SHEET INDEX
AO.O COVERSHEET, PROJECT SUMMARY
A0.1 EXISTING SITE PHOTOS
ARCHITECTURE
A1.0 SITE PLAN
A1.0.1 ACCESSIBLE ACCESS & FIRE DEPARTMENT
ACCESS
A1.1 GPAPI-IC llllJS TRATION OF AREA
CALCULATION
A2.1.1 BlJILDING FLOOR PLANS-BUILDING 1
A2.1.2 BIJLDING FLOOR PLANS-BUILDING 1
A2.2 BUILDING FLOOR PLANS-BUILDING 2
A2.3 BULDING FLOOR PLANS-BUILDING 3
Al 1 Ur--lT FLOOO PL.ANS-TO'M-IHOUSE (TH)
AJ.2 Ul'.IT FLOOR PL.ANS-TO'M'll-lOUSE ENO UNIT
{TH-Ena)
AJ.3 Ui',IT FL OCR PLAN-TO'M'lHOUSE END
FACING CMC CENTER- .-6DAPTABLE UI\ITS
A4.1 BlJILDING ELEVATIONS- BULDING 1
A4.2 BlJILDING ELEVATIONS- BULDING 2
A4.3 BUILDINGELEVATIONS-BULDINGJ
A4.l 30 vlEWS, CCX.ORS AND MATERIALS
A4.5 STREETELEVATIONS
A5.1 ROOFPI.A~AllBU ILDINGS
A6.1 BlJILDING SECTIONS-BlJL.l)NG 1, TYP. W.AJ..L
SECTION
A6.2 BULDING SECTIONS-BlAL.l)NG 2 & 3
A7.0 CARPORT FLOOR PLAN & ELEVATIOOS
~
L-1 SCHEMATICLANDSCAPEF't..,6N
L-2 IRRIGATION HYDROZOf>E PLAN
L-3 SANTA CLARA TREE PROTECTION
SITE LIGHTING
E1.10 SITEUGHTINGPLAN
E1.20 SITE LIGHTING PHOTOMETRIC PLAN
E1.l'J LUMINAIRE Sa-lEDULE N'lD FIXTURE
DETAILS
CML:
C-1.0 TOPOGRAPHYMAP
C-2.0 GRAllNGPLAN
C-3.0 UTIUTYPLAN
C-4.0 STORM WATER CONTROL Pl.AN
C-4.1 STORM WATERCAL.Cu.ATIONS & DET.-6JL
C-4.2 STORM WATER DETAILS
DENSITY UNITS/ACRE)
COMMfRC IAl (SF)
CIVIC CENTER TOWNHOUSES
860,858 CIVIC CENTER DRIVE & 1526 ALVISO STREET, SANTA CLARA, CA
SCOPE OF WORKS
THE SITE IS CURRENTLY OCCUPIED BY THREE BUILDINGS (BOOY SHOP AN) CAR Rs>AIR), TOTPUNG9. ◄ 22 SF. THESE BULDINGS Wl.L BEOEMCllSHED At{) REMOVEDFROMTHESITE.
WEAREPROPOSINGAt.U.Tl.fMI...YPROJECTTI-IATCONSISTOFTHREE SEPARATEBULDINGS:AN8G-IT.UNITBULDING(BULDING#1)'MTH20,672 TOTM.. SF. A SIX-UNIT BULDING (BULDING #'1) WITH 15.5323 SF At{) A TWO-UNIT BUILDING (BUILDING 113) WITH 6,073 SF WHla-1 INQ.lDES AN ACCESSORY OWELUNGUNITSASPARTOFEAQiUNIT.
BUILDING 113 (A DUA.EX NlD 2 MJU.) WILL IE DESIGNATBJ AS AFFORJABLE.
ACOM,ERl'.VlMEETINGSPACEOF795SFISPROVIOEDINBUn..DINGll3FAQNG AVISO STREET THAT IS AVAlAll.ETO THE PUBLIC AND THE HOA.
WE ARE PROWllNG TWO GARAGE PARKING FOR EAQ-1 TOWNHOUSE. 1 CARPORTFOREAa-lDUPI..EXUffT, 1 UNCDVEREDGUESTPARKINGFORTHE DUA.EX AND 1 UNASSIGNED UNCOVERED PARKING(ACCESSIII.E).
THEPRIVATEOPENSPACEFOREAa-lUNITISPROVIDEDVIAAROOFDEQ(
THATVARIESINSIZEFRCN254SFT0368SF.
THE COt.t.lDN OPEN AREA IS PROVOED IN THE CENTER OFTHEOEVROPM3ff At-0 ISAPPROXUMTB.Y 2.097 SF IN AREA.
THECONSTRUCTIONTYPEISTYPEII-A(FlUYSPRINKLERED)ANOTHE
OCCUPANCYTYPEISR-2.
CONSULTANTS
ARCHITECT:
ANDERSOO AACHITECTS INC.
KURT B. ANDERSON, .-6JA
120 W CAMPBELL AVE.
CAMPB8.L,CA95008
TEL: (408)371-12Sl
FAX: (408)371-1276
EMAll: [email protected]
CIVIL ENGINEER:
NTERRAGROUP
DAVE VOORHIES
1295EDUNNEAVE.,SLITE230
MORGAN HILL, CA 95112
TEL: (408)472-5222
EMAll:dVoorties@n1erragfOl4).com
LANDSCAPE:
TANIGUCHI LANDSCAPE ARCHITECTURE
1013 SOUTH CLAREMONT ST, SUITE 1
SAN MATEO, CA9«01
TEL: (650)636-9985
FAX: (650)636-9986
EMAIL:[email protected]
2'-91/2 "
LEFTSIDE(R1/R2) 10"-7"
--~ = - =w
MIN.S'-MAX.10 " 24"-81/2 "
-- • -w RIGHTSIOE (Rl/R21 4'-91/2 "
MIN.l lm FAR• 4,278
TOWNHOUSE/DUPLEX UNIT 1 /U NIT
0.5/UNIT
10'-7"
30COVERED+ 2
UNCOVERED(l
FOR THE
DUPLEX ANO I
UNASSIGNED)
PROJECT SUMMARY
860CIV ICCENTERORIVE,SANTACLARA,CA
LOTSIZE{SF)·
FLOOD ZONE:
224-29-CI09,010,023
ZONING:
GENERAL PLAN
MU-CC-Mixed-Use<1
Commun ity Commercial
COMMUNITY MIXEO USE
USE INOUSTRICALWAREHOUSES
NUMBER OF BUI DINGS 3 (TO BE DEMOLISHEO)
16"1-STORY)
NUMBER OF TOWNHOUSE/ DUPLEX UNITS N/A
DENSITY(DU/ACREI
UNITjSF BREAKDOWNS
GARAGE/DETACHEOCARPORT
NUMBER OF BEDROOMS/UNIT
BUILDING (SI') BREAKDOWNS
TOTAL(INCLCARPORn
OPEN SPACE
,4_ IDDouAT PENSPACET0TAL
7 COMMERCIAL SPACE 1ST FLR. BUILDING 3
SEE CM L DRAWINGS FORIMPER'v10US
CALCULATIONS
9,422
9.422
26,537 26,078
MU-CC-M ixe<l-Used Commu nity Commer cial
COMNUNITYMIXEOUSE~
TOWNHOUSES a; COMMERCIAL SPACE 6
(EXCL. 2 ACCESSORY OW"ELL~G UNITS)
Du lex Unit Towhouse-End TOIWIOUse-End- Cil'icTownhou se DupleK TH-End Tii-End-CMc
4 bedrm /42~:~: 14 bedrm/2~:c: 4 bedrm/4b;,t:3-0 4bedrm/ :,:t (INCL.521SFADU)
"' "'
2,639
BUILDlNG3
2,626
MlXEDUSE) BUILDING2
6,073 15,558
2,286 4,516
2,652 2,570
20,698
42,329
42,653
'·" 5,982
13,108
S0.26~
2,326
3,794
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SPENO ENTERPRISES
-CMCCENTER
TOWNHOUSES
Issued For
~plion
C"hod<edBy:
Cover Sheet
AO.O
Pile: P.:I.Projecu',Ci-.icCont.,-T"'""""'- 1 Joh Civic C<rtoTll VIEW1 VIEW1 VIEW1
VIEW4 VIEW 5 VIEW6
VIEW/ VIEWB VIEW9
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,pe<i1ioaitefur..tiich!heyw,up,eporodondputiioalior,1horeofihall boo,cpr<oslylimiledtosucliUO<.R..,...roprodu,;timorpllblicatimby lll)'motb<>d.inwholoorinpo,t, is i;utiib;tocl Tol• tolhoplms and """" licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Viaual""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~oftho r"'1ri<1i.ma.
SPENO ENTERPRISES
-CMCCENTER
TOWNHOUSES
Issued For
~plion
C'hod<e<!By:
Site Photos
AO.I
Pilc: P.:1.Projecu',Ci.;cc...i.,-T"'""""'- I Job:Civicc,l(oTII 3-STORY TO'M-lHOOSES
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SPENO ENTERPRISES
-CIVIC CENI'ER
TOWNHOUSES
-
Issued For
Description
0 ARCHITECTURAL REVIEW
I ARCllrrECTURALREVIEWREV\
2 ARCHITECTURAL REVIEW REV 2
, ARCHITECTURAL REVIEW REV '
6 ARCHITECTURAL REVIEW REV 6
DnwnBy.
Chod<edBy:
Site Plan
Al.O
File: P.:AProje<uleiYicCentor T"""""""- I Job:CMcC.n1c1 1ll I
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PEDESTRIAN ACCESS
(ACCESSIBLE)
32 GALLON TRASH BIN
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AND 64 GALLON RECYCLE /
BIN PER TOWNHOUSE /
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ACCESS
PEDESTRJAN ACCESS
(ACCESSIBLE)
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SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy:
Accessible & Utility Access
Fire Department Access
File: P.:AProje<uleiYic CentorT"""""""- I Job:CMcC.n1c11ll 576*
202*
DUPLEX
56 TOWNHOUSE-END-CIVIC
(TH-End- Civic)
51 TOWNHOUSE-END
(TH-End)
1 TOWNHOUSE (TH)
SITE AREA CALCULATION
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SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy:
Area Calculations
Graphic Illustrations
Al.I
File: P.:AProje<uleiYicCentorT"""""""- I Job:CMcC.n1c11ll I
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1 lli
BUILDING 1- 2ND FLOOR PLAN
SCALE: 1/8'= 1'-0'
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SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy:
Building Floor Plans
Building 1
A2.1.1
File: P.:AProje<uleiYicCentor T"""""""- I Job:CMcC. n1c1 1ll BUILDING 1- 4TH FLOOR PLAN
SCALE: 1/8': 1'-0'
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BUILDING 1- 3RD FLOOR PLAN
SCALE: 1/8': 1'-0'
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SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
Dnwn By.
Chod<edBy:
Building Floor Plans
Building 1
A2.1.2
File: P.:AProje<uleiYicCentorT"""""""- I Job:CMcC.n1c11ll !l! !l! !l! !l!
