jR£Cl[l) AWAY FROM HOME TOSIJITA8l£DRAINAGffAOUTY \'IA OO\\NSPOOTS.PA\.OIDITANOcoo.ICTIONpjpts11/ATDISCHAAGE:0IR£:C1lYT0111tSTMMDl!AINS\'STOI
17. fROSIONCOHTROCPI.ANTINGAN001H£RSl!.TR£T(NTIONOR(ROSll'.WCONIRClMEASLIR£SMAY8£R£0UIREO IN ALL GRADED AR£&.$. S£f LAN0SCAl'f PLAN. If APPUCA81£ fOR DETAILS or Pt.ANTING.
18. ORAINAGf. !Na.l/DING AU ROCJ" All() PATIO DRAINS. SHAUB£ DIRfCJEO AWAY fl<OM 11/f SIRUCJ1JR£. IT r1~11£8t ::&v,,f~f;;~ ANJE%~A~J ~\:'tVcw~ ~Sl/:E ~111~\C::;:ff ~~ UNDERGROUND PIPES AAtl R£CRAOE AREAS THAT WILi. NOT 0RAIN AFlrR FINAL GRADING. THE GROUND ...o.JACENrTOTHE8Ut.OtNGSI-/AUSl0P£A'IIAYWITHAMINIMl/MSloP£ortt 19• B:f,.,:t::1NJS Ol~~r FriJ1MC~ ~..ls~( 'iflf'JE~~rg. ~~~~s. L" APPUCAfl.£. f()R
20. SOO. ENGINEER TO PRO\//()( FINAi. lLTTER or INSP(CTI()H AT COMPLCTil'.W or THC GRADJNG IN ACOO'lOANC£ ll!THAl'PEHO-XJ.20J6orTh"EUNlf0RM8UJLOINGCOO£.
21 CONTRACTOR SHAU CRA0E £\-tNLY BETIIEEN SPOT EL£VAnONs SHOIIN. 2J. CONIRACTOR TO \,£R/FY AU EXISTING IN\'ERT EILVATIONS f"OR STORM DRAIN Cl'.WSTRUCTION PRIOR TO ANY S/1( WORK. SHOULD OISCR(PANO(S (:(!Sr BETl\€EH T};f ACTUAi.. illVATIONS AND LOCATIONS or M'!~~o~Witim g,oo-~~~o~~WNl~r~-;GN~ rnESE PLANS, mt CONTRACTOR 2•. CONTRACTORSl1AU.UNCO\o£RAN0EXPOSfAU.EXlSTINGUTIIJrY,SE'llffiANDSTORMDRAINUNES \\HER( TH(Y ARE TO BE CR0sst0 ABOl'E OR sa.ow BY THE NEW fAOUTY SONG CONSTRUCTrO IN ORDERTO\£RlfYTHECRADEANOTOASSURETI-!ATTI-!ERE/SSUfF1CIENrITTARANC£.HfORSHE SHAU. CAU THf ENGINEER or \!ORK REGARDING POTENTIAL CONrucrs SffORf fl(Ll) \IORK BECINS 25 ~m~Allt~~P~~~/HOIIN ON THESE: PUNS AR£ ONLY TO BE USED TO DETERMINE 111E AMOVNT
26. All..l'.JSTM(Nrs TO Bll!lOING PAil RrVATIONS OR Pf>RK/NG Lor GRAO(S TO ACHIE\£ EARl11YIORK BALANCE: SHALL BE MADE ONLY MTH APPROVAL or THE ENGINEER
27. SOIL ENGINEER \l!ll NOT OIRECnY CONTROL 111E PHYSICAi.. ACTIVITIES Of THE CONTRACTOR OR ANY SUBCONTRACTORS or THE CONTRACrOR OR SUBCONTRACTOR'S IIORKMDfS ACCOMPLISHMENT or \IORK ON THE PROLCT. CONTRACTOR WIU. 8£ SOCELY ANO CCMPILmY RESPONSIBLE fOR WORKING CONDITIONS ON THE JOB S/1£, INCI.UDING SAF"ErY or ALL PERSONS AND PROPERTY DURING P£RFORMANC£ or ltlE WORK. THIS REOUIREMEHr 'MU. APPLY CONTINUOU5lY ANO NOT Bf UM/TEO TO NORMAL\IORKINGHOI.IRS.
28 OllRINGTI-/EPROGRESSorTHEWORK.TI-lECONTRAC10RSHAU.KffPT};fPR£MISESOCCUP!EOBYHJM /NANEATAN0Cl.£ANCQN()jTIQN,OISPOSINGorRU'USE!NASATISf"ACT0RYMANNERASorTENAS ~~5:Jt.TI~ ~ R~~iiJf NECESSARY so 71-lAT 711ERE SHAU. AT NO TIME SE ANY UNSIGHnY
29. IFHUMANR(MAINSAREO-SCO\IERE0OURINGTHECONSTRUCTION.UNLESSTI-lECORONfRHASNOTIFlfD THEPERMITTEE!N~TINGTI1ATTHEREMAINSDISCO\£RE0HA\IEBEENOEl[RMINEONOrT08ENATI\IE AMERICAN. 71-IE PERMITTEE SHAU NOTIFY AU. PD?SONS ON THE COUNTY'S NATI\'[ AMERICAN N0TincATIOH UST or SUCH DISCO\IERY. SUOl NOTincATION SHAU. SE SENT BY F1RST cuss U.S. MAIL ~T~;t! ~NJP~J'"H~\~l[Ng:F1~ 1~ A~i:g:w~Jfl'.llifOR~~ ;~~'i~w~D SHALL 30 ANY ABANDONED UNOCRCROUND P/PfS EXPOS£() DlJRlNG Cl'.WSTRUCTION SHAU SE REM0\1£D, AOEOUATELY PI.UGCE0. OR A COMBINATION or 8011-/ IN ACCOR0ANC£ MTH 711E REOlllREMENTS or THE OTY/COONrt.
Jl. THE CONTRACTOR SHAU !If RfSPOOSIBLE fOR THE LOCATION AND PROTrCTION or All Ull.JTIES. FOR LOCATION or UNOERGROUN0 UTILITIES. OR FOR EMERGENCY ASSIST.I.NC£, CALL: UNOERGROOND SERVICE AL.ERr(USA)
J2. THE CONTRACTOR SHALL A!)\115£ 71-IE OWNER OF APPROPRIAI[ MAINTENANCE PROCEDURES or ORAINAGESYSTEM.
PROJECT NOTfS,
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2. THE LOCATil'.W or ltlf UNDERGROUND UTIUTIES SHO\IN 00 IHS M>i' ll£Rf BASCO l'.W MARKINGS MADE IN THEflEI.DSY0THERS. THEREMAYBE0THERUNOERGROUN0LITILJTI£STHH01STOO 1l-llSSIIETHArAR£ ~g;A:i~OHAR~~~i:w.~~~NEO MARKINGS ltlAT OCISl[l) AT TI-IE TIME or THE SlJRl'EY IIER£ J. PRIOR TO RfOU(STING A FOON0ATICW INSPECTION BY THE Ort, THE GE:OIEOiNJCAI. ENGINEER OR a\'IL ~:r~,.,:oTHr%.i~~giEsat.lNVE:STIGATIOHSHAllPR0\'IOCAflnDREPORT(INIIRITING)IWJICH A. THE 8/JWNG PAil WAS PREPARED ANO CCMPACl[l) IN ACCOROANC£ 111TH THE SOil REPORT AND SP£CIF1CATIONS.
