Resolution/ 5185 Lafayette Street - Vesting Tentative Subdivision Map Page 1 of 5 Rev. Rev: 11/22/17
RESOLUTION NO. 24-9307
A RESOLUTION OF THE CITY OF SANTA CLARA,
CALIFORNIA, TO APPROVE A VESTING TENTATIVE
SUBDIVISION MAP (PLN23-00216) AT 5185 LAFAYETTE
STREET, SANTA CLARA
WHEREAS, on May 2, 2023, Ensemble Investments (“Applicant”) filed an application (PLN23 - 00024) to develop the 0.90-acre parcel, located at 5185 Lafayette Street (“Project Site”) with 198 residential condominium units;
WHEREAS, on October 18, 2023, the Architectural Review (PLN 2018-13441) to construct the 21-story 198-unit multifamily development was approved at the Development Review Hearing (DRH);
WHEREAS, the application (PLN23-00216) is for a Vesting Tentative Subdivision Map to subdivide the property into 198 residential condominium units, four commercial condominium units, one residential parking condominium units, and one commercial parking condominium unit to serve the development (“Project”) as shown on the Vesting Tentative Map, attached hereto and incorporated herein by this reference;
WHEREAS, the proposed subdivision is consistent with the approved site plan and improvements on the Project Site for the development of a 21-story 198-unit residential project approved on October 18, 2023;
WHEREAS, pursuant to Section 17.05.210 of the Code of the City of Santa Clara (“SCCC”), a Tentative Subdivision Map shall be required for all divisions of land into five or more parcels; WHEREAS, on June 2 0, 2023 , the Subdivision Clearance Committee determined that the application was complete and that the proposed Vesting Tentative Subdivision Map should proceed to the Planning Commission in conformance with Section 17.05.300 of the SCCC; //
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Resolution/ 5185 Lafayette Street - Vesting Tentative Subdivision Map Page 2 of 5 Rev. Rev: 11/22/17
WHEREAS, an Addendum to the Tasman East Specific Plan Environmental Impact Report was prepared in accordance with State CEQA guidelines and approved at the Development Review Hearing on October 18, 2023;
WHEREAS, the proposed Vesting Tentative Map is consistent with the previously approved Project (Architectural Review approval) and would not result in a new impact on the environment or significantly increase the severity of any previously identified impact; WHEREAS, SCCC Section 17.05.300(h) requires that the City Council conduct a public hearing before the approval of a Vesting Tentative Subdivision Map for the division of land; WHEREAS, on November 22, 2023, notices of the public hearing on the Vesting Tentative Map were posted within 300 feet of the Project Site and mailed to all property owners within 1000 feet of the property, according to the most recent Assessor’s roll; WHEREAS, a notice of the public hearing was published in The Weekly, a newspaper of general circulation, on November 22, 2023 for both the December 6, 2023 Planning Commission meeting and the February 20, 2024, City Council Meeting;
WHEREAS, the Planning Commission held a duly noticed public hearing on December 6, 2023, at the conclusion of which, the Planning Commission voted (6-0-1) to recommend that the City Council approve the Vesting Tentative Subdivision Map; and WHEREAS, on February 20, 2024, the City Council held a duly noticed public hearing to consider the Vesting Tentative Subdivision Map application, at which time all interested persons were given an opportunity to give testimony and the City Council considered the information presented in the Staff Report and all verbal and written evidence.
NOW THEREFORE, BE IT RESOLVED BY THE CITY OF SANTA CLARA AS FOLLOWS:
1. That the City Council hereby finds that the above Recitals are true and correct and by this reference makes them a part hereof.
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Resolution/ 5185 Lafayette Street - Vesting Tentative Subdivision Map Page 3 of 5 Rev. Rev: 11/22/17
2. Vesting Tentative Subdivision Map Findings. Pursuant to California Government Code Sections 66426 and 66428 and SCCC Section 17.05.300(h), the City Council finds and determines that:
A. The Vesting Tentative Map is consistent with the objectives, policies, general land uses and programs specified in the City’s General Plan in that the Vesting Tentative Map subdivides the existing 0.90- Acre Project Site into 198 residential condominium uni ts, four commercial condominium units, one residential parking condominium unit, and one commercial parking condominium unit, consistent with the Tasman East Specific Plan, subject to conditions set forth in the Conditions of Vesting Tentative Map Approval, attached hereto and incorporated by this reference.