BUILDING 2- 4TH FLOOR PLAN
SCALE: 1 /8'= 1 '-0'
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BUILDING 2- 3RD FLOOR PLAN
SCALE: 1/8'= 1'-0'
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BUILDING 2- 2ND FLOOR PLAN
SCALE: 1/8'= 1'-0'
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SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy:
Building Floor Plans
Building 2
A2.2
File: P.:AProje<uleiYicCentorT"""""""- I Job:CMcC.n1c11ll er
fr i
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862SF
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2639SF/ UNIT, TOTAL 5,278SF
9 UNIT2
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FLOOR2&3
3 BEDROOMS
3 BATHROOMS
2ND FLOOR PLAN
1131SF
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SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
Dnwn By.
Chod<edBy:
Building Floor Plans
Building3
A2.3
File: P.:AProje<uleiYicCentorT"""""""- I Job:CMcC. n1c11ll 16'-6'
2'-9112' 13'-9"
BEDROOM4
GAM ROOM
b
~
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00 00
RO~TERRACE
(PRIVATE OPEN SPACE)
SCUPPER&
DOV!NSPOUT
16'-6'
4TH FLOOR PLAN
0 00
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(PRIVATE OPEN SPACE)
PLANTER
16'-6'
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3RD FLOOR PLAN
ROOF TERRACE W/ PLANTER
(SEE ELEVATION &ROOF PLAN FOR LOCATIONS)
18-6"
8-T 10'-4112'
~
DINING
~
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FAMILY
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SECOND FLOOR PLAN
16'-6"
H'-1'
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____ J_ __
ENTRY
5'-51'2' 1'-11 ' 9'-11'2'
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16'-6"
FIRST FLOOR PLAN
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boo,cpr<oslylirniledtosucliUO<._R..,..,r_oprodu,;timorpllblicabmby u,ymotb<>d.inwholoor mpo,t, ,s i;utiib;tod. Tol• tothoplms and """"licalior11rcmainowithAND£RSONARCHIT£CTSINCw,dloul
~judiM. Viaual""'11fflwiththuepmlandopooill.tlti°"'.thall 1'0llltirutepntlllfaci•evidmceo fthe ~<>fther•sttu:1i.a11.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy.
Townhouse
Floor Plans
A3.l
File: P.:APrc,jeou\CiYioCentor T"""""""- I Job:CiYioC.nterlll 00 16'-9'
13'-9'
BEDROOM4
GAM ROOM
~
~ 12'-0"
ROOF TERAACE
(PRIVATE OPEN SPACE)
16'-9"
4TH FLOOR PLAN
16'-9' 16'-9'
13'-9' 6'-41'2' 1(1-41/2'
BEDROOM2
~
BEDROOM3
DINING
PRIMARY BEDROOM FAMILY
16'-9' 16'-9'
3RD FLOOR PLAN SECOND FLOOR PLAN
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16'-9'
14'-1"
DRIVEWAY
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I
I
I
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\ I
\ I
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\ I
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r-----'-- ---J t-+--i,i-=,i,, , ~ ,,
1\ 151 11
,.---,----,,,...._,_, 1\ /1
I\ I 1
r=:i:=:::t.!::==;i' \ ;
5'-81'2'
\ I
\ I
\ I
\ I
\ I
\ I
I
I
\ I
\ 1(1-0112"
\ I
\ I
\ I
\ I
\I ____ J__
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1bo ,pe<i1ioaitefur..tiich!heyw'"p,eporodond~oalior,~ihall
boo,cpr<oslylirniledtosucliUO<._R..,..,r_oprodu,;timorpllblicabmby u,ymotb<>d.inwholoormpo,t,,si;utiib;tod. Tol•tothoplmsand """"licalior11rcmainowithAND£RSONARCHIT£CTSINCw,dloul
~judica. Viaua1""'11ffl1'iththuepmlandopooill.tlti°"'.thall 1'0llltirutepntlllfaci•evidmceofthe~<>fther•sttu:1i.a11.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
ENTRY 4 ARCHITECTURAL REVIEW REV 4
4'-31'2' ·-11·
5'-81'2' 11'-01'2'
8'-11'2'
16'-9'
FIRST FLOOR PLAN
DnwnBy.
Chod<edBy.
Townhouse-End Unit
Floor Plans
A3.2
File: P.:APrc,jeou\CiYioCentorT"""""""-I Job:CiYioC.nterlll 8'-31/2'
10-11112"
16'-9'
14'-1'
I
I
I
TNfflBI~ /
\ I
\ I
\ I
\ I
\ I
\I t;, I
[---------"----"----j
1\ ~ /1
1\ l5l /1
1\ /1
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\ I
\ I
I
1 --OH2'CL
\ I
\ I
\ I
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\ I
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\I ____ J__
9'-9112"
FIRST FLOOR PLAN
Upper floor plans similar to
Townhouse End Unit Plans
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1bo ,pe<i1ioaitefur..tiich!heyw'"p,eporodondputiioalior,1horeofihall boo,cpr<oslylirniledtosucliUO<.R..,...roprodu,;timorpllblicatimby u,ymotb<>d.inwholoor inpo,t, is i;utiib;tod- Tol• to thoplmsand """"licalior11rcmainowithAND£RSONARCHIT£CTSINCwidloul
~judiM. Viaual""'11fflwiththuepmlandopooill.tlti°"'thall <>Ollltiruteptimafaci•evidmceofthe~<>fther"'1ri<'li.a11.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy.
Townhouse-End- Civic
Floor Plans
A3.3
File: P.:APrc,jeou\CiYioCentorT"""""""- I Job:CiYioC.ntorlll SCALE: 118'= 1'--0"
SCALE: 118"= 1'--0"
2. BUILDING 1- REAR ELEVATION
SCALE: 118"= 1'--0'
SCALE: 118"= 1 '--0'
ELEVATION KEYNOTES:
SEE COLOR.BOARD A-4.4 FOR COLOR CODE
1. PAINTEDSTUCCOFINISH
2 STUCCO OVER FOAM WINOOWTRJM
3. STUCCO OVER FOAM CORNICE/ TRIM
4. ACCENT STUCCO FINISH
5. MANUFACTURER'S FINISHED GARAGE DOOR
6. STONE VENEER
7. SCUPPER AND DOWNSPOUT P.-6JNTED TO MATCH WAl.l COI.CRS
8. 42' HIGH PAINTED WOOD GUARDRAIL
=
F------, F----, F----,
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l 1<> 1h< ,pe<i1io aitefur..tiich!heyw,up,eporodondputii oalior,1horeofihall boo,cpr<oslylimiledtosucliUO<.R..,...roprodu,;timorpllblicatimby lll)'motb<>d.inwholoorinpo,t, is i;utiib;t ocl Tol• tolhoplms and """" licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Viaual""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~oftho r"'1ri<1i.ma.
SPENO ENTERPRISES
-CMC CENTER
TOWNHOUSES
Issued For
~plion
C'hod<e<!By:
Building 1
Exterior Elevations
A4.1
Pilc: P.:1.Projecu',Ci.;cc...i.,-T"'""""'- I Job:Civicc,l(oTII SCALE: 118"= 1'-0"
SCALE: 118"= 1'-0"
SCALE: 118"= 1'-0"
1. BUILDING 2- FRONT ELEVATION
SCALE: 118"= 1'-0"
ELEVATION KEYNOTES:
SEE COLOR.BOARD A-4.4 FOR COLOR CODE
1. PAINTEDSTUCCOFINISH
2 STUCCO OVER FOAM WINOOWTRJM
3. STUCCO OVER FOAM CORNICE/ TRIM
4. ACCENT STUCCO FINISH
5. MANUFACTURER'S FINISHED GARAGE DOOR
6. STONE VENEER
7. SCUPPER AND DOWNSPOUT P.-6JNTED TO MATCH WAl.l COI.CRS
8. 42' HIGH PAINTED WOOD GUARDRAIL
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,pe<i1ioaitefur..tiich!heyw,up,eporodondputiioalior,1horeofihall boo,cpr<oslylimiledtosucliUO<.R..,...roprodu,;timorpllblicatimby lll)'motb<>d.inwholoorinpo,t, is i;utiib;tocl Tol• tolhoplmsand """"licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Viaual""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~ofthor"'1ri<1i.ma.
SPENO ENTERPRISES
-CMC CENTER
TOWNHOUSES
Issued For
~plion
C'hod<e<!By:
Building 2
Exterior Elevations
A4.2
Pilc: P.:1.Projecu',Ci.;cc...i.,-T"'""""'- I Job:Civicc,l(oTII
3. BUILDING 3- LEFT ELEVATION
SCALE: 1/8": 1'-0"
4. BUILDING 3- RIGHT ELEVATION
SCALE: 1/8": 1'-0"
2. BUILDING 3- REAR ELEVATION
SCALE: 1/8": 1'-0"
1. BUILDING 3- FRONT ELEVATION
SCALE: 1/8": 1'-0"
ELEVATION KEYNOTES:
SEE COLOR.BOARD A-4.4 FOR COLOR CODE
1. PAINTEDSTUCCOFINISH
2 STUCCO OVER FOAM WINOOWTRJM
3. STUCCO OVER FOAM CORNICE/ TRIM
4. ACCENT STUCCO FINISH
5. MANUFACTURER'S FINISHED GARAGE DOOR
6. STONE VENEER
7. SCUPPER AND DOWNSPOUT P.-6JNTED TO MATCH WAl.l COI.CRS
8. 42' HIGH PAINTED WOOD GUARDRAIL
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,pe<i1ioaitefur..tiich!heyw,up,eporodondputiioalior,1horeofihall boo,cpr<oslylimiledtosucliUO<.R..,...roprodu,;timorpllblicatimby lll)'motb<>d.inwholoorinpo,t, is i;utiib;tocl Tol• tolhoplmsand """"licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Viaual""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~ofthor"'1ri<1i.ma.
SPENO ENTERPRISES
-CMCCENTER
TOWNHOUSES
Issued For
~plion
C'hod<e<!By:
Building 3
Exterior Elevations
A4.3
Pilc: P.:1.Projecu',Ci.;cc...i.,-T"'""""'- I Job:Civicc,l(oTII
VIEW FROM WEST/ CIVIC CENTER DRIVE VIEW FROM SOUTH
VIEW FROM NORTH/ ALVISO STREET
,----=----.. ----I, -------1,··--..... -=----1
i 1· i i 1· i I ■ ■ I
..... ..--- ...... Ll.1.0. .1 .. .1. .0.1.l.J
ELEMENTS OF RHYTHM VIEW FROM EAST
COLOR BOARD
C
1.StuccoWall/rrim/Com!ce
Sherwin-Williams
SnowboundSW7004
Sandfinish
2. Stucto Window Trim/ Wood Railing
Wlndowmanuracturered color to match
Sherwin-WIii/ams
SW2927 Weatherw ne
Sandfinish
3.AccentStucco Wall
Sherwin-Williams
HarTrT1eredSilverSW284D
Sandfinish
4.GarageOoor:
MissionOilk
Obscure Glass
5.WallAccentStone
EldoritdoStooe
Cut Coarse-Seashell
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,p,<i.fkaitefur..tiich!heyw,up,eporodondputiioalior,wreofihall boo,cpr<oslylimiledtosucliUO<.R..,...roprodu,;timorpllblicatimby lll)'motb<>d.inwholoorinpo,t,is i;utiib;tocl Tol•tolhoplms and ""°"licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Villlll""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~ofthor"'1ri<1i.ma.