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DI..ANDSCAP(AREA
CI]
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PRE· OEVELOPMENr
POST- OEVEWPMENr
Mfl'flt MO(.$ '9MOUJ
JQ~SF
J P!'IMOUS"PAVUDIIVEWU o(Jii!HI
P!'IMOUSPAVUWALKWAY .1257SF
SUMMARY
,u,u , JU, 7S,
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POST-DEVELOPMENT PLAN
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
1-
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APN 104-12-025 & 104-12-026
ONSITE AREA = 22,503 SF
OFFS/TE AREA= 1,956 SF
TOTAL= 24,459 SF
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""
ONSITE TREATMENT CONTROL MEASURES (TCM) SUMMARY TABLE
PAlll'l# GC
SIIEW1UJ(
. ..,.
"" .,
roTAL AREA .:::!us
""
Jllf,Hlfl:IIT
AIIEA TREATIIEJtT
IIEOWIEO AREA
""""'""
OFFS/TE SELF TREATMENT CONTROL MEASURES (TCM) SUMMARY TABLE •• .,, ., ., ,.
'·"' "
1N"A1MO'T
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a'TIONALMOUNOINCPARAMHERS;
1W Cf' MOCINOS AT LfASf 2• BELOW a!EST Cf' \ 19.75 TG
O\£Rfl.OWRISER,lOWPOINTSNOMl'.»!t1HAN12" /01£RFlOWC8CHRISTY anow CR(ST Cf' O~Fl.OW RISffi. \112 QR.IJN BOX 12"•12"
--~•-··•_s FG \ ..c._2" MIN r 19.92 TC
h !1,'l-\-\-\7IIninllT ~-/ -.-,.-.,-1
VCOHCOJR8
VCCIICCUR8
!_t r----..
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0 ~, ..... , , .... , _,.l---' I -------r--._ UNDERDIUIN a.£ANOUT MITH RIM TO v-•~"•~• ~" _,,,.. I -1--flMSHGR.IDf.SfEUTIUTYPI.ANf'OR ~ """""'"'" '"'""''"""'
1~ 11
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• •• ;- •• ' j:.:::~:.::::::.(::·· C.3 TREATMENT FAC/UTIES CONSTRUCTION NOTES ._·:-' !. T>ffRG PARTY R£\fEW AND CCRIIFlCATIOO CF INSTALl.>.IION AND COMPL£TrD STDfNWATrR TREATMENT MEASUR£S IS R£0UIREO i
lHIRGPARTYREl'IE'llffiMUSTB[AC/';11_£NCINEER,ARClf1l:CTORlANOSCAP£ARO!l1l:CTRWSIERfDIN1HESTATrCF :::::: - - - -- ~~;:~ c":l :ut1~:: :r,Cl.JRRENT TRAINING 00 ST0RMWAIER TR£ATM[NT D£SICN. A UST CF OUAUflfO IH!RO-PARTY . :: \:.=· WNW.SANTAQ:.J.RACA.OOV/liOME/SffOYIPOBUSH[OOOCIJMENT/olli99J/6JS08J504IJJ852fi72. .t li1!· 2 ~c8::;~GRE°!r~A~~'.:tuTHJ ~c; ~; = =ANTH~~~~ ~\,ft:r=irTH~
19.77(
LEGEND:
~PER\fOUSPA\IERAREA
□
a D LMOSCAP£AR[A
~:::=:::::::1 BW-RET[NTIDN
...... FlOWDIRECllON
R[OIJREONUMBERCFS/1[1NSP£CTIDNSATOlfff.RENTINIERVALSCFCONSIRVCTIDN J. THE l RO PARTYSHfil RflfEWfillNSTAllfll STORMWAIER TR[ATM[NTMfAstJR[SANO CERTlfYTHAT lttfYHAI{ &EN CDNSIR\JCltO IN ACCORDANCE: NTH TH[ APPROIO) BUIUHHG PLMS.
4. SOIi.SW THEBI00£1£NTICWfAClJTl[SSHOL/LDM(£fTH£BIOTR£ATMENTSOILMIX(BSM) SP£ClflCA710NSPERSCI-VRPPPC.J STORWWAIER HANDEIOOK. Afff)//)!X C. A MINIMUM P[RC(U,ll()N RAI[ CF 5 INCHES/HO.JR ANO A MAXIMUM PERCQArn:w RA1r CF ID INCHES/HOUR ARE REQUIRED (INITIAL INlll.TRAllDN RAI[ MAY EXC£EO THIS TO ALLOW FOR 1£ND£NCY Of INnt.iRAJ10NRAT£TOR£DLIC(O\Ull1M().PI.ANIJNGSQLLAltRSHOUUlB£ATL[AST18/NOiESOEEP.CDNTRACTORTO SUBMIT MAn:RIAL CCRllf!CAT£S SIGNED BY THE MAIER/Al PROOUCER. CERJ1f'r1NG THAT Sat COW't1£S WIili. OR D'.CUDS.
SPEC'FlEOREOUIROlrNTS.
5. PER~ORA/NROCKSHAUB£CLASS2P£RMROOCP£RCJJ.TRANSSTANOAROS£C71DN68-!.025.TH£MATERIALSHAI.L 8[WASH£0ANOFRfEFROMCLAYOR0RGANICMATERIAL
6. P£RfORAT£0P!l'[SHAUB£SOI.\O'TWE:lDPVCSDRJ5{0RAPPR01{0£0U-'l)MlliPERFORAIIC»ISFACEOOO\IN . LOCATION Of Iii[ PIP£ VARIES, S££ FUN
7. INST}illl!ON CF POROUS PA\'EMENT AND/ll'l VAUl.75 SHfil BE DON[ PER STANDARD 0£TA/LS AND SP£QF!CAl1DNS. THIRO PARTY Rflfi\!ER OR \oENDOR SHAI.L INSP£CT Iii( POROUS PA\'EMENT ANO/OR VAl/1.TS INSTAL!.>.1100 (JNCWOING IF NECESSARY. PERr'ORMING PfRCcunoo ITTT) ANO SUSillf 7HEIR CDNCURR£NC[L[TJrR TO 111[ Cl'TYCF SANTA CLARA.
8. /NST}ll.Al!ON OF INT£RCEPTOR TREES AS A TR£AIMENT CCIIIROL MEASURE SHAU BE INSP£C111l TO IU!IFY 1H[ ACCURACY OfLOCAOOH,sPECl(SANDNUM8£RCF1Hf1NIERC£PTORTR((S.
9. FOR A}IY UN[R P[N(TRAll(WS, RADIAL cur lliE UNER FOR PIP£. MASTIC ,',NO SEAL llllli PIPE ClAMP TO INSURE WAITT-TIGHTSE"AL
!O. Sf£ LANOSCAP£ PUNS ANO SP£ClflCAIIONS FOR PI.ANllNG MAT£RIALS Wl1H/N BIORET£NTION FACUJ1£S
GRAPHIC SCALE
l ','
' ~ ( IN FEET )
1 inc h = 10 ft.
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PUBLIC WORKS NOTES:
lOTlO 6 SS VRCP,
17.12/NV
6"CU,SSVRCP.L - su',S-0.50% 16.921N
i
.. /W
1 rl i
APN104--12~
6" CUR8
(21.0±0GJ
4"PERfPIPE
(S£ESHffTC5)
(20.BtOG)
'.
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GRAPHIC SCALE
'''"'"" PA\IEROWl'
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CONCRETE SWALE SECTION
14 .