B. The design and improvements of the proposed subdivision are consistent with the City’s General Plan, in that the Vesting Tentative Subdivision Map facilitates development of housing stock and construction of ownership housing opportunities for the community; and furthermore complies with General Plan Land Use and Transitional Goals and Polices of the General Plan in that it transforms the industrial lot to a high density residential development that would transition in scale and intensity of use with existing and planned land uses; and is in proximity to transit with multi -modal connections to local and regional transit service to support transit ridership and reduce vehicle miles traveled.
C. The site is physically suitable for the proposed type of development, in that the Project is compatible with the existing adjacent industrial and residential uses.
D. The site is physically suitable for the proposed intensity of development, in that the Project Site is located in an urbanized area and is served by existing utilities and infrastructure.
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Resolution/ 5185 Lafayette Street - Vesting Tentative Subdivision Map Page 4 of 5 Rev. Rev: 11/22/17
E. The design of the subdivision and type of improvements are not likely to cause serious health problems, in that the proposed residential s ubdivision will implement Covenants, Conditions, and Restrictions for operation and maintenance of the building and site improvements and does not propose the use of hazardous materials.
F. The design of the subdivision and type of improvements are not likely to cause substantial environmental damage and will not substantially or unavoidably injure fish or wildlife or their habitat in that the Project Site is located in an urbanized setting, is a developed site, and the proposed subdivision includes mitigation measures, as identified in the Tasman East Specific Plan Environmental Impact Report, that will reduce impacts to less-than-significant levels.
G. The design of the subdivision and type of improvements will not conflict with easements acquired by the public at large or use of property within the proposed subdivision in that it is designed to avoid encroachment and conflicts with public easements in the site design.
H. The Tentative Subdivision Map provides, to the extent feasible, for future passive or natural heating or cooling opportunities, in that it would allow flexibility in the development standards to maximize the benefits of green building standards for site and building design.
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3. Based on the findings set forth in this Resolution and the evidence in the Staff Report and such other evidence as received at the public hearings on this matter, the City Council hereby approves the Vesting Tentative Subdivision Map, substantially in the form on file as shown on the attached Vesting Tentative Subdivision Map and subject to the Conditions of Vesting Tentative Subdivision Map Approval, hereby incorporated by this reference .
4. Effective date. This resolution shall become effective immediately.
I HEREBY CERTIFY THE FOREGOING TO BE A TRUE COPY OF A RESOLUTION PASSED
AND ADOPTED BY THE CITY OF SANTA CLARA, CALIFORNIA, AT A REGULAR MEETING THEREOF HELD ON THE 2QTH DAY OF FEBRUARY, 2024, BY THE FOLLOWING VOTE :
AYES : COUNCILORS :
NOES: COUNCILORS:
ABSENT: COUNCILORS:
ABSTAINED: COUNCILORS :
Attachments Incorporated by Reference :