SPENO ENTERPRISES
-CMCCENTER
TOWNHOUSES
Issued For
~plion
C'hod<e<!By:
3D Views, Colors,
&Materials
Design Elements
A4.4
Pilc: P.:1.Projecu',Ci.;cc...i.,-T"'""""'- I Job:Civicc,l(oTII !1!! !l!! '!!!1
CIVIC CENTER DRIVE ELEVATION
!1!!
ALVISO STREET ELEVATION
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,pe<i1io aitefur..tiich!heyw,up,eporodondputii oalior,1horeofihall boo,cpr<oslylimiledto sucliUO<.R..,.. .roprodu,;timor pllblicatimby lll)'motb<>d.inwholoorin po,t, is i;utiib;tocl Tol• tolhoplmsand """" licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judi M. Viaual""'11fflwith !huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~oftho r"'1ri<1i.ma.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
Dnwn By.
Chod<edBy:
Street Elevations
A4.5
File: P.:AProje<uleiYicCentorT"""""""- I Job:CMcC.n1c11ll SCALE: 1/8'= 1'-0'
@---- 4.-...lb:=l===-====:!ib:===== !!l!!!,====:!ib:===== !!l!!!,====:!lb:===='====::=!i BUILDING 1- ROOF PLAN
SCALE: 1/8'= 1'-0'
BUILDING 2- ROOF PLAN
SCALE: 1/8'= 1'-0"
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,pe<i1ioaitefur..tiich!heyw,up,eporodondputiioalior,1horeofihall boo,cpr<oslylimiledtosucliUO<.R..,.. .roprodu,;timorpllbli catimby lll)'motb<>d.inwholoorinpo,t,is i;utiib;tocl Tol• tolhoplmsand """"licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Viaual""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~ofthor"'1ri<1i.ma.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy:
Roof Plan
Building 1,2,3
AS.I
File: P.:AProje<uleiYicCentorT"""""""- I Job:CMcC.n1c11ll TH-End
SECTION A-A
SCALE: 1/8'= 1'-0"
TH-End
SECTION 8-8
SCALE: 1/8"= 1'-0"
!!! !!!
!!! !!!
!!! !!!
!!! !!!
!!!
!!! !!! lH-Eod
SECTION C-C
SCALE: 1/8'= 1'-0"
ft
~e:
.,
'1HROOARDOFOECII ---
- n
J RlR.Oa\ u
---
~
~ F\=
f-
,.J!.
-·-t -
ISTROCfl --
L__J
WALL SECTION
THROUGHT TYP. PORCH
SCALE: 1 /2"= 1'-0"
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1bo ,pe<i1ioaitefur..tiich!heyw'"p,eporodondputiioalior,1horeofihall boo,cpr<oslylirniledtosucliUO<.R..,...roprodu,;timorpllblioatimby u,ymotb<>d.inwholoorinpo,t,isi;utiib;tod- Tol•tothoplmsand """"licalior11rcmainowithAND£RSONARCHIT£CTSINCwidloul
~judioa. Viaual""'11fflwiththuepmlandopooill.tlti°"'thall <>Ollltiruteptimafaci•evidmceofthe~<>fther"'1ri<'li.a11.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
DnwnBy.
Chod<edBy.
Building 1
Sections
Issued For
A6.l
File: P.:APrc,jeoula'YioCentorT"""""""- I Job:CiYioC.ntorlll ------~---- t -1:====::===:::==:::=====:===i==t-----T
SECTION F-F
SCALE: 1/8': 1'-0'
' ---7----4:========~
SECTION C-C
SCALE: 1/8': 1'-0'
SECTION D-D
SCALE: 1/8': 1'-0'
SECTION B-B
SCALE: 1/8': 1'-0'
SECTION A-A
SCALE: 1 /8': 1'-0'
SECTION E-E
SCALE: 1/8': 1'-0'
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1h< ,pe<i1ioaitefur..tiich!heyw,up,eporodondputiioalior,1horeofihall boo,cpr<oslylimiledtosucliUO<.R..,...roprodu,;timorpllblicatimby lll)'motb<>d.inwholoorinpo,t, is i;utiib;tocl Tol• tolhoplmsand """"licoti<0 rcmaino with ANDERSON ARCHITECTS INC widloul ~judiM. Viaual""'11fflwith!huepmlandopooill.tltionothall <>Olllti1111eptimafaci•evidmceof1he~ofthor"'1ri<1i.ma.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy:
Building 2 & 3
Sections
A6.2
File: P.:AProje<uleiYic CentorT"""""""- I Job:CMcC.n1c11ll i----- PAINTED METAL POSTS AND BEAMS
WEST ELEVATION
NORTH ELEVATION
I - I I
12' OVERHANG
.----------C -~- - - - - - - - -7
I I 4'4METALPOST I
I I I
: I 11!>d1PARKING £1]~
I I ~ I ~
~ f---------------;
I I I
I I I
I I 18"'1PARKING ~
: I I§
~~ I L ____________ J
FLOOR PLAN
SOUTH ELEVATION
l ,,, .... ,,,,,,,.,. ....... ,, .... ,,, ... rJ
EAST ELEVATION
" I
I
I
I
I
CORRUGATED METAL ROOF
f'PERFTSLDPE
ROOF PLAN
ThoUO<<>flbo0<pilRlondope<ili«<ti<llltoblllberoslricti:<l1<>1bo ,pe<i1ioaitefur..tiich!heyw'"p,eporodondputiioalior,1horeofihall boo,cpr<oslylirniledtosucliUO<.R..,...roprodu,;timorpllblioatimby u,ymotb<>d.inwholoorinpo,t,isi;utiib;tocl Tol•tothoplmsand """"licali<0rcmaino with ANDERSON ARCHITECTS INC widloul ~judioa. Viaual""'11fflwiththue pmlandopooill.tlti°"'thall <>Ollltiruteptimafaci•evidmceofthe~<>fther"'1ri<'li.a11.
SPENO ENTERPRISES
-CIVIC CENTER
TOWNHOUSES
-
Issued For
DnwnBy.
Chod<edBy.
Carport Floor Plans
& Elevations
A7.0
File: P.:APrc,jeou\CiYioCentorT"""""""- I Job:CiYioC.ntorlll I
I
\
I
I
\
W'.-
'------------------------------------
A LV ISO ST
,.,,.---,'\ EXISTING TREES
{ )( ) TO BE REMOVED
/
SCALE: 1": 20'-0'' \,, __ ~,/ ~ TREE NUMBER IN TABLE BELCMI
KEY NOTES
G) PROPOSED SIDEWALK
CITY STD.
® g~"'!.~~~"i"ERME ABLE PAVERS (SEE CIVIL ENGINEERING
@ CONCRETE WALK/PAVING
© SITE FURNITURE
BBQ
PROPOSED MASONRY WALL AT PROPERTY LINE, 6 FT HIGH
STORMWATER TREATMENT AREA
SEE CIVIL ENGINEER'S STORMWATER TREATMENT PLAN
TRANSFORMER
EXISTING MASONRY WALL AT PROPERTY LINE
@ PERMEABLE PAVERS-PEOESTRIAN
EXISTING TREE SUMMARY
Acaci a m<,/anQJiy/m Blackv.oodAcacia 24.0
Ailanthu51t/tiuim8 Tree oll-le.wen
Ai/antJtusltlti5sima Treeo!Hea\en
Ailanl~al/i$Sima Treeoll-lea\erl
Ai/anl/1usltltissirM TreeofHea\e:l
Sch/nu$mo/l tlC;i lifomi;i Peoo,r
Number TrH U>KiH C nNama
1 Ac;,clameJano><y/c;! I Blaci\...oo::11-::ac,a
Ai/anrtius afhsima I Treed Hea_,
Ai/1111rtiusalUs1ma1Tree <1Hea"'"
M11nmus a1nnim1 I Tree ol I-lea-
Sd>inusmolle I CalifomiaPepp,,r
Ail1111tllus alu s,ma Treed ~
Tata l tr- r.rnovt>d• 7
TrunkOiamat ... OBH Obposition
2◄ . 0
@ :'~: ~~~R (1 BIKE CAPACITY)
MODEL: 01, PADLOCK
COLOR: RAL 6005, HUNTER GREEN
@ :~: Rt~: (2 BIKE CAPACITY)
MODEL: ARC, SURFACE MOUNT
COLOR: RAL 6005, HUNTER GREEN
@ 1;~~~e:ui::nNG STRIP
NOTES
1. REFER TO BOTH CIVIL ENGINEER'S UTILITY PLAN.
2. CLEARANCES FROM UTILITY LINES (SEE CIVIL PLANS)
10' SEWERS
5' ELECTRICITY/GAS
5' DOMESTIC WATER/RECYCLED WATER (V\11TH ROOT
BARRIER)
10' DOMESTIC WATER/RECYCLED WATER (V\11THOUT ROOT
BARRIER)
3. ROOT BARRIERS PER CITY OF SANTA CLARA WILL BE USED W
HEN THE DRIP LINE OF THE CANOPY AT MATURITY COVERS
HE SIDEWALK. ROOT BARRIERS SHALL BE 18 FEET LONG OR
EXTEND TO THE DRIP LINE OF THE MATURE TREE, WHATEVER
IS GREATER, AND BE 1.5 FEET DEPT, AND CENTERED ON
TREES. ROOT BARRIERS FOR CURB AND GUTTER
PROTECTION SHALL BE 16 FEET LONG OR EXTEND TO DRIP
LINE OF THE MATURE TREE, WHICHEVER IS GREATER, AND BE
2 FEET DEEP, AND CENTERED ON TREES.
4. TREE SETBACKS AND ROOT BARRIERS PER SILICON VAU.EY
POWER, 'TREE PLANTING REQUIREMENTS NEAR
UNDERGROUND ELECTRIC FACILITIES", 5~1235.
"'"""
EXISTING WALL ON ALVISO FRONTAGE. EXAMPLE OF PROPOSED 6 FT HIGH MASONRY WALL. COATED ""1TH STUCCO
Lil~ troem1ai. xlsur/f,jTusc a1llra·1 c rapel,tyM1e
Uuru!x'Sar8~' Sa,- brid la<xel
Totalll'HS,pt
SHRUBS
(:J
• $
0 0 0 0 0
* 0
8 0
~
ce,occ
""""
""''""
-~,
ANIBRO
8"MOE
IRICOA
~
GROUND COVERS
~LANPUR
SOD/SEED
lhffiA TUR SOD
CD PROJECT MASONRY WALL
BOTANICAL / COMMON NAME
u.g-,troemia lndlca >: faurloolT""'8f<n"/T""'8f<nCl'$paMynlrl, LauNax'Saratoga'/SaratogaHybridlaurel
Ac:hilea,,._alium/Con-fnmYarrow 1gal .
Anigara-x'BigRed'/BigRedKangarooPaw 5gaL
Anigozerttio.x'YelowGam'/YelowGamKlwlgaiooPaw 5g11L
Arbutusunado'Elinl<ing'/EllinKinpStra-rryTrw 5gaL
Chondr0pnllumekof,haotinum/Lar119~Rush
Erigeronkarvi,akiaius'MDerhernir/PinkSantaBarbanoOaiay
IM douglniana 'Pacific Cont Hybrids' / PCH Iris
1gal .