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6'CUR8 ---;a,
FINISH GRADE DET All
ATBUlt.DINGFOUNOATION
"'
2"xfl"OR ~ ~~1c;¾~t~s
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W/6" SPACING
DETAIL "B"
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12" SUBGRAOC SOl SCAlllflEO d< COMPACTED TO 9S!CREU,1ll£MAXJIIUM OCHSITY
PERVIOUS PAVER DETAIL
"'
TYPICAL HALF STREET SECTION
CHEENEY DRIVE
£XSSMH,._-~--
(!9.78RIM)
(12.081NV}
II I
111
CONNECfTO
""" 19.BBRIW
16.l!IIIV(~ 18.IB!NV(E
16.16/NV(N
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(20.07RIM)
(15.571NV)
NOTES:
l ALLUTILITIESSHAll8£PI.ACEDUND£RGflOUNO
ASH STREET
2. JQNT fRENCH IN<l.UOE !l!COOC. GAS. IE!LPHON£. 7V & CAB!.£ LEGEND :
PROPOSED
--SD -- STORM DRAIN UNE --SO --
@) STORM DRAINMANHOCE @)
@ SANITARYS£11£RMANHOI.£ @
@ SANlfARYSfll.£RCUANOUT @
4" PERF PIPE
10'UG£E
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SCELANDSCAPEPLAN
f"OROET,IJl,.(m>ICAL)
PR<POS£06"SS
TYPICAL PIPE CLEARANCE DETAILS
NOTES:
2 JOINT fRENOI INCI.UOE n£CfRIC. GAS. IREPHCWE. TV& CA8U:
i ~~s L~~:1 A~ SH:w ~~~R~~~;:s °'M~oor::::~
CONSTRUCnON.
4. THEAPPUCANTSHALLMJJNfAINAWINIWUM!2"0F~ncAla.EARANCE
AT WATER SER,!CE CROSSING 111m D1H£R Ul!IJTIES. A/ID ALL R(ot/lR(O MINIMUW HORIZONTAL a.EARANCES FROM WATER SfRl'ICES: 10' FROM SA/1/TARY S01ER unuru::s. 10' FROM RECYCLED WATER UIIUTIES. s· FROM S10RMORA/NUnuTl£S.5'FROMf1R£AN007H(RWATERUTUn£S,J'
l'ROMA8AN()(Wt0WAl[RSER'.1C£S. 5'FROMGJ.SununEs. AN05'f'ROM TI-lffDGEOF7HEPROPOSEOREXISIWGORI\IEWAY.fORS,W/7ARYSD\£R, WATER. mo RECYCI.EO WATER Ulll/11ES, lliE APP!JCANT SHAU MAINTAIN AWIMMLiMHORIZCWTALCU:ARANCCOFtO'F'ROMEX/STINGANOPROPOSED 1R££S. IF APPLICANT IIISTAUS 1RU ROOT BARRIERS. CU:ARANCE FROM fR££REOIJCES TO 5'(a.EARANCEMUSTB£FROII TH£EOG£ OF TREE ROOTSARRIERTOfDG[Of"WATERFACIL!nfS).
GRAPHIC SCALE
/ l:1 I
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NfWSDMH
19.95RIM
16.J61NV
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PA0•2U5
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FF • 22."5
PAD,.21.40'
FISfR ROLLS PROTfCTION
TEMPORARY DRAINAGE /NL£T
g_~Z!~/r~rrSTRUCTlON
a
149.s's·
Exoavo<ed
Mol-
SECTION
FIBER ROLLS
IN FURROWS
n
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11 LJ
FIBER ROLLS
ROPE RESTRAINT METHOD
WASHNG
rACIUTY
SIGN ELEVATION
LJ
P1)'Woocl4'•2'
polnledwhlto
S.<><l<lo\t..-a0.5'
;;:: fee~:~=:::~=~:: 09' ••«• M io0!<0100
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PERSPECTIVE Toeof oi_,
FIBER ROLLS
ROPE RESTRAINT METHOD
8 co co
--T-
{{ <~f!~(
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PLAN
8 1U.4PORARY EQUIPMENT WASHING FACILITY
(Below Grade)
~'~ ""' ~~•;:,.,.~ r•=·•• ~ Fl.OW _L
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SECTION A-A
'r · ii I .:_•'<£1.BAGS
=---=---=-~ ~::.:ro::~, ... en~- -mu L ,. floo<fwoy
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TEMPORARY DRAINAGE INLET PRO~CTION
For paved areas exposed to traf fic
~ SECTION8-B
SECTION
TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE/ EXIT
SEDIMENT CONTROL BAG
1 J
0 • C9 ;;-
! •"' •
Construction Best Management Practices (BMPs)
Materials & Waste Management
Non-Haz ardou s Malcrlals
□ Benn and cover stockpiles of sand, dirt or other construction material with 1arps when rain is forccasl or when they are not in use. 0 Use (but don't overuse) reclaimed water for dust control. □ Ensure dusl control watcrdoesn·1 leave site or discharge 10 storm drains.
Haza rdous Materi als
□ Label all hazardous materials and hazardous wastes (such as pesliddes. paints, thinners, solvcnis, fuel, oil, and antifreeze) in accordance wi1h City, County, State and Federal regulations. 0 Store hazardous materials and wastes in water tight containers, store in appropriate secondary contain ment, and cover them at the end of every work day or during wet weather or when rain is forecast 0 Follow manufacturer' s application instructions for hazardous materials and do not use more than necessary. Do not apply chemicals outdoori when rain is forecast wilhin 24 hours. □ Arrange for appropriate disposal of all ha7.ardous wastes.
WasreMa nagemcnr
□ Cover and mainuiin dumpsters. Check frequently for leaks. Place dumpsters under roofs or cover with tarps or plas1ic sheeting secured around the outside of the dumpster. A plastic liner is recommended fO pre\·en1 leaks. Never clean out a dumpster by hosing it down on the construction site.
□ Place portable toilets away from storm drains. Make sure they arc in good working order. Check frequently for leaks.
□ Dispose of all wastes and demoli tion debris properly. Recycle materials and waslcs that can be recycled, including solvents, water based paints, vehicle fluids, broken asphalt and concrete, wood, and clcarcd\ ·egetat ion.
0 Dispose of liquid n:siducs from paints. thinners, solvents, glues, and cleaningfluidsasha:,..ardouswastc .
0 Keep site free of liner (e.g. lunch items, cigarette butts). 0 Prevent litter from uncovered loads by covering loads that are being 1ransportedtoand from site.
Con.Slruclion Enl nncrs and Perimet er
0 Establish and maintain clfecth ·e perimeter contro ls and stabi lize all construct ioncntranccsa nd cxitstosufficientlycontrolerosionand scdimentdischargcsfromsiteandtrackingoffsite.
0 Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking.
Construction projects are required to implement year-rou nd stormwater BMPs.
Equipment Management &
Spill Control
Maintena nce and P.lrklng
0 Dcsignalc an area of the construction silc. well away from SI reams or storm drain inlcls and fitted with
appropria1c BMPs. for auto and equipment parking.
and storage.
0 Perform major maintenance, repair jobs, and \'chicle
and equipment washing off site.
0 If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drai ns
and over a drip pan or drop cloths big enough to collcc1 fluids. Recycle or dispose of fluids as hazardous waste. 0 If vehicle or equipment cleaning must be done onsitc, clean with water only in a bermcd area that will not
allow rinse water to run into gutters, streets, stonn
drains,orsurfacewatcrs.
0 Do not clean vehicle or equipment onsite using soaps, solvents , degreasers , or steam cleaning equipment , and do not use diesel oil to lubricate equipment or parts
onsite.
Spill Pre, •enlion and Co n1rol
□ Keep spill cleanup materials (e.g., rags, absorbents and catlit1cr)availablca1theconstructionsitcata ll times.
□ Maintain all vehicles and heavy equipment. lnspcc1
frequcnlly for and repair leaks. Use drip pans to ca1ch leaksun 1ilrepairsaremadc.