1. Vesting Tentative Subdivision Map
Becker, Chahal, Hardy, Jain, Park, and Watanabe,
and Mayor Gillmor
None
None
None
ATTEST~d APIMENTa,MMc
ASSISTANT CITY CLERK
CITY OF SANTA CLARA
2. Conditions of Vesting Tentative Subdivision Map Approval Resolution/ 5185 Lafayette Street - Vesting Tentative Subdivision Map Rev. Rev: 11/22/17
Copyright 2018 Steinberg Hart, All Rights Reserved - These Plans and/or Specifications are intended for the sole benefit of Steinberg Hart's client and may not be used, reused, copied, or reproduced in any form without the express written consent of Steinberg Hart. 12/14/2022 2:29:52 PM
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VESTING TENTATIVE PARCEL MAP
FOR CONDOMINIUM PURPOSES
5185 LAFAYETTE STREET
CITY OF SANT A CLARA, SANT A CLARA COUNTY, CALIFORNIA
GENERAL NOJES
TN( TR ANSIT NEIQ-jBORHCXO)
TN (TR ANSIT NEIGHBORHIXO)
~. EXI STING GENERAL LAND U5E TN (TR ANSIT NEIGHBORHCXIJ)
5. PROPOSED GENERAL LAND USE: HIGH DEN SITY RESIDENTl"-l 1J. FE~ A FLOOO ZONE: THIS PROPERTY IS LOCATED 'MTHIN ZOOE X AS SHOWN IN FLOOD IN$1.1RANCE RATE MAP COOt.W NITY PANEL NO. 06085COD62J( RE\/ISCD TO REFLECTLOMR, EFFECTIV[ 12/19/2019)
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PARCEL 11
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TM2.0
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UTILITY PLAN
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CITY OF SA
NTA CLARA
TR
EATMENT MEASURE CONTROL SUMMARY TABLE
·
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2. SOILS IN TI-IE BIORETENTI ON FACll. lllES SHOUW MEET TI-IE BIOTRE,t,TMENT SOIL MIX (BSM) SPECIFICATIONS PER SC\IURPPP C.J STORMWATI:R H,t,NDBOOK, APPENDIXC. A MINIMUMPERCOI.ATIONRATEOF51NCHES/HOUR ANO A MAXIMUMPERCOlA TIONR ATE OF101NCHES/HOURAREREQUIRED(INlll AL ~~~~~~~c~:~o~ ~~~~0A c~~ ~ ~C:/~~~L~i~11~~~m;~ ~~rrn: M~~f!._ 0~~~E~: ~~~Gs~ ... ~ A~ ~~~:E~~- OR J. ~~~~r::~~..&1rili]. ~~~~ ~ ~o:MTH:OCK PER CALTRANS STANDARD SECTION 68-1.D25. THE MATERIAL SH ALL BE WASHED AND FREE
4. ~~~ORATED PIPE SHALL BE SOLVENT WELD PVC SOR 35 (OR Af'PRO\IED EQUAL) ~Tl-I PERFORATIONS FACED DOWN. LOCATION OF THE PIPE VARIES, SEE
5. INSTALLATION OF POROUSPA.EMENTAND/ORV AULTSSI-IALLBEDONEPERSTANDARDDETAILSANDSPEC lflCAllONS.Tl-llRDPARTYREVIEWEROR\IENDOR ~~~R~~~~TL~~~OIJ~:-t~~T tNNDl,.,~~iTS INSTALLATION (INCLUDING IF NECESSARY, PERFORMING PERCOLATION TEST) AND SUBMIT Tl-lEIR
6. INSTALLATIONOFINTERCEPTORlREES AS A TREATMENTCONlROLME ASURESHALLBEINSPECTEDTO\IERIF'r'lHE ACCURACYOFLOC ATIDN,SPEaES, AND
NUMBER OF INTERCEPTOR TREE&
FOR ANY LJNER PENETRATIONS. RADIAL CUT Tl-IE LJNER FOR PIPE. MASTIC AND SEAL WITH PIPE CLAlilP TO INSURE WATER-TIGHT SEAL
SEE LANDSCAPE PLANS AND SPECIFICATIONS FOR PLANTING MATERIALS WITHIN BIORETENTION FACILJTIE&
DRAINAGE
AREA A REASIZ E
(SF)
8,325
6,675
39,024
PERVIOLJS
SURfACE(SFJ PERVIOUS
SURFACE
IM PERVIOLJS TYPE O F IMPERVIOUS
SURfACE(Sf ) S.URFACE e-,-rn-c-,e,-,-------0 T~:~~i~ T
8,315
6,675
31,450
I LEGEND
ft AISffiflOW-THIIOUQHPI.ANTEII
PROP<.ISEOSTOIIN Dl'AIN(UNlREATEIJ)
f'l!Ol'OSfDS-NCftAIN(-...T!:C)
Dl'£Afl.OWDftAIN,-tlROPINI.CT
STORMIJRAIN-'JNCTIONBOX
--w--
c::::==:::::J
rITITIII1J
c=::::==-i
I STORMWATER CONTROL NOTES
1. !ffCIAj""9:/f&! 9:',TfMr<Y"9'
f'l!OJECTQUAL/fl[Snl!LOCl,Tlctl,CENSITYAHC PAR~INGCREDIT, LOCAT!ON, IIITHIN 1/4 Mil£ Of TKANSIT ff.JR • ~OIi CREDIT 5_ll~i\J!,~~:cr,~l~R ! 'to; c~~~ 30" CREDIT
2, §TORMWATERTJIE~TMENT/'JW,P,,,TA
lWAl.9lEAREA•~.02+5Q.FT.(D .~ ACIU)
TOTAI.IMPElll!OIJSAREA•31,4150SQ.FT.