1gal .
1gal .
.AJnoua,-ten•!CallomiaGrayRuah 1gal.
PNnusoaroliniana 'Canpacta' /Con.,.ctCwolina LauralCh•ry 5 gal Rharmuscailornioa'Mcn.,d SanBNnd /Mound San BNnoCdleeberry 5gaL BOTANICAL/ COMMON NAME ~ ~ ~ ~ .9!l
LantanamarrtevidellW/PurpleTrai lingLantan•
TurlSod/DfwghtTDl!'ffntF....,,,,eBler,d
Stcnrr.morspec;..scw.oliat
~rspadft.SCV'I\Olist
CANah~Speci•
~
CIVIC CENTER
TOWNHOUSES
Civic Center Dr.
Santa Clara, CA
95050
SCHEMATIC
LANDSCAPE
PLAN
L-1
@Copyright 2024 TANIGUCHI LANDSCAPE ARCHITECTURE
, /
~--------------------------
I
I
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I
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HYDR
I
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I
HYO
0 10' 20'
5 I
I
\
.,. --SCALE: 1": 20'-0'
I
I
\\
HYDROZONE LEGEND
illlllllllllllli
i!m
LOW WATER USE
(SUBSURFACE DRIP ANO/OR DRIP EMITTER S)
4,404 SF OR 88% OF IRRIGATED AREA
MEDIUM WATER USE
(SUBSURFACE DRIP ANDfOR DRIP EMITTERS AND/OR TURF
ROTORS)
616 SF OR 12% OF IRRIGATED AREA
HIGH WATER USE
(TURF ROTORS ANO/OR POP-UP SPRAY HEADS)
0 SF OR 0% OF IRRIGATED AREA
Wat erEffk !entl.andscapeWorl<sheet : 858CIYlcCente~2/30/20ZS) J
Referenu EvaPotranspirat lan(ETo)
requirement requirement requirement requir ement requlr emenl requirement Hdrorn ne#/ PlantingOescri Ion
Rqula rlindsuop e Aru s
1130penSp;,ce Turf
#SCivi<:CenterFronta e
19NorthRe1 idence,s
ll l ONorthSto rmwater
n 10oe11Sace
il4 CisicC~mer Strip
0.20riD
0.SO~r hu dSDra
0.2Drip
0.2DriD
0.2D rio
0.2 Dri
0.2D ri
0.2Drip
Irrigatio n Landsca...,Ar ea
Efficiencv(IE} ETAF JPF/IEI lA) s.h.)
0.81 0.81
'" "'
46.91 48,89
Ml •lmum Allowed Wl t er Allow;,nce (MAWA)
Iver low
dri p I 0.81I
MAWAjannual p llon$ a l owed)• (Eto l (0.621 [(ETAF x lA) • ((l·ETAF) x SI.Al] 1~here 0.62 isl conversonfactortha1conve,1, acre•inchesperacre/vear togallons per sq. ft./vea,. lA i< I 1:~:,~:::i:~:~;::::~e; _!~ ;~; fn~!~e~~~:~1'.: :: 1,:~ ial landscape area in sq. ft .. and ITAF ;, .SS for ~
Reu larl.andsca e Areas
,,,,
- -~----+--~ '·~02'0AverageETAFfor regul~r land>Cape ~reas mustbe0.SSorbe low
0.30 fo r re, idem ial areas,and0.45or ~lo wfo r non·residentiala,ea, .
All La ndscape Areas
1,498
5,020
Estimated Total
WaterUse(ETWU
2,201
11,585
4,709
2,138
''"
S,893
,,.,
1,323
1,379
CONCEPTUAL IRRIGATION STATEMENT
1 lnigationdesign shanbezonedfot1)turfandannualsandOlhermoderata tohlgher'Mlteruse•ntmaterlal8 ; 2)groundcovers, and3)nattwand water conserving plant materials.
2 lnig.rtlondasignshaAalsobezonedformicroclimatas includingCODI, ahadad&11dproteC1edareaa,as'Ml nashot, sunnyand'Mndyareas. 3 Part,h a daar ■ uinckidamcidar81ewataruiaarauhavingmom i ngand'clr aftemoonahada.
4 Coolandfulshalfy a(1lllsineludalow-•ru..,ara H fllfplantsra"'iring lilllaornollTigationwaterand/orlocation a thatv.ilpro\1damcilstconation s, 5 Layoutshall bedeslgnadlormlnlmumrunoffandoveraprayonto non~and,;capedaraas
6 LowvolJITlflsprinklersshanbeusedv.herewrposslblev.lthhndtohaad coveraga.
7 Dr13eminerorbubblerlnigationshdbeut 1Zedattreestopromotedaep waterlngY,1mewrpoulble .
8 Dr13 irriglltionshall beut1Zedatnon--trafficorlsolilwdpklnting a-sto dacraase tha PDQibilrty of YWtdabm to tha mic~tubin g.
9 Tha llTigationcontrollarshall hawamplacapaclty lntenn1olprogramsand cycle1that...-matchthacorn~lyolth a landscapepklnformoraerr1C1ent Witaring. For a:uimpla, the controller sheN heva tha ebility to hava multiple cycles to penn~ • number al short dur8tion waterings that wil dow water to so9l<.intotha sol r8tharthanrunalf.
10lndMdual bubbleraordlipemilte rsahdbeutiiZadtolsolatawaterfotplant materiatsandalimlnatewatelingol "beraground."
STANDARDS FOR IRRIGATION EQUIPMENT
1 Mainllnesshdbe1120pvo--6ChedJle401or plpesiza 11/2"andsmaler , 1120 pvo--dasl315fotplpeaizes'Z'and21/2", bell andringp,o--class1601orplpe sizas3" endlargar.
2 LateralWness11anbe1120p.,e-c1au 200.
3 Dllptholmaln lina: 24" olcovar
Dllpthofhteral lina: 18"ofcovar
Dllpthof pipeundllt'peving: 24"ofoovar anc.5'dine51 -
4 S.ekflawpraYllt'ttershall b8 • ~ •pprowd by •nd installed per local ,;odes. 5 :::~ ,. shaN haw matdled precipitation rates v.ithln each control vaMI 8 P~pitatianratnfor s prinkhrs a hdma tchsoil ■ b,orptionrate. 7 Sprinkler. shaN haw pranura cornpen1atingfeatura v.hanavar possllH to prewnllog gingandmlllingandtoprawntv.111ddrlft.
B Sprinkler circu~ shd hava a ch11Ck valw ins:tahd v.flara n,ocnq ry to minimiz:a orprewntlowheaddralnage ,
g Rein 5ansing ovemda dsvioas ahd be in$bllled --.th conl!ullar.
CIVIC CENTER
TOWNHOUSES
Civic Center Dr.
Santa Clara, CA
95050
IRRIGATION
HYDROZONE
PLAN
L-2
@Copyright 2024 TANIGUCHI LANDSCA PE ARCHITECTURE
~NO:O,VA ]ljt W)lllO,:;IINC
00.W:OOl0 Ol!fl.lOC,,/f'fW,'11..
Of ~ISRE QUR!'D
I. Cl.Il l,$ fEl' ROOTS l,$POSS8..E
A.'<I Cl/T™[\ICUHI.
2. PAim CUT ROOTS JITH -,,w
~
3. EIO():.f\_J_ ,S S001i l,$ POSS8..[
10 /MllD RIX>ISf'ROlilOR'rlN(;
1. l'IICMC( l«00"1E li£l,;lfflGWA1..1. - IIO CUU RllW< DRP lK. IJIICC....:uits or ru..,-i. ... 811 COX,..TC £w ... ,,cc OCIYIW< ROOrs mo soo.. :1. Av::M'JIHrPCtllNGl!YDAANNG LCM' POMS.
3. PIIIORIOl;Rl,Ol'(:.INSIAU. FUfCESMID~ AAOONO IJl[C
•. wm.m:OOBIC~IO-E: Sl()0( 16CIRECIEDB"l"CiOA!Jf[l) -'ROORIST.
C.QUANZ
G. GOMEZ
TREE PROTECTION LS-6
OCTOBER2013 CITY OF SANTA CLARA
I. lllililllillJ.,
CITY OF SANT A CLARA
ARBORIST NOTES
t. Nocutt ingofanypartofcityt.rees.includ ingroots.shallbedonewithoutse.:uring approvalanddirectsupervisionrromthacilyarboristor11.rborlllt employedbycity (408-615-3080).
2. Nocuttingoranypartofprivatetrees,includingroot.s,shallbedonewithou t direct supervisionofaninternational&00ietyofarboriculture(ISA)certifiedarbo risl a When oonstructionooourswithinthedriplineofexis tingtree s,oont ractorshallpil e the11.oilontheHide11.w11.yfromthe1:ne. "1henthi.~isnotpos.sible,placesoilon plywood, Ull'p, or 4" .. 5• thick bed of mulch. This is to help provcnt cutting into the soil surfscewbenthebackhoeortractorbladerefill,;tbetrench.
4. RefiUopcntrencbesquicklywit.hinhoursofexcavationwb entbeyooourwithintbe driplineofexistingtrees. Ifth isisnotpossibleandtbeweatherishot,dry,orwindy, contractor ml.Ult keep rooteml~ moist bycoveringthomwith wet burlap. Iflh e temperature isSO"forgreater,tbeburlapmustbe inspectedeveryhourandre-wetas noc,:s:snryto maintain aoonstantcool moist conditio n. Ifthc temperature is below 80°,thebu rlapmwnbelnspectedeveryfour hoursandre-weta,;necessaryto m11int11in a OOMtllnt cool moist condition Small roots can dry out Md die in 10-15 minutes. Larger roots can succumb in an hour or leSII under unfavorable weathe r condition,;
5 "1he n roots2-orl.argerarereqniredtobecut,shovelbyhandnearthcrootsand prunetheroot.swithanindl.l-'ltry-approvedprun ingtool. Rootsthata~accidontally broken should be pruned two inches from the damaged end. Crushed or torn roots are more likelytoallowdecayto begin. Sharply cut roobs produce 11.flush of new roots helpingthetreetorecoverfromitsinjury
6. Contractorshallnotifytbecityarborisrtorarbo ristemployedbycity72boursin advanceofanyworkrequirin g diggingaroundorwithinthedriplineofexistin gtreea
7. Aclearl!yl!t.cmo f flaggingmusthcprov idcdaroundtreeswith in20'ofth c proposed gradin g.Contractorshallsccurea pprovalofsuchsystemfromthecityarhoristor arboristemployedbycity.
8 Material s,equipment.temporarybuildings,fucls.paiol3andothcroonstruction ite11111shallnotbeplacedwithinlhedriplin e ofexistingtrees.
CITY OF SANT A CLARA
ARBORIST NOTES
Pagelof4
oontrw:tor. Thedtyarbol"Ultorarbol"Ultemployed bydtyahalldetenninetbe replacementspecie,size,quantity,andspaci.ng.
Ill Placc 1"-5~ thick mulcharoundallCJr.isting1.roe~(oultothcirdripline)tha l aroto bo retainedpriortoanyL-oil!ltruction.Thiswillhelpmaintainmoistureunderthetrae withinUiefcncingarea
17.Borepitl!areno t allowedwithintbedriplineofany tree.