0 Clean up leaks, drips and other spills immediate ly and dispose of cleanup materials properly.
□ Use dry cleanup methods whenever possible
(absorbent materials, cat liuer and/or rags).
□ Sweep up spilled dry materials immediately. Never
au empt lo ··wash them away" wi1h waler, or bury
lhem.
0 Clean up spills on din areas by digging up and
properly disposing of contaminated soil.
0 Report significant spills to the appropriate local spill response agencies immediately. If the spill poses a
sig.nificant hazrd to human health and safety, property or the environment, you must report it to the Stale
Office of Emergency Services. (800) 852-7550 (24
hours).
Earthmoving
Grading and Earthwork
0 Schedule grading and excavation work
during dry weather.
□ Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix)until vegetation is established.
□ Remove existing vegetation only when
absolutely necessary, plant temporary
vegetation for erosion control on slopes
or where construction is not immediately
planned.
0 Prevent sediment from migrating olfsite
and protect storm drain inlets, drainage
courses and streams by installing and
maintaining appropriate BMPs (i.e. silt
fences. gravel bags, fiber rolls. temporary
swalcs,ctc .).
0 Keep excavated soil on site and transfer it
1odump1rucksonsitc,notinthcstrects.
Co111amiutbtl Soils
0 1fany o-Ntiefo llowing conditions arc
observed. 1cs1 for contamination and
contact the Regional Water Quality
Contro l Board:
- Unusualsoilconditions,discoloration,
or odor.
- Abandonedundcrgroundianks.
• Abandonedwe lls
- Buried barrels, debris, or trash.
0 If 1hc above condi1ions arc observed,
docu ment any signs of potential
contamination and clearly mark them so
they arc not distrurbcd by construction
activities.
Land sc:aping
□ Protect stockpiled larKlscaping materials
rrom wind and rain by storing them under
tarps all year-round.
0 Stack bagged ma1erial on pallets and
undercover.
□ Discontinueapplicationofanyerodiblc
landscape: material within 2 days before a
forccastraincvcn t orduringwctwcathcr .
Concrete Management
and Dewatering
Co n<"ttleManag<"ment
0 Store both dry and wet materials under
cover, protected from rainfall and runoff and
away from storm drains or waterways. Store
matcrialsolfthcground,onpallcts. Protect
dry materials from wind.
0 Wash down exposed aggregate concrete
only when the wash water can ( I) now onto
a dirt area; (2) drain onto a bcnned surface
from which it can be pumped and disposed
of properly; or (3) block any stonn drain
inlets and vacuum washwater from lhe
gutter. If possible.sweep first.
0 Wash out concrete equipment/trucks offsite
or in a designated washout area onsitc.
where the water will flow into a temporary
waste pit, and make sure wash water docs
not leach into the underlying soil. (Sec
CASQA Construction BMP Handbook for
properly designed concrete washouts.)
Dew1tering
0 Dischargesofgroundwatcrorcapturcd
runoff from dcwatcri ng operations must
be properly managed and disposed. When
possible. send dcwatcring discharge to
landscaped area or sanitary sewer. If
dischargingtothesanitarysc:wcr,callyou r
local wastewater treatment plant.
0 Diven run-on water from offsitc away from
alldisturlx.-darcas.
0 When dewatcring, notify and obtain
approvalfromthclocalmu nicipalitybeforc
discharging water to a street gun er or stonn
drain. Filtration or diversion through a basin,
tank.orsedimenttrapmaybercquircd.
□ In areas of known or suspected
contamination, call your local agency to
de1crminc whether the ground water must be
tested. Pumped groundwater may need to be
collected and hauled off-site for treatment
and proper disposal.
Paving/ Asphalt Work
Paving
0 Avoid paving and seal coating in wet
wcathcrorwhcnrainisforccast.to
prcventmatcrialsthathavenotcured
from contacting stonnwatcr runoff.
0 Cover stonn drain inlets and manholes
when applying seal coat, sluny seal, fog
seal, orsimi larmatcrials .
□ Collect and recycle or properly dispose o f
excess abrasive gravel or sand. Do NOT
sweep or wash it into gutters.
Sawculting& Aspha lt/Co nctttc Remo val
0 Protect storm drain inlets during saw
cutting.
□ lfsawcutslurryentersacatchbasin,
clean it up immediately.
0 Shovel or vacuum saw cut slurry deposits
and rcmo\·c from the site. When making
sawcut s.uscaslittlcwatcra s possiblc.
Sweep up. and properly dispose ofall
residues.
~
Painting & Paint Removal
Painting Clea nup and Removal
□ Nevcrclcanbrushcsorrinsc:paint
containers into a street. guller, storm
drain.or stream.
0 For water-based paints, paint out brushes
to the extent possible. and rinse into a
drain that goes to the sanitary sewer.
Never pour paint down a storm drain.
□ Foroil•bascd paints. paint ou1 brushes to
the cx1cnt possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and SOl\'cnts. Dispose of
exccssliquidsashazardouswas1e.
□ Sweep up or collcc1 paint chips and dust
from non-hazardous dry stripping and
sand blasting into plas1ic drop cloths and
dispose ofas trash.
D Chemical painl stripping residue and chips
and dust from marine paints or paints
conuiiciJl& lefu1, rocreury, or tributyltin
JTIUS{bt-4uposed of as hazardous waste.
lcltdbcscd paisilv;rmoval requires a statc
ccrt"ificd contractor.
~a Clara Valley
=i:: ~;;:~ Runoff
Pollution Prevention Pro.~ram
Storm drain polluters may be liable for fines of up to $10,000 per day! i ,
a'.
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TENTATIVE MAP
~ I/, ~ ·1
1 I CHEENEY STREET TOWNHOUSES
I t I - : ONE LOT SUBDIVISION FOR RES/DENT/AL CONDOMINIUM PURPOSES - I 11 FOR UP TO 9 RES/DENT/AL UN/TS
--+, I • h: - ·· ··· ----- ··.: .... J _ . ----- ==-- I:~+:-:·::_ JO'
' ~ ~
1 11 I / COIIM"'AAEA .,II---- ,.,';,':;.-. - r --71 - '"" V 0 TOW)) OH5)JrW'5
I
mor~n
"D"illl3
~ APN 104-12-025 & 104-12-026 ~ I~ ' - ~~-~ ~ ~, I
I
AREA= 22,503± SF ____ I "I
I I I -1x I ----- wra I I -----.__ APN 104-12-026
I I ,,_;;, \ AREA=7,051±SF 1------ .. ,..------j
-- ""'i---- r,.,,-.,..-..--- ~ --7 I I
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~
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li
UNIT 1 \ ro BE REMOVED ~ °i 3l ~
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:
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PROJECT NOTES·
ASSESWR PARCEL NO: !IJ.4-12-025 & 104-12-026
CHEENEYSTREET.SANTACLARA.CA95054
LOTARE:A; 02± ACRES{GROSSAREA)
01\NER MAAUTIBt.lU.OCflS,LLC
ADDRESS; 859AUSALCOURT
MILPITAS,CA950J5
ID.EPtiONf, (408)-710-6725
6 [NGIN(ER: MNH ML[, Pf
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AOORESS. 2250 111),ANNON OOVE:, SAN CLARA, CA 95050
Tfl.£PHONf:(408)-761-5B67
a EXISl!N(; ZONING R!-61.. SINQE RfS/DfNTIAt. fAMILY
9 PROPOSEDZONINGc R2-LOWDDISITYR£SIOENl!Al
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12.PRl)>OSl0NlJMB£RCEUNITS:9
1J ALLOOJfNSIONSANDPRCN"OsrDCRADINGARfPRWlillNAAYANOSllB.CCTTO flNAL OCS/GN
14 PROPOSlO WATrR, SANITARY SC~R.AND STORM ORA/ti 1111..L 8[ CONS7RUCTf0 AS P£RLOCA!.AGOICYSTMIOAROS
15 WAIO?: SANTA Cl.ARA WATER ANO UTIUTI(S
16. S£11,[R, $.lHTA CU.RA WA1ER U/0 UIIUTI(S
17 STORMSANTACI.ARAWAT(RANOUTIUTI[S
19 lrL£PHCWf
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21 If £XISTING WAID? MEIER IS NDTBBNG usrn. ITSIIALL 8£ R[MOY[O AtlO
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22. If EXISTING !NllTS AA£ NOT BCINC USCD. IHfYSl/"1.L B£ R£MOl'fD AND CAPl'fO 2J. RD.IO\IEAUEXISTINCIMPRO\IEMENTWIIHIN IHfPRll"fRTYUMITS SUBOI\IIOfR SHAU RECORD A CO\IENANT OF fASfMENT ro TH£ OTY OF SANTA Cl.ARAFOR!NGRESS-EGRfSS.[MERr,fNCYACC[SSANDPARKINCPURPOSfSACROSS COMMON AREA FOR 11-!E BfNfflT Of UINTS (AS NUl,/BfREO ON TENTATIVE MAP OTY Flt.[NUMBfRT18-048)PRIORTOORWITHIH£RECORDATIONOfTHEMAP.SA!O fASEMENf(S) SHALL 8£ f!INOINC l.lPON. ANO THE BENfflTS S/1AU INURE TO, A!.1.