Il.fililllfili
"1herethereisinsufficientspacetoby passth c driplinebytrenchingadjacenttoall existing trees inexcessof5 • DBH, the iru;tallation must be made byborin,i. The beginning andendingdistanceoftheborefromthefaceo f thetreeinanydirectionis determined by the diameter of the tree as specified by the accompanying table:
Trenchingwillbe replacedbyboringa t
When the tree diameter at 4½fee t i~: this minimum dista nce from tho face of thc trecin any direct.ion:
Inches l foot
3-4 inches 2 feet
6-9 inches 5 feet
inches 10 feet
15·19 lnches 12 feet
overl9 inches 15 feet
Treediamcter (minimu de th ofbor e
9inchesorleS11 2.5 feet
10-14 inches 3.0 feet
15-19 inches
20inche i ormor e
III-TRER PROTRCTJON
3.5 feet
4.0 feet
I Contractorshalltagandidentifyexistingtreeswhi charet o remainwithinth e projectlim itsandonthepublicright -of-waypriortostarto f work.Protectalltagged trees at all times from damage by the work. Treatment of all minor damage to tagged trees shall be performed by an ISA certified arborist or other peraonne l approved by the city arboristor arborist employed by city. If a tagged tre e is permanently Pagc3of4
CITY OF SANT A CLARA
ARBORIST NOTES
9 Fenceslltreestoberetainedtooompletelyenclosethet ret ProtPClion zonrnriorto demolition,(frubbingorgrading. Fencingshallbeplacedatthedriplineofex isting t.reesor , ifl)088ible, l.5timestheradiusofthedr ip lineoutfromthelronkofthet.ree .
A warning sign shall be prominently displayed on each fence. The sign shall be a minimumof8.5"xll " andclearlystate"w arnin g - tree nrotecti onzon e this fence shallnotbercmovcdwithoutapprovalfromthecityarborisVproJectarborisr .
Fencesshallbe6 -foottallchainlinkor
equiwtlent,a.oapprovedbythecityarboristorarboristemployedbycity.Fencessbal l remain until all gnu:lingandoonstruction work illoomplet.ed In add ition. wrap all tree>! with !ltraw waddle up to the first main branch, and then wrap snow fencing aroundthowaddloonalltrocsinthoconstructionzonctoprotootthomfrombark darnagecausedbythework.
10.Notrenchingsballbedonewithinthedriplineofexistingtroeswithouttheapproval ofthecityarbori.storarboristemployedbycity.Opentrenchingintberootwneofa publictreei<lproh ibited exceptincAAel!whe re tho trenchingfall ~ou tside lhe drip lineofthetreeinvolved.Exceptionsmaybeallowedif.intheopinionofthecity arboristorarboristcmpfoycdbycity,thcimpactoftronchingonthctrocwillbe negligible.
11. Anycuttingofeiistingrootsofcitytreesshallbedonewitbapproved ligbtequipment undertbcd irectsupcrvi.~ionofthccitynrboristorarborisrtemp loyedbycity. Any cuttingo fexistingroot.sofprivatctroosshallbedonowithopprovedcquipmcnt undertbe directsupervisionofanISAcertifiedarborisL
12.Gradingshouldnotcreatedra.inageprob lemsfortroesbychannelingwaterinto them,orcrea ting sunkenareas.
13. Allgra dingwithin the driplin e ofcitytreesshallbedonewitbappro, ·edlight equipment under the direct supervi~ion ofthecityarhoristor arbori,rtemployed by dty.Al l gradingwit.hinthedriplineofprivatetroo ashallbedonewithapproved equipmentunderthedircctsupervisionofanlSAcertifiedarborist. Tbe originsl gradcnttbc baseofeiistingtroosshallnotbcmodified Ifagradcincrelll<Cis necessary.drywellsshouldbeuscd .
11. When trenching is allowed, thccontractormustfir.rtcut roots with a vcnneerroot cutterpr iortoftDYtrenchingtoavoidtuggingorpullingofroots
15.Treesthataredetenninedtoberemovedbyt.hecitynrboristorarboristemployedby cityduetoanunforeseencircu11111tanceduringconstructionshallbere placcdbythe
CITY OF SANTA CLARA
ARBORIST NOTES
Page2of4
dillfiguredork iUedW111resultoftbework,oontractorshallremovelhetree,including itsroots,fromlhes iteandreplaceeachremovedtreewithanequal-sizedtree.If such rep lacement is not l)OISlliblc, the contractor shall reimburoo to the tree owner the amounl listed in the t.able below. The cily arborist or arborist employed by city shall bet hesolejudgeoflhecond itionofanytree . Contractorshallprovideregular wateringofcxisting]andscapingwitllintheconstroctionareathroughthe oonstructionpc riod.
2. Contractorshallpaythetreeownerthevalueofexistinglreestoremainthatdiedor were damagedbecauseofthecontractor'sfalluretoprovid e adequ ateprotoctionand maintenance. The payment amowlt shall be in accordance with the following schedulcofvalues.using ~trcecal ipcr" mcthodestablishedinth e moslrccentissueof the •guideforestabli shingvaluesof troosandot.herp lants ".preparedbytbecouncil oftreeandlandscapcarchitects.
7 inche~
B inches
9 inches
10 inche s
11 inches
12 inches
13 inche s
14 inches
15 inches
16 inches
17 inches
lBinch,:,snndovcr:
Mdforeachcaliperinch
$ 2.400
$ 3,400
$ 4,400
$ 5,200
$ 6,200
$7,200
$ 8,200
$ 0,200
$ 10,000
$ 11,000
$ 12,000
' 1.200
Pag,:4of4
CIVIC CENTER
TOWNHOUSES
Civic Center Dr.
Santa Clara, CA
95050
SANTA CLARA
TREE
PROTECTION
L-3
@Copyright 2024 TANIGUCHI LANDSCAPE ARCHITECTURE
.-------------------------------------------------------- ~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----------------~------ /
II
NEW 6' HIGH MASONRY FENCE
BMRUNIT1
FLOOR.2,J
JBEOROOMS,
JBATHS,
2118SF,
SEE A23 FOR FLOOR PLANS
EXISTlt-fGMASOt-RY
3-ST0RY FENCE\
"BEDROOMS, l 4BATHS, ___ __,
"48SF,
SE:E:A3.1 f-ORFLOORPLAN ;i.STORY
\ COMMERCI.AJ...
SHEE T INDEX
DRAWING I
[ 1.10 I SITE PLAN - LIGHTING
E1.20 I SITE PLAN - PHOTOMETRIC
E1.30 I LUMINIARE SCHEDULE & FIXnJRE DETAILS
\
\
\
PLAN TRUE
NORTH NORTH
SITE PLAN - LIGHTING ~n'\
~sc,uc=-,,;-c, ,._ ~,o' ~'-"'-=--- ND~;:
GENERA L NOTES
1 MOUNTING HEIGHT (MH) LISTED IN LUMINAIRE SCHEDULE
SHALL BE FROM ABO\IE GRADE TO BOTTOM OF COMPLETE
EXPOSED flXTURE
2. ALL EXTERIOR MOUNTED LIGHTING SHALL BE CONTROLLED B Y
PHOTOCONTROL OR ASTRONOMIC TIME- CLOCK SCHEDULING
PER CALIFORNIA E NERGY CODE (CENC) REQUIREMENTS
160.5(c)2 . PROV1DE MOTION SENSING CONTROLS FOR
LUMINAIRES OVER 40 WAITS MOUNTED LESS THAN 24'
ABOVE GRADE AND WALL MOUNTED LUMINAIRES MORE THAN
24' ABOVE GRADE.
3. ALL EXTERIOR MOUNTED LUMINAIRES SHALL FOLLOW
MAXIMUl,I ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE
(BUG) RATINGS FOUND IN CALIFORNIA GREEN BUILDING
STANDARDS CODE TABLE 5.106 .8
4 ALL EXTERIOR LIGHTING SHALL BE DIMMABL£. PROVIDE
LIGHTING CONTROLS FOR HIGH END TRIM TO DIM LIGHT
FIXTURES TO 80% OUTPUT AT INITIAL INSTALLATION. FUTURE
MAINTENANCE SHALL INCREASE OUTPUT POWER TO MAINTAIN
INITIAL LIGHT LEVEL
Mfp
Roa1SON
SITE PLAN -
UGHTING
SHEET NO.
El.10
/
i --------------~ .sr_
I
I
NEW 6' HIGH MASONRY FENCE
EXISTlt-fGMASOt-RY
3-ST0RY FENCE\
4BATHS, -----,
"BEDROOMS, l
"48SF,
SE:E:A3.1 f-ORFLOORPLAN ;i.STORY
\ COMMERCI.AJ...
\
\
\
PLAN TRUE
NORTH NORTH
PHOTOMETRIC NOTES
1 PHOTOMETRIC CALCULATIONS BASED ON AVAILABLE IES FILE
~G~~TI~tii"b~Es ~~NYU~~~ri:J~1s~0~lo0?1i:~~~)-L£Fl~I¼~E
2. PHOTOMETRIC CALCULATIONS MEASURED AT GRADE LEVEL
FROM CEILING HEIGHT OR MOUNTING HEIGHT (MH) NOTED IN
LUMINAIRE SCHEDULE.
J. SHE PHOTOMETRIC BASED ON P ROPOSED SITE LIGHTING FOR PROJECT ONLY.
Drive Aisle
Photorrietric S chedule
AVERAGE
FOOT- CANDLES
MAXIMU M
FOOT- CANDLES
MINIMUM
FOOT- CANDLES
MAXIMUM TO MINIMUl,I
FC RATIO
AVERAGE TO MINll,Md
FC RATIO
Walkway Pho to rriet ric
Schedule
AVERAGE
FOOT- CANDLES
MAXIMU M
FOOT- CANDLES
MINIMUM
FOOT- CANDLES
MAXIMUM TO MINIMUl,I
FCRATIO
AVERAGE TO MINIMUl,I
FCR ATIO
SITE PLAN -
PHOTOMETRIC
SHEET NO.
El.20
Spe,:ifoaotiono
- ""' -·
= ""- 1H b
WDGE2 LED
Architect ural Wall Sconce
Precision Refractive Optic
a~ @e rnru :;;;;: ~r-- ~ ~ --
~ ~==::~- .... --......... ,, ............ --- ... - 1
W&M&
:-;.~---~, .... , __ ..... _
~ ;;..-;_ .... _ .:. :::::::::
,.,_.,,. _ .. ·:-:-t.=,~ _,._ ,.,. .,:..,_
,..., ... ..:.:::--,.--
"""""""'"""""" 0.-.-W., • - ., . ..... , _ .. ,,..,.,. . = -•b
.,,._, ___ ....
___ ._..,_,_. .. ,., ... __.
WDGE 1 LED =
Arch itectu ral Wall S<:once .---------
Thov.«i ELIDf....ty•~oo.-..,-,
-:::~-?'"'9:::'%_,."'_,
---y,,-~w.-munon
=~':?"'9-=: ,25.0Cll..._
WOOEl-."'"2.IDJ........,.w<h•ooll.,.,..._
i"-5!1<-.-•""-""Y-
::;:.:"~-~:....~~.
..,._,,.,.....,,OC<>"_<g, t,ngooie,on.
Ql(l;lll'r,\M-,:ONCOD-'IC'ITl,m-UO'OCIJlf9T--.o - S'"a.~c,.v,,r:v.o,t9 ~ UIJll'IC.Oll:lf-«l-- 1~•
EXTERIOR LUMINAIRE SCHED ULE
CA LI/JUT S YJIBOL JIOUNTINC DESCRIPTION JIODEL VOLT.ACE PROTOCOL CRJ;«T LAMPING ,r,ATT.ACE S81 BOLLARD BOUARO - BO UO G1 - MH J 'O" LANDSCAPE FORMS: AJ100 T◄ :30K UV1 MULTIPL£ PHASE 80 / JOOOK (1) 10.9W 10.9 LED
SCI SURFACE WALL SCOOCE - UP /DO'M-1 - MH 8'0" DMF: OC4WMW M 007WF007SP30 MULTIPLE 0-lOV 9.3 / JOOOK (2) 19W LEO 9,5 [FINISH] 0 00 R R DIMMING
SC2 SURFACE OO'M'ILIGHT - CARPORT DMF: OC4SM W S007GAOOOOOJO MULTIPLE 0-lOV 9.3 / JOOOK (1) 9.5W LEO 9,5 [FINISH] 0 00 R DIMMING
SW1 SURFACE WALL SCOOCE - BO UO GO - MH 9'0" LITHONIA: WDGE1 PO JOK 60CRI WI MULTIPLE 0-10V 80 / JOOOK (1) 7W LED ,VOL, DIMMING
SW2 SURFACE WALL SCOOCE - AREA LIGHT -
'" LITHONIA: WDGE2 LEO Pl 30K 60 CRI VF MULTIPLE 0-lOV 80 / :3000K (1) 10W LEO 10 11' - 80 UO GO MVOLT SRM DIMMING
NOTES:
1. LUMINAIRE SCHEOUL£ IS BOO ONLY. CONTRACTOR TO SUBMIT F IXTURE MODEL OR EQUIVALENT. CONTRACTOR TO COORDINATE FIXTURE FINISl-,ES 'MTH ARCHITECT/ O'MIIER
2. FIXTURE CATALOG NUMBERS 00 NOT NECESSARILY DENOTE SPECIFIC MOUNTING ACCESSORIES. CONTRACTOR TO PROv10E ALL NECESSARY A CCESSORIES TO SUCCESSFULLY C(»,IPL£TE THE INSTALLATION.
J. 'BUG' RATING ON EXTERIOR FIXTURES INDICATES 'BACKLIGHr . 'UPLIGHr . ANO 'GLARE' AS STANDARDS CLASSIFYING OUTDOOR LIGHT FIXTURES.
M Series Cylinder
I
o.--- ..... ~.
LEOP._,.,."°"'"'""''°'°-
◄ "Surface Mount
• '"'°9'>' .. o,+,o,s-torOQ,mto0. 11,dinvM>\l o""°'4
""""" "'"-"'"'""""" "' ""'""""'"'"'11-
h-
• C-,.,..--,.;,n"'-oOO ___ _
-""-•---- 00-.... __,.,.,..,.
• ,.,lact>K<lio'.c!~IO •-o,--,moun, .. j,'!CtlootMl._
1ooa11o, ..... ..,hli<M«l< Oling ,,.~t&-m~,. ... ~,-
• [);o-<>0010...,,._ , __ ro,,~bio-tor•-·
.,._,._go
U UHtOUTO UT & UIOTRltUT IOH
1001mto.5Yl\•0001ml'20W).!>601m
11uw1.,ooo,,.11oow,,"""''"'l><'Wl
,ooo .. 1'7>W):IOOO""l>"Wl
! :::;,'.., ! _,.,
Is,_"" t;,,-•-,~
lfll II Ill Declan,, 4!l ®='""
Ill
OMfUQttl_, , ,., ..... _,,___c,,..,,., ,., .... ,,,. --- - ·- ____ ,. __ -- -..---- .. 0 - ---
M Series Cylinder
I
°'" __ _....,.__..,
,wt>,_.,,...,,.,...,,. .,,...._.
◄ " Wall Mount
· --""---""-"'" ' """"" ng""'
"""""""'
, euo""""',.,..._"'"'"""'"""m"'°"rontill'X•.-4.,._ ,"' .,.,.,,,...,..,.,, • Wotlocltlon ~ otlono-loro, t--..
, o;,,_,,..,_,,,,...,......,.,.,_ ... """"'""""- · .,...,,..,., .. ~ UGHTCUTPUT&UIOTRl&UT>CH
"'"·~·"""'"""""i''-'Wl-> ...... c,UW) 1,oo,.,c,0,w,,ooo,.,1><.,w, ,_..,(:>f.OW). ...... (><W)
® ---
® "" '-" ...
®"""""•-
ll ll lll -· C?l ®ccc>:
OMl'UOffl- 111H,.,.._""'-.C,,I014' »>.0>4.mO --- -·-
o , __ ,. __ - ·- ·--.. · -· --- Ill
Motive Path Light
Spe<S>iootl A.1100
--~ ____ ......... _,,,,_
-·-· .. '<:, .... _______ _ ________ ..., __
-·-
"""_.,,, ___ ..,._lfiOo __ .,, ________ _ -~·----............ __ .. _ .. ~ ... -,.,-,_ ... _, ___ ., _____ , -~•-·-""""'·""'-,.""'- ..
nn
_ _____ ., ___ , ....... __ ____ .. ._ ....... __,,_
_"'_"'- ___ .,._,., ... .., ____ ..,""'~---'"' __________ .. ----------
___ , __ __
Conillc>liofi "',._ .. _, __ ""- __ .. ,_ ..,,_,""'- _ _, SHEET TITI.E:
WMIINAIRE
SCHEDUL£ ,k
AXllJRE
OETAILS
SHEET NO.
El.30
• I q
I I
I 'ii
I
i i
, 11
~I
\
\
. .
GENERAL NOTES
VICINITY
MAP
NOT TO SCALE
~OM~DI STANCES'MTHINTHE DRA\\!NGAR Tl£REOfANOAREGROIJNOOISTAN~~DIA'ONIBEUS SVRVEY FOOTAND (2) AflO\IE GROJNDE\-1DENCE
~~F:= c~~~o::o~fOR~;n~gr :e~~DL: L~F~n": ii ~~~N F~Mrn, S SHECT , OR DESIGN PURPOSES. TION -IRR _ _ ,. __
-m --
-------
- - -
i
I ;
1'
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cc
EL
ELEC
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" GM
CV
LP
LG
PB
"" ss
SD
TC
TO
TG
WM
"'
CONCRETE SURFACE
CENTERLINE
RIGHT Of WAY
PARCEL LINE
BUILDING
I
SPENO ENTERPRISES
73KEEBLE
SAN JOSE, CA 9,126
Project:
CIVIC CENTER TOWNHOUSES
APN: 224-29-(19.l0.1)
8'8CMCCENTERDRIVE
l'16ALVJSOSTREET
SAITTA CLARA.CA
~\l H ~ I flrtJ eNa1NEERING
LLP
I 11/COPORATE:CITYCOAl>IEIITS
l !HCOPOR,1T£ CITYCCN/JEIHS
: !HCOPOR,UECITYca./lJEIITS
/HCOPORATECITYCCNMEIITS
Dra9/n.By.
Chocbd By.
ShoetTitl•
City Revisions
1/29/25
12/.Jl/23
TOPOGRAPHIC AND
BOUNDARY SURVEY
ui- ---------------------------,,,,,,. . .
.a111
•-• 1i!
[1
' '
\
I
\
0 20 -40
•••••w---
GENERAL PROJECT NOTES
1. TI-E CONTRACTOR SI-W.L SET HS STRING OR 'MRE T~OJGH AT LEAST THREE GRADE STAKES TO VERIFY Tl-E GRPDE. IF THE STAKES DO NOT PRODUCE A UNIFORM GRADE, NOTIFY Tl-E ENGINEER IMMECtATEL Y AND HAVE Tl-E GRACeS Q-IEO<ED PRIOR TO TRENa-llNG.
2. Al.LAREASTOBEGRADEDAT 1%MINIMI...N FORCRAINAGE EXCEPT Al.ONG FLOWI.INE OF a.JRB Pl'ID GUTTER OR VALLEY GUTTER, M Sl-fCYMII. CONTRACTOR SHALL GRADE EVEN..Y BETWEEN SPOT ELEVATIONS SHO'NN. PROPOSED SPOT GRADES (ELEVATIONS) 51-!0W\1 HEREON ARE Flf'ISHEDPAVEMENTGRACES, NOT TOP OFOJRB GRAO::S, lJNLESS NOTED OTHERWISE. THE COOTRACTOR SHALL VERIFY THE CONTENTS At-0 THCKNESSES OF THE BUWNG Sl.J>B SECTION OE CONCRETE, SAN), ROO<) 'MTHTHE STRUCTURAL PLANS ANO THE ELEVATIONS SI-IOW\I HEREON PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 3, ESTIMATED EARTt-MORK a..JANTITIES; EARTHWORK QUANTITIES SI-IC)V'.N OF ANY).
OR OTHERWISE SUPPLIED BY THE ENGlt-EER, ARE APPROXIMATE ott.. Y Al-0 SI-IOW\I FOR Tl-E ~POSES OF CALCULATING GRADING PERMIT FEES. THE ENOlrEER ASSUMES NO UPBIUTY FOR THE PCOJRACf OF THESE OUANTITIES.
4. v.+IEN A GRADING PERMT IS ISSUED ON Tl-IS PROJECT Tl-E AGENCY APPRCNAL APPUES ott.. Y TO GRADING. TI-E CONTRACTOR IS RESPONSIBLE FOR SECURING All OTHER NECESSIIRY PERMITS TO ACCOMPLISH PROPOSED SITE ',\ORK IT IS
STRONOL Y RECWMENJEDTHATTHE CCNTRACTOR OBTAIN ALL NECESSARY LJNCERGROUNO PERt.'ITS BEFORE ROUGH GRADING THE SITE, AS RE\1SIONS TO UNCERGROUND FACILITIES MANDATED BY PLAN a-lEO<ING AGENCIES MAY SUSSTANTlALLY EFFECT GRAaNG INCLUllNG ANISHED FLOOR ELEVATIONS. 5, ALL v.oRK SI-W.L BE PERFCRMEDINAOCORDANCE'MTHPPPUCABLE O.S.HA REGULATIONS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH GENERALLY ACCE.PTEDOONSTRUCTION PRAC11CES, OONSTRUCTION CONTRACT CR ,...,LL BE REQUIRED TO ASSU\1E SOLE AND COMPLETE
RESPONSIBILITY FCR JOB SITE OONOOIONS DURING TI-E COLRSE OF CONSTRUCTION OF THE PRQ.ECT, INCI.UDING SAFETY OF ALL PERSONS AAO PROPERTY; THAT Tl-IS REQUIREMENT SI-W.L BE MP£!: TO PPPL Y CONTINUOUSLY AND NOT BE UMITEDTO N~ ~ KING HOURS, AND CONSTRUCTION
CONTRACTCR FURTI-ER AGREES TO CEFB'O, INDEMr-lFY AND HOLD DESIGN PROFESSIO'IAL HARMLESS FROM ANY ANDAI.L Ul'BIUTY, REAL CR ALLEGED, IN
CONNECTION 'MTH THE PERFCRMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM Tl-E SOLE r£GL IGENCE OF CESIGN l'Ra"ESSIONAL
6. MAXIMUM CROSS SLOPE ON AN'f WALK IS2%.
7. MAXIMUMSLOPEOFTI-ECURBRAMPSISB.33%,
8, REPLACE FRONT DOOR THRESHCt..D SO HBGHT DCES NOT EXCEED t HIGH 'MTH !"BEVEL,
A CITY OF SANRA CLARA ENCROACHMENT
PERMIT IS REQUIRED FOR ALL WORK
WITHIN THE CITY RIGHT-OF-WAY .