SUCCESSffilNINTERESTTOIHEAfTECTEOREALPRO"ERTY.
J. ALL NEW UTILITY SER\IICE CONNECll(WS, INCt.UO!NC ELECTRICAL ANO Ca.lMUNICATI(WS. SHAUBEINSTAUEOUNOERCROUND.
4 UTIUll£SLOCATIONASSHOWl'IAREAPPROX!MATE0NlY.COOTRACTORTOl'fRIFY LOCATIONS OF AU fXISTINC UTILITIES 8£f"OR[ COMMENCING CONSTRUCTION S. THE PROPERTYO'M'IER SHAU8£R£SPONSIBlEFOR THEINST..U.LATION Of PORltANO CEMENT C<WCRETE CURB. CUTTER AND SIDEWALK. PA-.fMENT 11£-IN. ANO THE RECONSTRUCTION Of THE DAMAGED SECTION Of ROADWAY PAVEMENT ALONG THE FRONTAGE Of THE PROPERTY
6 PROPOSED DRl\£WAY AND SIOfWAU( CONSTRUCTION S11AU BE IN COMPUANCf WITH THE QTY Of SANTA CLARAST.WOAROOETA!LS
7. ALLREOUIREDPARK/NGOFPR!YA7E0fl.fl0f'MENTSHAL1 BflOCA7ED \\!THIN THE DEl'HOPMENT BOONOARIES. PUBLIC ROADWAY FRONTAGE IS NOT INTENDED TO Bf COONTEOFORTHEREOUIREOPARKINCOFAPRIYAl[OE\o£1.0PMENT.
8 ANY RIGHT-OF-WAY 0£DICATIOO. ROAD IMPROVEMENTS. ANO ANY NECESSARY RELOCATIONOFUTIUTYFACIUTIESSHALl 8£AT NOCOSTTOTHECHY.
9 THEPROf'OSfOSfREETSIRUCTURALSECTIONISTOE![O[SIGN(OBYAR[GISTEREO 0\/IL ENC/NEER AND APPROVED BY THE CITY ENGINEER
ID. NO GRADING S11AU 8£ PERM/ffi'.D ON THIS S11( UNTIL A GRADING PLAN AND AN EROSIONANOSEOIMENTATIONCONJROCPLANSHA\IESEENRE\IIEWEOSYTHECITY ANO A GRADING PERMIT IS ISSUED IN ACCORDANCE WITH THE SAN .OSE CITY GRAD/NC ORDINANCE.
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GRAPHIC SCALE
" EXISTING SITE CONDITIONS
' '
L--- T2 "' • "' • • :1
E PLANTING PLAN
-® ~~~~:.:';~ INCLWING REMO/ING
PLANTS, GRASS 4 OTHER DELETERIOUS MATERIALS.
DEPOSE Of MATERIAL AT A LE6AL l"IASTE FACILITY.
2. ROTOTIL PL.ANTING AREAS 6" DEEP 4 COMPACT SOIL TO
e5%. COMPK,T 51.JB-G-RADE VNDER ALL PAVING TO <5%.
3. GRADE SITE TO DRAIN AY'V,,"( FROM THE HOU5E, MIN 2%
SLOPE.
4. FINISHED GRADE IN LAYiN 4 PLANTING AREAS TO BE 2 "
BELOV't EDG-E OF PAVING.
-@~~~~~:;:;'~~NCLUD ING REMO/ING
PLANTS, GRASS. v-.EED5 4 OTHER DELETERIOUS
MATERIALS. DEPOSE OF MATERIAL AT A LE6AL V'tASTE
FACILITY.
2. C.ONTRAc.TOR TO COLLECT EXI5TING- SOIL SAMPLES
(.:IFT DEEP) FROM EACH OF THE AREAS OF NEl"I
PLANTIN(;>S AND 51.JBMIT TO Y'\AYPOINT ANAL YT/CAL
CALIFOR.NIA (114.2B2.e111) OR EQUIVALENT, FOR SOIL
TEST A05-21V'(EL0 Yi!TH RECOMMEND A TlONS FOR SOIL
AMENDMENTS PR~ TO INSTALLATION OF PLANT
MATERIAL.
3. SOIL AMENDMENTS SHALL BE INc.oRPORATED
,A.C.C,ORDING TO THE RECOMMENDATIONS OF THE SOIL
REPORT FOR V'IHAT IS APPROPRIATE FOR THE PLANTS
SELECTED.
4. AFTER REMO'v'AL OF EX. PLANTS 4 ~- ROTOTIL TOP
6" OF DIRT IN LANDSC.APE AREAS 4 SOIL AMENDMENTS
COMPACT SOIL TO 55%. FINISHED GRADE IN LANDSC-APE
AREAS TO BE 2" SELOl"I EDG,E OF ADJACENT PAVING
b. PRIOR TO PL.ANTING Of ANY MATERIAL, COMPACTED
50ILS !;,HALL BE TRANSFORMED TO BE IN A FRIABLE
CONDITION.
1. PLANT PITS: TO BE 1-1/.2 TIMES THE PLANT"S ROOTBALL.
AMEND EAGH PIT Y'V 1/3 MIX OF 50IL AMENDMENT 4 2/9
SITE 50IL. MIX BEFORE BACKFILL.
e,_ COMPACT SUB--6RADE UNDER ALL PAVING TO qS%.
q_ GRADE SITE TO DRAIN Al"t-6.Y FROM THE BUILDING.
SLOPE PAVING MIN. Of .2% Al"t-6.Y FROM BUILDING 4 PER
CML PL.AN.
10. MIN. OF 2" Of MULCH 5HALL BE APPLIED ON ALL
EXPOSED 50IL SURFACES IN PL.ANTING AREAS. EXGEPT IN
ROOTING GROLINDGOVER AREAS. TO PRO/IDE HABITAT
FOR BENEFICIAL INSECTS AND OTHER Y'IILDLIFE.
11. IMPLEMENT PRACTICES TO REDIJGE THE DISCHARGE Of
PESTICIDES, HERBICIDES AND FERTILIZERS. AT A MIN.