ABBREVIATIONS
AC
AD
BC
BLDG COR
C/CONC
CB
CLF
CMU
EC
EL
EP
FC
FF
FL
FNC
FOO
ASPHALT CONCRETE GROUND
AREA DRAIN GB GRADE BREAK
BEGIN CURVE HOBO HEADERBOARD
BUILDING CORNER INV INVERT ELEVATION
CONCRETE IEI INVERT ELEVATION IN
CATCH BASIN IEO INVERT ELEVATION OUT
CHAIN LINK FENCE IET INVERT ELEVATION THRU
CONCRETE MASONRY WALL LG LIP OF GUTTER
EDGE OF CONCRETE LS LANDSCAPING
ELECTRIC MH MAINTENANCE HOLE
EDGE OF PAVEMENT POC POINT ON CURVE
FACE OF CURB RTWL RETAINING WALL
FINISH FLOOR TC TOP OF CURB
FLOW LI NE TEL TELEPHONE
FENCE TOP TOP OF SLOPE
FULL OF DEBRIS T YP TYPICAL
WO WOOD
NEW ASPHAl. T STRUCT\.RAI. SECTION
REMOVE EXISTING STRIPING BY
GRINDING ANO SLURRY SE.6J..
SOUAREINLET/OVERFLCIWCRAIN
'MTH FULL TRASHCAPT\.RE DEVICES
Th<\IHoflhoHpj..,.om:lSJ>OQ.lico1i<Ushalll>o1os1ri<lodtQtlu, opeoillclite f«whid:ilhey waeP"P"'odom:lpfili .. tionlhoreofthall l>o_...tylimitedtom<h\lH. Rouoo,~<01«p.lblicoti<01by
IIJl)'mothod.inwldc«inpart,isJn&bitod. Titletotbopj..,.om:l opeo:ili..tiont ""1IUl>I with ANDERSON ARCHITECTS INC. withwt prejudice. Vuual0<1111K1wi1b1i>neP,Ul6Uldopecifi .. timaoboll cotdliuepima&o:ioevidenceoltheocc,ptm:•oflhorelttiC0:0111
SPENO ENTERPRISES
CIVIC CENTER TOWNHOUSES
APN: 224-2'Ml9.l0,23
8'8CMCCENTERDRIVE
Client Revisions
City Revisions
DnwnBy:
CheckedBy:
1/29/25
08j0e/25
10/24/2 5
12/JJ/2 5
GRADING PLAN
C-2.0
A CITY OF SANRA CLARA ENCROACHMENT
PERMIT IS REQUIRED FOR ALL WORK
WITHIN THE CITY RIGHT-OF-WAY.
O 20 40
•••••w---
STANDARD UTILTIY NOTES
1) ENCROACHMENT PERMIT: PRIOR TO ISSUANCE Of BUILDING PERMITS, 11,E APPLICANT SHALL SUBMIT AN ENCROACHMENT PERMIT APPLJ CA TION AND DESIGN PLANS FOR THE CONSTRUCTION Of WATER UTILITIES THAT COMPLY 'MTI-1 THE LATEST EDITION OF Tl-IE WATER AND SEWER UTILITIES RULES AND REGULATIONS. WATER SYSTEM NOTES AND STANDARD DETAILS ANO SPECIFICATIONS 2) UTILJTY SEPARATIONS·
12" MINIMUM VERTICAL 0.EARANCE OF WATER MAIN AND SERVICE CROSSINGS 'MTI-1 011,ER UILITIES.
ALWAYS CROSS WATER MAINS ABOVE OTI,ER UTILITIES
PROVlDE MINIMUM HORIZONTAL CLEARANCES FROM WATER SERVlCfS:
10'FROMSANITARYSEl',£R
10' FROM RECYCLED WATER
8' FROf.4 STORM DRAIN
5' FROl.4 FIRE AND OTHER WATER UTILI TIES
3' FROf.t ABANDONED WATER SERVICES
5' FROf.4 THE EDGE OF PROPOSED OR EXISTING DRIVEWAYS
FOR SANITARY 5E\'IER, WATER, AND RECYCLED WATER UTILITIES, MAINTAIN A MINIMUM HORIZONTAL CLEARANCE OF 10' FROM EXISTINGANDPROPOSED1REES. IF USINGlREE ROOT BARRIERS,CLEARANCE FROM "TREES REDUCE TO 5' (CLEARANCE MUST BE FROM EDGE OF TREE ROOT BARRIER TO EDGE OF
WATER FACILITIES)
NO SlRUCTURES OR "TREATMENT FACILI TIES (E,G,fENCING, FOUNDATIONS, BIOFlLlRATION SWALES. ETC)
SHALL BE PLACED OVER SANITARY SEWER, POTABLE WATER AND OR RECYCLED WATER UTILITIES AND EASEMENTS.
3) SEPARATE SER\r1CES: All PROPOSED WATER, RECYCLED WATER, SANITARY SEWER SER\r1CES SHALL BE SEPARATELY CONNECTED TO A PUBLIC MAIN IN THE PUBLIC RIGHT-OF- WA. DIFFERENT TYPES OF
WATER AND RECYCLED WATER USE (DOMESTIC, IRRIGATION, FIRE) SHALL BE SERVED BY SEPARATE WATER SER\r1CES, EACH SEPARATELY TAPPED AT THE WATER MAIN. TAPPING ON EXISTING FIRE SER\r1CE LINE IS PROHIBITED. APPROVED BACKFLOW PREVENTION DE\r1CES ARE REQUIRED ON ALL POTABLE WATER SERVICES.
4) CITY STANDARD METERS AND BACKFLOWS: All METERS AND BACKFLOWS FOR ALL WATER SERVICES (NEW AND EXISTING) SHALL BE UPGRADED TO MEET TI,E CURRENT CITY OF SANTA CLARA WATER AND SE'n£R UTILITY STANDARD DETAILS. PLANS SHALL SHOW METER AND BACKFlOW CONFIGURATIONS TO SCALI
5) All WATER SER\r1CES .,..,ll BA A MINll.lUM OF 1' .
6) ON - SITE STORM DRAIN "TREATMENT: NO WATER, SE'n£R, OR RECYCLED WATER FACILITIES SHALL BE LOCATED WI THIN 5' OF ANY STORM WATER "TREATMENT SYSTEM. 7) LANDSCAPING: A ll rnE LANDSCAPING FOR rnE PRO,£CT SHALL COMPLY WI TH rnE CALIFORNIA WATER CONSERVATION IN LANDSCAPING ACT, GOVERNMENT CODE SECTION 65591 ET. SEQ. All PLANTS SHALL BE EITHER CALIFORNIA NATIVE OR NON-INVASIVE, LOW WATER- USING OR 1-lODERA TE WATER- USING PLANTS. HIGH WATER- USING PLANTS AND NONFUNCTIONAL TURF ARE PROHIBITED 8) UNDERGROUNDFlRE PERMIT: ANYCHANGES TOTHEFIRE SERVICES TOTI,ESITESHAllBEAPPROVED BY THE FIRE DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS INCLUDING UPGRADING TI,[ BACKFLOW PREVENTION DEV1CE ON ANY SERV1CE, THE RELOCATION OF, UPSIZING, DO'hNSIZING OR DISCONNECTION OFANYFlRESERVICE.
EXISTING AND PROPOPSED WATER SERVICES
858 0"1C CENTrR DRI VE EXISTING OOLIES11C I 1' I TO BE ABANDONED 860 0"1 C CENTrR ORl'IE EXISTING OOMES11C I 1' I TO BE ABANOOtlD£0 OVIC CENTER DRIVE PROPOSED OOMESTIC 1 4" I RPBPO
OVIC CENTER DRIVE PROPOSED DOMESTIC 1 4. I RPBPD
OVIC CENTER DlllVE PROPOSED FIRE 1 4" I llPDA
AL.-,SOSTRITT PROPOS£D FlRE l 4.I RPDA
AL.-,SOSTRITT PfiOPOS£D FIRE l 4" I RPDA
o.-,c CENTER DRIVE PROPOSED IRR. 11 1/2• I RPll'D
AL.-,SO STRITT PROPOS£D SE'WER l 4. I
o.-,c CENTER DRIVE PROPOSED SE'IIER I 6. I
Tb<UJ<of0....pl1Nand"""'6Clli<nollllllbor<ffimtotbo
apociliolit< f<OCwhidith<y ..... . _odandp.,bli~tho:r«Jfoball bo«xp1"0MlylimitodtoJUclt11H. Roule,...,.tuotion<OCpt,li<1tion 1111Ymethod.inwhal<uinpct.il !ffllihlod. Titl•totbopl ... lllll aptcificatiaia NIIWIII .,;th ANDERSON ARCHITE CTS INC. M pajudiot . Vuualc<Ela<lffld!tlleMplanaand,p,,c,illcali..,. .i.an c<Otitutoprimat.c:ionid<n«oftboe«optv,c,oflhereotric:ti""'
SPENO ENTERPRISES
CIVIC CENTER TOWNHOUSES
APN : 224-29-09,10,23
8511CIYICCENTERD R£VE
l~2~ALVISOSTRE£T
SANTACI.ARA,CA
City Revisioru1
DrawnBy.
UTILITY PLAN
C-3.0
t/29/25
08/06/25
J0/24/25
TREATMENT CONTROL MEASURE SUMMARY TABLE
T ,.., IuuJwmCmI •mTmV!rr
PERMEABLE PAVEMENT MAINTENANCE
Cl£(;1(FORSEDIMEIITNl>DEBRJSACCINAATl)N.PRE\ENTQ.FAOMWASfl'IGDRl!t.O't,fi(IONTO 11£PAVEMElil.llOltal"ST"()RESNfD,D.,Mll.atDROTl£R~fllATEIVLSONPERWXIS PA\9Etl'ISUII'=
CXNl~PREVEIITATM:SIR'.ICECl.£NING,USINGC<NilE!a/ll.LY/4V1Vlll~EIERAffiEMI. 0RYACUUNSWEEl'ERS,T0"81CM:SEDt,IOONl>DEBl'tS.
fCSPECTF(lR#jV91QNSOFPAVEliEN'TFALUIE.IEP-"lNIYSt.RF,aDEFQRMA110NSOREROl(EN PA\et!.-...a:~XINTFLL.ERIIPICP .