IMPLEMENT LANDSCAPE MANAGEMENT MEASURES THAT
RELY ON NON-C.HEMIGAL SOLL/TlONS.
ON-SITE TREE REPLACEMENT RATIO: .2:1
(b) AGER G. VAA. GLABRUM MOUNTAIN MAPLE 24" BOX
OFF-SITE TREES IN THE PUBLIC RIGHT Of Y'IAY
(4) CERGIS OGGIDENTALIS Y'IESTERN REDBUD 36" BOX
-@ ~~~~ IN~:::~: ,:; OF ,,_y SHALL HAVE ROOT
BAARIERS FOR SIDEl-"'-l,6,LK PROTECTION, MIN. OF lb' LONG OR EXTEND TO THE DRIP LINE OF THE MATURE TREE. Y'IHIGH EVER IS GREA. TEST. LENGTH 5HOY'tN ON PLAN
ROOT BARRIER ALONG SIDEY'IALK - 1e," DEEP
ROOT BARRIER ALONG STREET SIDE - .24" DEEP
PRODIJG T: DEEPROOT OR APPRO/ED EQUAL
MODEL NO, UB-1e-.2 - SIDEY'IAL.K SIDE
UB-24-2 - STREET SIDE
REFER TO DTL ON 5HT. L4 FOR INSTALLATION
INFORMATION
SCALE: 1/e" : 1'-0" ..... ..-...... -,._,. ~~•• f-RE-F_ER_T_O_SH_T_.-LO-FOR_P_LAN_T_L_E_G_EN_D_, -GE_N_E1'AL __ N_O'TB __ 4_D_ET_AJ_L.5 _____________________________________ a",,_•-:~-;~ b" ,., Submittals:
RESPONSE TO CITY
COMMENT LETTER
C
(tl
C:
O'l
ai
C
~
:;:::;
C
1i, (tl
l C: rn
Date 15APR24
Sheet:
L1
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"
EDGE OF HAR.DSGAPE OR ~L
SETBACK FROM e,i,,c..1< Of CURB
OR BACK OF )"'{ALI< OR HEADER 15 EQUAL
TO 1/2 O.C. SPACING FOR GIVEN SPEC.IES
~ ll'l> ® ~ EQUAL TRIANGULAR SPAC ING REQUIRED
PLANT TYP . BETY'IEEN PLANTS. (REFER TO PLANT
LEGEND FOR ON GENTER SPACING.)
0PLANVIEY'I
~ GROUNDGOVER PLANT, SIZE PER LEGEND
2" BARK MULGH BED-SEE 5PEG5.
1/3 AMENDMENT, 2/3 SITE SOIL,
ROTOTIL TO MIX. MIN. 12" DEEP ENTIRE
PLANTING AREA, COMPACT TO es%
0 5EG-TION SUBSOIL
-® GROUND GOVER PLANTING DETAIL
AOJ. FINIS>H 6RAOE Of
6AAl<MUI.CH .TYP
SET ROOTBAU. 1" A60v'E FINl5H 6FU.0E
s+!AV'c. ED6ES OF i-:ooraAL.L TO BE FL..USH
V'V GRADE OF PIT TO PREVENT EDGES
FROM DRYING OVT, TY'F'
~1 WYJ!'~,!?- --- ~~7u~~~~~TING
~-•, ,-c_,,.;=~~j SC<O><,n-P
•-i:=rn=T B,o,a<J=ILL PIT V'V IMPOR.TEO,
--© SHRUB PLANTING DETAIL
AMENDEP , e5% GOMPAi:;;TEO
TOl"501L. TYP.
( 2 ) FERTILIZER TABLETS
FOOT TAMP BOTTOM OF BASIN
TO '7iO% COMPACTION
--® PLANT LEGEND
5YM. GTY. A.BR. BOTANICAL COMMON NAME SIZE
0 4 C.O GERGl5 OCCIDENT ALIS ~TERN REDBUD 36" BOX
0 a A<, AGER<,, VAR. <,LABRUM MOUNTAIN t,,fAPLE 24" BOX 0 15 Pl PRUNUS ILIC.IFOl-lA HOL.LEY l-EAF C.HERRY 15GAl- 0 2 GM C.EANOTHL/5 MARITIMUS MARITIME C.EANOTHUS 1 (SAL 0 4 GT C.EANOTHL/5 THYRSIFL-ORUS CREE.PING BWE6L..0550M 1 (SAL 0 11 DA DIPJ..AC,US ALJRANTIACUS BL/5H MONKEY FLOV'IER 1 ,SAL 0 E> E5 ERIOPHYL.LUM STAEGHADIFOl- lUM SE.ASIDE Y'IC>OLL Y SUNFLOY'IER 1 ,SAL 0 aa KG KEC.KIEL-l-A GORYMBOSA KEGKIEl-LA
0 24 HM HEUC.HERA MAXIMA ALUM ROOT
0 B LF LEPECHINIA FRAGRANS FRAGRANT PITCHER SAGE
0 ,, LA WPINUS ALBIFRONS SIL VER WPINE
0 a RV RlBES YIBlJRNIFOLIUM C.AT ALINA GURR.ANT
® 1 5,:; SALY!A 'GRE EN C.ARPET' GREEN CARPET SAGE
0 11 55 SALVIA SPATHACEA HUMMIN6BIRD SAGE
0 B SA SAL V IA APIANA V'\HITESA6E
0 a VG VENEGASIA CARPESIOIDE5 C.ANYON SLJNFLOV'IER
STORM l"IATER C.3 PLANT LIST
5YM. ABR. BOTANIC.AL NAME COMMON NAl'-iE
~ GB C.AREX BARBARA£: VALLEY SEDGE
[I] B<, BOUTELOJA G. BLONDE AMBJTION BLONDE AMBITION GR.AMA . ~ '
JP ..JJNCUS PA TENS COMMON RL/5H
~ MR MUHLENBER6IA Rl6EN5 DEER.GRASS
~ SB SISYRINCHIUM BEL-WM BWE-EYED GRASS
PLANT LEGEND NOTES,
1. THE PLANT QUANTITIES SHOl"IN ON THE PLANTING PLAN TAKE PREGEDENC.E OVER THE QUANTITY LISTED IN THE PLANT LEGEND.
:2. PLANT S'r'MBOLS IN LEGEND ARE NOT TO SC.ALE AND MA'T' APPEAR SMALL THEN SHOV'IN NON PLAN. ~. REFER TO DTL. LS-2. SHT. L4 FOR TREE PLANTINGS. DTL. G, THIS SHT. FOR SHRUBS PLANTINGS t DTL. 6. THIS SHT. FOR GROUND GOvER PLANTINGS
1 ,SAL
1 <,AL
5,SAL
5<,AL
1GAl-
1 (SAL
1 ,SAL
5,SAL
5,SAL
SPACING
2'O,C .
16" 0.C
16" 0.C..
3'0.C.
b"O.C.
Submittals:
RESPONSE TO CITY
COMMENT LETTER
Date: 15APR2-4
Sheet
L2
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D IRRIGATION PLAN
REFER TO SHT. L4 4 LS FOR IRRIGATION DETAILS
B IRRIGATION NOTES
1. f'ROV'I D E c.oMPLETE IRRIGATION SYSTEM TO EAC.H TREE. SHRUB 4 GROUND COVER PL.ANT. CONNECT SUPPLY LINE TO IRRIGATION l"I.ATER METER
2. INSTALL fRRIGATJON SLEEVES UNDER DRIVE l"I.AY 4 PAVING I
n
I
f------
I
@] HJNreR -~ P:2<.-400 - 10 STATIONS
IRRl6ATION GONTl'lOI...LER , 4-ST,•,:notl e.o.5E MODB. t 2 EXl'RA MOtlUI..E5 , Pl..,0,5nc;.l'W...Ll"ICl.!NT~ . 120V,J,,Gl'tTHU~ . G,O,BLE ANO l"I..IJ<$. W ~ l'OR C,EU,. PHONE, PER Dn.. C., SHT. 1..5 ~ f>OL.AR SYNC,~ l'tTH COMPATI6!..f. GENERIC !'W..L
MCVNT cotl~ . PER OTL. E, S>IIT. L5
W l"e8CO-B~~ 1" - 1'6~V-RP
~PREVENreR(LE,t,:DfREE)WSI-UT--OFl'BAU..VALVESt
Y'!T'E STR,t.!NER. GO,,IE!'!. Y'V INS'JL,t,TION BL.H,I~. HIN. Ft-1;:1, GREEN , YEA.THER<SVARO OR EG:IJAL .. PER Gt1Y STANPAAO PETAIL, SHT.
L5-\q , SHT. L4
'"
1"1"LOl"IOO<~tM"'51'1:F.VALVE·eeT l'ORMAX . l"LOl"l~~ OI' L>R66TVALVE , OTL, A t B , SHT. U,
1· Rl=MOT'E CONTROi. VALVE rv l'IL~TOR, AO PSI
~ ~ . 150ME5HfG.ReN , PER DTL. LS-16 , SHT. l.4
~ FI.OOD 61.JeBL.ER, PER DTL. L.e>-2, SHT. J..4
1/4 b" EMITTER LINE
TEOU.INE GV DRIP TUBING RING , 6" EMITTER SPACING , 1/4" TUBIN6 , ,',U:,AE RESIST,',NT, MIN. 2 INLINE EM~ PERRIN<:>, PER DTL'S. A, Stff . L5
1/4 12" EMITTER LINE
TEGHUNE GV ~p TliBIN<!>, 12" EMITTER SP>GIH,S., 1/4" ruelNG , AL.6-AE RESIST.-.NT, PER DTL. 0, 51-!T. LS
1-1/Z' PIPE
IP.PJ6ATION M.-JNLINE. PER DTL. C.. SHT. Lb
t- 1/2' PIPE. 4 " Sl.EEVE
RR16ATIOH MAIHUNE I Sl.EEVE UNDER PAVIH(; . PVG SGHED. 00. l"+-IITE PIPE,....., Pl.ILL Y'IIRE. GON.TROLLER l"IIRES I IRRIGATIOH PIPE RRl,:;,ATION J.ATEIU,J.. LINE. PVC, GI-AS5 200 , l"+-lfTE PIPE. 12' DEPTH. PER on.. D. SHT. Lb
Mui mu m Applitd Water Allowa nN' ■ 45,S?9 g.illons puyur. 5EGTION 6 - ESTIMATED TOTAL l"tA.TER USE (EWV)
37,71!1 gallons/year
5FCIION C COMPARISON Of tTW\J AND MAWA
5GA!.E, VO"• 1'-0" : ••-:'.°'"--;':'"'"'"'--;'.. •\
37,71!1
Submittals:
RESPONSE TO GITY
COMMENT LETTER
Date· 15APR24
Sheet:
L3
·I
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UB 18-2 Specifications
18" DeepRoot• Tree Root Barrier ~
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~:.."'::i.::::..,-.::i:~
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'-----•-offt(911ni-11!Gro.nd
t«l:laboa>o< ... d .... ll-,-..ol""""""'
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mdt,lfltl•l/1'(511SfOllll<tli>1iolW--.tho
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wtriilyt,,ildi-,wpnlUll-{SeoDe<>ICl-
U.S.- ,I.JC&J,19;...,~7.()llwPlt>nt,flondllt.
K.TRAN
C. OUANZ
G. GOMEZ
o.,,re: OCTOBER 2013
·~-,,~
~~~·~
~GROUNDLOO:TAB ~
~
LOW VOLUME
REMOTE CONTROL VALVE
CITY OF SANTA CLARA
LS-16
MiC'II.Sl_.
UB 24-2 Specifications
24" DeepRoot• Tree Root Barrier
!pocf,,OtrN--··-- ... --_., ___ ...,.,..... __ .... _
-i'IJ.<'liOIMl1q_.,.,._.~...,.'°'
-~ .. ~-~---
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pa,M ..... IIO<lroral,k,c""""'"!l,t"""""
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K.TRAN
C. OUANZ
G.GOMEZ
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BACKFLOW ENCLOSURE
Crrf OF SANTA CLARA
0.01$'1~90-I
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LS-18
PAGE: 74
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K.TRAN
CHECKEDBY: C.QUANZ
APPROVEDBY: G. GOMEZ
OCTOBER2013
TREE PLANTING
CITY OF SANTA CLARA
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K. TRAN
C. OUANZ REDUCED PRESSURE
BACKFLOW ASSEMBLY
CITY OF SANTA CLARA
LS-2
LS-19
Submittals:
RESPONSE TO CITY
COMMENT LETTER
.!:!2
ro .....
Q)
0 C
0 ~
:;::::;
ro
i= Ol
Q) ·c
Jg L..
(/) .....
Date: 15APR24
Sheet
L4
I
I i
i
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i I I
I
L~l,._________~--=-------◊:-------1,o:
J
i j -® RAIN SENSOR
I
I l
i
i .
I
I
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l
l
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'
REMOTE CONTRO L VAL VE
Y'{ITH DISC. FILTER AND PR.V
5UPPL Y HEADER
PVC, OR BLANK DRIPL INE
MODEL TLC.VO
(D SOLAR 5YNG l'ilRELE55 SENSOR
® SOL.AR SYNC. l'ilRELE55 REGE!v'ER
® SOLAR SYNC. GOMPATIBLE CONTROLLER
© POST OR Sl.HTABLE MOJNTIN6 SURFACE
@) FINISHED GRADE
--© IRRIGAT ION CONTROLLER
r
Techline ® C,V DRIPLINE,
FLOY'! RA TE AS FOLLOYiS :
0.26 GPH GLAY
0.46PH LOAM
0 .6 GPH SANDY LOAM
DRIPPER SPACING 12" MAX
@j) HF
CD IRRIGATION CONTROLLER (PRO-C,) PER PLAN
© ~~<:>~~ ~~~c~~ 6o~DUIT
@) ELEGTRIC-AL SUPPLY CONDUIT
CONNECT TO POV"IER SOURGE, J-BOX
INSIDE CONTROLLER
© ~~~~~R:~~~ MC:VNT
© SMART PORT
NOT'le
MOVNT CONTROLLER LCD SC.REEN AT
EYE LEVEL, CONTROLLER SHALL BE
HARD-Y'IIRED TO GROJNDED
110 Vl>G Pat'IER 5Cll.lRGE
1-1e-~- MANUALFUJ5HVALVE
PLUM6ED TO PVC OR POLY
/TYP)
PYG OR POLY EXHAUST HEADER
PERIMETER LATERALS 4" - 6'
FROM EDGE ,
Tec.hline ® C.N DR.IPLINE
Tec.hline ® START
CONNEC.TION
REMOTE CONTROL VALVE
l"(ITH D ISC. FILTER AND PRY
PVC. OR POLY 5UPPL Y HEADER
REFER TO LEGEND FOR ROYi
SPACING
- ~ PVC. OR POLY EXHAU5T HEADER
1. RECOMMENDED MINIMIJM FILTRATION: 120 ME5H
2 . PRE55URE AT FLL/5H VALVE SHALL SE MIN 14.5 PSI
3. 2 PSI C.HEC.K VALV E (MAX 4.6' OF l"\ATER (ELEVATION C,HANGE)) 4 . REFER TO MAXIMUM LENG TH Of A SINGLE LATERAL C,HART -@ DRIP LINES
/r
MANUAL FU.J5H VALVE
PLUMB ED TO PVC. OR POLY
MODEL: TL50V
1imm BLANK DR.\PLINE EXHAUST HEADER
MODEL: TLC.VO
MF INSERT TEE (TYP)
MODEL: TL TEE
NOTES TO DESIGNER :
• ~ MANUAL FUJ5H VALVE
MODEL: TL50Y
EXHAUST HEADER
Tec.hline® C,V DR.IPL INE. FLOl"i, DR.IPPER
SPACING, LINE SPACING PER NETAF IM
INSTALLATION GUIDELINES
SHRUB TRUNK
,. INSTALL FIRST TeGhline® C,V
LOOP 1E>-INC.HES FROM
GENTER OF TREE TRUNK.