CHCKFORSl~GWATERONTIEPA't'El,IEIITSIJIF1'CE~30111MJTESNTERASTill\lll = ·
~NOllll.rn"NOa.ENO.ml,PREFEAABtYBEFIJl!EllteWET~ . l'E!IJ\IE l'ERFOIWRESTORATM,9'-'lf,tCEru,fj~G\IIITHAVACWMSWEEPER.ll.'lll:RRE<XlfiSTRI..CI & OFPMTOFTl£PERWJI.ISSI..WACETORESTORESUll'ACEPEPJEABUIYASIEEDED.liflllftlSH -TEIIPla'J'JM'SORGRllSASIEECl3lAFIER~TM:Slff"IICEQ.EAI\ING.
BIOTREATMENT MAINTENANCE
CIECKUN~FORa.oGGIIG .USETHECLENIOUTRISERTOCLENIAAYC.OOGED U~DEROO.'JNS.
OUARlERLY.ORASNEEDEDAFTER
"'"""""" :i~~R1:==~ANDENSLREMTPL>HTSMERECEl'lflCJTIECORRECTMIOLffl CUAATERLY ENSURETHATTHE\IEGETATlONISIEALTHYANDDENSEENDUGHTOPROVDEFlTEl'l'IGAND PROTECTSOCSFROMEROSIOO.PRUNEAl()WEEOTIEBK>RETEtm:lNAAEA.REMDVEA-~OOA REPLACENfYDEIDPLANTS.
LISECOM'OSTANDDTIIERNATURALSOLAIIENDNENTSANDFERTIJZERSNSTEADDFSYNllETIC FERTlJZERS.ESPEW,LLYFTltESYSTEMUSESANIJN)ERl)RAII.
INSPECTTHEENERGYDISSIP,1,.TION,1,.TTIEllt.ETTOENSLREITISPJNC'lkltiJIG,t.JJEQUATELY.AND THATTI-EREISNOSCOURDFTIESURFM:EMULCHREMOVE...CCUKUT"EDSEOl\lENT.
ANl'f.J...U.Y,BEFORETIEWET
BEGINS
Nitf.J-'l.LY.BEFOREnEWETS
BEGINS
ANNJMlY.BEFORETIEWET
BEGINS
INSPECTOVERfLDWl'f>ETOENSLRETHATITCANSAfEI.YCONVEYEXCESSRDWSTD-'STDRM f----!=DRH~ •~RE~"~I\DR=""""=~-=~"'= "'-~----------l ANNJMlY, BEFORETIEWET REPLACEBIDT!EATMENTSOl.ANDM.JLCH.IFNEEOED. CHECKFGlSTNOINGW-'TER.STRUCTURAL BEGINS FAl..\ftANDQ.OGGEDDVER'LO\'/S.REMOVETAASHANDDEBRIS.REPIJCEDEIDPLANTS.
MAINTENA.NCE NOTES: PROPERTY OWNER IS RESPONSIBlE FOR
BI0-TIIEATM&-IT MAINTE~CE AFTER CONSTIIUCTION
ANNJMlY,BEFORETIE WET
TABLE1
ROUTINE JIIAICTENANCE ACTMTES FOR FLOW-THROUGH PLANTERS MAlfTENANCETASK FREQUEHCYOFTASK
1 =~~;E~1:ys~:~'!i~:a:i~~-FOROBSTROCT10NS QJARTERLY
NSPECT PLANTERFORSTANDINGWATER. IFST~DING WATEROOES NOT~ 2 :::~~E:= oBs~~~r:~~:~::~~oor OUAATERLY
RISERTOQ.EARANYUN0ERDRAtlSOF06SlRUCTIONSORa.oGGING'4'TERIAL. 3 ~:~===:f:~~:~~MEDIALEVELSOI.YnlliRAKE OOAATERLY
,t =~=~~N:.~=--~~~~DMEDTOKEEP OOARTERLY
S :~e:JeHo~~~s~~~~E=~:~~~~~ ANNUAlLY,BEFORElHE
CLOSE TOGETHER. RAtlYSEASONBEGtlS
6 ~S~~~~:~~\~~~=~:e!~N~~~ :1~~::E
NSPECTTHEOVERFLOWPIPETO IMKESURETHATITCAN SAFELY CONVEY EXCESS T ~=-~:!~~~!\:~~=~:=~ ~UAU~~::E
CLOGGING MATERIAi...
8 :5~~s~~:~~~~~~l ~~~~ANY ~UAlL~~:~E
9 ~i,~~~~=M~~E= 0~~Ari::COM',4 ENOEOTHAT2'T03' ~lW.l.~~::E 1 tlSPECT SYSTEM FOR EROSION OFBIOTREATMENT SOL t.EIAA, LOSS OF MU.CH, 0 STANDtlGWATER, 0.0GGED OVERFLOWS, V<'EEDS, 'IRA.SH AND DEAD PLANTS.IF USN3 ROCK MULCH, CHECK FOR J' OF CQ\oaW,E.
OVERALL SITE SURFACES
ANNUAl.lYATTIEEND
OFTHE~S~
AND.QlAFTERLAAGE
STORMEVENTS,
ANNUAl.lYATTIEEHO
OF THEIW'-IYS~
AND.QlAFTERLAAGE
STORMEVENTS,
... ..--,.....,_,..,,.,.,...,.ia .. ,-,. . A, IAM....;..,-,__ (, .1-...-,_,-.,.......,. --...... 1"""""""'""""- 11,~-- ... ...,. .. .,,. __ _
n.,....,.-,..._.-,A,,,bwom<><-.J • ,..._,,_._,lie'°"'' , ~CC-.....IA "'' • ...,.,_..,.,,""''"""""'""""'-'' ' "'-·-,4"tA,A,..,.,., •;1 --"lA ""~ ;,..,.,...,,.,...""""lAos<_,i,, __ ,..,_,_....,...,,.. _.,.. ,,.._lA • N"'lA ) OCf ____ __ .........,_._...,.o( ... _rip,--Of-,,· .,. (,.1 .. """'-""'' ___ ,...._, ----~"'""°''"",,,,_,_,___...,.,..,.~ ;,«,..••• .... ...,.,.._-._ ,,..,....,..,, . _ ....... . __ .....,,__,,,.... "'·- · "-- NOTES:
1: SEE LANDSCAPE PLANS FOR Pl.ANT SCHEDULE
FOR BIORETENTION PLANT MATERIALS.
PROPOSED Pl.ANT MATERIALS HAVE BEEN
CHECKED FOR COMPLIANCE \/WITH STORM
WATER TREATMENT REQUIREMENTS
PLAN LEGEND
UNETYPE
-
•
~
PERMEI-BLEPAIJERS
BELGRADE ACllJNE. VICTORWi COLOR
SECTIONTOSUPPORTBO.OOOLBVElfQ.E
BIORETENTIONAREASDETML1SHEETc-t1
SOUMEl'ILET.cNERFLOW~N
VIITHFU.LTRI\SHCN'TUREDE\.1CES
-□
STANDARD STORMWATER CON TROL NOTES :
L.I.D. ACRONYMS
ORIJIIAlilE ~,.,,,
TfltATIIOOCOlffllOl.lcltAS!a
"ctodtolhe
OMiaidwoofllllll
O<b.lia10fp,,bli<alia1b)-
1..!!.':n~~D~=~ci/~;~~~~
iM -withl!IOKplonoml~fi..ti<nlllwl
ftci• evidtnceof1he1oupW1<tofthe1atti<lia11
SA?<IJOSE,CAUl26
CIVIC CENfER TOWNHOUSES
Al'N: 224-19-0ll.l0.23
858CIVlCCENTERDRlVE
SA!'ll"ACLARA,.CA
I .NCCIPCRAIE etrrCQllWOnS
2 .NCCIPCRAIE etrrCQllWOnS
City Revisions
Daoripti<m
,,,,.,,,.
STORMWATER
CONTROL PLAN
C-4.0
I Job:J.066
,. --,,··-------~
·---·-~--- - --~---·--·---·--~- . --·----·---------~- --------·--·-------~- ::.~ EtJ
- .. i:=:.=i-.-
-c&;;:::: __
Bi 1
The...eoldte&epl11>1andopecillaticnihlllbomttictedto1he ,peci601i1efor,.l:i<htho)o"a•~dmdpublicationthefeofllholl l><~limitodu,ol!Ch11><,R....,.repr"411di<morpublieuiwby lll)'melhod,inwhalc«inpan,iapobibittd.Tidet<>theplammd
,peci6ooti<n1 lfflUIUII with ANDERSON ARCHITECTS !?'IC. wiOu>.11 pojudico. Visual """1Utwiththooepl0NondlJ>OQ6<0li<n11h111 C01111itu111pimafMi~fVidenceof1heooc,ptonNoftbe1..ai<liona,
SPENO ENTERPRISES
CIVIC CENTER TOWNHOUSES
APN: 224-29-0ll,l0 .. 23
85SCIVICCENI"ERDRJVE
1526ALVISOSIB.EET
SANTACLARA,.CA
Dnaiptim
1 ~JI:CITYCOlolM£HTS
3~JI:CITYCOlolM£HTS
City Revts1ons
Dnaiptim
,;,,;,,
10/24/25
12/Jl/25
STORMWATER
CALCULATIONS
&DETAILS
C-4.1
l lob:J-066
0 1
03 CURB OPENING N.T.S.
02 04
j
FlAT BOTTOM
TOS EUVATIOO
NOTE:
I. PfR\IJOUS PAVEMENT
NUMBER 57 STONE TO
8 £ 23• THICK FOR OMA I
2. PfR\IJOUS PAVEMENT
NUMBER 57 STONE TO
8£ 11• THICK FOR OMA 8
J. UNER DRAIN ONLY FOR
OMA 8. NO UNDER
DRAIN FOR OMA 1
PERVIOUS PAVEMENT (SELF RETAINING)
BIORETENTION BASIN W / LINER
' lffW Cf'W,'J.1.JOBOTTCM
CJ" FOOTINGISGREATERlHIIN
WATERPROOf llEM!lRANEPER
Slll UCl\JRALPIANS.
m
""" -
SIZING METH ODS:
FLOW/VOLUME
COMBO
N.T.S.
N.T.S.
SIZING METHODS:
FLOW- COMBO
FLOW- THROUGH PLANTER (BELOW GRADE) N.T.S.
The...eoldte&epl11>1mdopecillaticnihlllbomtticte d to1he ,peci6 0 1i1efor,. l:i<htho)o"a •~dmdpublicationthefeofllhall l><~limitod u, ol!ChuaR....,.repr"411<1i <m <lfp,,blieuiw by lll)'melhod, in whalc« in pan,iapobibitt d.Ti det<>theplammd ,peci6<oti<n1 lfflUIUII with ANDERSON ARCHITECTS !?'IC. willu>.lt p ojudico. Visuel"""1Utwiththooe pl1NondlJ>OQ6<1lionolhl1I C01111itu111111"1"fMi~fVidenceof1he1oc,ptanNof1he1..ai<liona.
SPENO ENTERPRISES
CIVIC CENTER TOWNHOUSES
APN: 224-29-0ll,l0 .. 23
85SCI VICCENIBRDRJVE
1526ALVISOSIB.EET
SANTACLARA,CA
DeaaiptiCII
City Revts1ons
Dea<ription
STORMWATER
DETAILS
C-4.2
l lob:J-066
08/ 06/25
10/24/25
12/Jl/25