INST ALL EACH ADDITIONAL
LOOP PER NET AFIM
INSTALLATION GUIDELINES.
2. INSTALL TeGhllne gi C,V
DR.IPLINE ON SURFAC E TO
MAXIMUM OF 6-INC,HES
BELOJ"II GRADE, 5TAPLE IN
PL.AGE PER
MANUFACTIJRER'5
RECOMMENDATIONS,
BACKFILL AND SPREAD
5URFAC E TREATM ENT AS
DIR.EC.TED BY OTHERS.
0 .
\__ 5PACIN6 FROM
GENTER OF SHRUB
"---- USE DRIPLINE CUP ADAPTER 4 1/4"
POLYETHY LENE TUBING IF DESIRED
DURING PLANT ESTABLISHMENT
-@ DRIP RING - MULTIPLE SHRUBS
SHRUB
//----~ Tec.hline ® C.V SPACING PER NETAFIM
INSTALLATION GUIDELINES
11mm BLANK DR.IPLINE 5UPPL Y HEADER
MODEL: TLGVO
1/2-INGH MALE ADAPTER
MODEL: TLOSOMA
~----- $C.H. 40 PVC. 1/2-INC.H FEMALE THREAD ED TEE
-®DRIP RING
9 . INSTALL Techline ~ C,V IN
Ac.c.ORDANC.E J"IIITH
NETAFIM INSTALLAT10N
GUIDELINES.
Submittal s:
RE5PON5E TO CITY
GOMMENT LETTER
.!:Q
co ....,
Q)
0 C
0 ~ :.:;
t= co
01 " ·c Q)
,:; I...
(/)
Dale: 15APR24
Sheet:
L5
0 LATERALS ONLY
FINISH GRADE
GOMPAGTED
6AGKFILL
LATERAL LINES
FINISH GRADE
NTROL ~IRES IN CONDUIT
CD CONDUCTORS ONL y
NOTE:
SNAKE ALL PIPES IN
TRENCHES
TRENGHEDGE
0 TRENCH - PLAN VIEi"!
1 \
2 0" 1 FINISH GRADE OF PAVEMENT
4 '
1-t CONCRETE GAP
r~-{_., ••
~ ,~1 =, ()
:i:: - _1,----,.----;------
CONTROL ~IRES IN CONDUIT
® MAIN 4 CONDUCTORS
1. ALL TRENCH SAC,KFILL TO BE FREE Of ROGKS OVER 1"
-© TRENCH DETAIL
10 x PIPE DIA.
-®MASTER VALVE
10 x DIA. OF 5TRAIGHT PIPE
FREE OF FITTIN65 OR
ELBOY'IS
DETA IL LEGEND:
5 X DIA Of STRAlGHT PIPE
FREE OF FITTIN<;;,S OR ELBOl"IS
(D Y'IIRELE55 FLOY'I SENSOR, CABLE, AND TRANSM ITT?:]~. MFS) @ RECEPTAC-LE TEE (FC-TJ
@ RECTANGULAR VALVE BOX
G) BRIGK SUPPORTS AT EAC.H GORNER (4)
@ FILTER FABRIC,
@ 6 " MIN. <;,RAVEL BASE
G) MAIN LINE AND SOIL GOVER PER PLAN
@ ~~EP !a:>RADE OF SOIL , 2" 6ELOl"I TOP OF LlD FOR BARK --® FLOV'I SENSOR
FLOW METER
SPECIFICATIONS
:INLET/OUTLET CONNECTION SIZE
1PULSEPER0 .1US
GALLON
NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA.
OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA.
INLET ANO OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE ANO FITTINGS MAY BE SCH 80 PVC SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT.
DETAIL LEGEND :
(D ~~rg~~S~JE\§'Tfo~§TER He-ors WITH 0 ~~~~~~J~JJ~~~ 1,sNEJ§i~~fN □ @ SCH 60 PVC FEMALE ADAPTER (S X T) @ TWO
@ RECTANGULAR VALVE BOX PER T
SPECIFICATIONS M
14 © ¥8~S~YPM"212tftJ~tfJ~~g~~ X SJ E
DEPTH (SIZE FOR LARGER MAIN LINE ® WEATHERPROOF WIRE CONNECTOR AS NEEDED) @ FINISH GRADE
® ¥8~S~¼cM"212tiRlfJ~~g~~ x 51 @ SPECIFIED so1L covER (SEE LEGEND) DEPTH @ COMMON BRICK
@ 6J¥tEf5 mm) MAIN LINE AT INLET & @ GRAVEL BASE, 6" (15 cm) DEEP Submittals:
RSPONSE TO CITY
COMMENT LETTER
~
ro .µ
Q)
0 C
0 .92 :;::::;
t= ro c:n Q) ·c
" .c I...
(/)
Date: 15APR24
Sheet
L6
JUNCUS PATENS
COMMON RUSH
llr~r
.en' ' t
-\
' ;JJJ :l:'
MUHLENBERGIA RIGENS
DEERGRASS
SISYRINCHIUM BELLUM
BLUE-EYED GRASS
SALVIA SPATHACEA
HUMMINGBIRD SAGE
SALVIA APIANA
WHITE SAGE
VENEGASIA CARPESIOIDES
CANYON SUNFLOWER
CAREX BARBARAE
VALLEY SEDGE
BOUTELOUA BLONDE AMBITION
BLONDE AMBITION GRAMA
HEUCHERA MAXIMA
ALUM ROOT
, ~ - - .~
,. .. ~. A: - -~
' '
;,-,,. ----- ~
~.. • .t
♦
LEPECHINIA FRAGRANS
FRAGRANT PITCHER SAGE
LUPINUS ALBIFRONS
SILVER LUPINE
RIBES VIBURNIFOLIUM
CATALINA CURRANT
SALVIA 'GREEN CARPET
GREEN CARPET SAGE
CEANOTHUS MARITIMUS
MARITIME CEANOTHUS
CEANOTHUS THYRSIFLORUS
CREEPING BLUEBLOSSOM
DIPLACUS AURANTIACUS
BUSH MONKEY FLOWER
ERIOPHYLLUM STAECHADIFOLIUM
SEASIDE WOOLLY SUNFLOWER
KECKIELLA CORYMBOSA
KECKIELLA
CERC!S OCCIDENTALIS
WESTERN REDBUD
ACER G, VAR. GLABRUM
MOUNTAIN MAPLE
PRUNUS ILICIFOLIA
HOLLY LEAF CHERRY
Submittals:
RESPONSE TO C.ITY
COMMENT LETTER
ro ·c
(1) ....,
ro
::E
Date: 15APR24
Sheet·
L7