°' IIIIPER..,OIJ!S AREA ffl EA'ltD BY UC (PI.ANT915) • Z0,510/31,4:IO • 050!.211 °'IIIIPER..,OU5AREAfflEA'l[[l8YMEDIA F1.."TER•10.034/31,4i!ll• 33.!~
3. MflllAF ■ Tf """!:/Q " UMWRYTAflf
I HYDROMODIFICATION REQUIREMENTS I
I :~7.l':¼':~w.::"!:\1::,_~~~=-i:'~ ~r~Th'!' I
~,~ AA"' "'"' " "' --=••• ™" "''" ro ,AAoeam •~~ THATEXIENDCONllNUOJSI.YTO TlE I.TlEHMSTANCAIEAMl ASSOCIATmft[QIJIREMENTSOONOTN'PLYTO-CTSIIITIINlHISAREA
I
:-..-• .LJ-J
TASMAN EAST
PARCEL 11
~185 LAF'AYETTE ST
SANTA CLARA.CA
9505+
5185LAF'AYETTESffiEETLLC
+4+WOCEANBL550
LONGBEACH,CAQOII02
98B ATTERYSTREET,SUrTE JOO
SANffiANCISCO,C A i.4111
BKFENGINEERS
1730N.F IRSTSTREET,SUITE600
SANJOSE.CA
95112
DCIENCINEERS
135 MAIN ST. SUITE 1~00
SANffiANCISCO,C A '-'4105
STORMWATER
MANAGEMENT PLAN
TM8.0
Copyright 2018 Steinberg Hart, All Rights Reserved - These Plans and/or Specifications are intended for the sole benefit of Steinberg Hart's client and may not be used, reused, copied, or reproduced in any form without the express written consent of Steinberg Hart. 12/14/2022 2:29:52 PM
A
DS N-12 x SDR 35
TRANSITION COUPLING
PIPE RISER
CUT 8" BELOW
FINISH GRADE
STORM DRAIN LINE
12"x12" GALVANIZED
STEEL GRATE W/1/2"
SCREEN BELOW
LUBE GASKET AND
PIPE - SET TOP TO
GRADE AND ORIENT
GRATE TO MATCH
SURFACE
IMPROVEMENTS
TEE
P6
INLET TOP
(
BOLT DOWN)
***FOR OVERFLOW AREA DRAIN - SET RIM
ELEVATION HIGHER THAN FINISH GRADE.
SEE PLANS FOR RIM ELEVATIONS.
P
ROVIDE COBBLE STONES AROUND DRAIN.
(SEE PLAN FOR PIPE SIZES)
A
A
"',>on"UL ;,J J_T_ , _ll',DOC\OG-0.,-1-,a..,,.,.., _- ·,-••Af\o«_,,,,.,O>i<,p,, ,.,_, , ,, ·" ,.,.,,.,
SIZING TABLE BB-2
/ "GOC" f< PA\<SDAAEAS
STORM DRAIN/SANITARY SEWER CLEAN OUT
.• A .. NUAle!O:Cl'flCa-'P.)
-~- ,,.+,,.., ~ -""'
- ,_,, _, ....,.,..~,,1,.,. y,,,,.,,...,..._,.,,,, . . _,o, J •=-~·,..,,·•ol ri<-~•···~··" ,_(In )
""""' '"" " .... ,, ... ,.,., ,,,,. .. c-,
·:,o, 11 _ __ 11\PCG ,·,,-·0<t _C. u,· .,,,,., ,,.., c.,,c,..-..,ho,t,,>, ,., '"" ''"
SIZING TABLE BB-3
®
NOlE:
~f!)l2irfpi~~~~T
2EXPANSIONJOINTSWITI-1
DOWELS TO 8E PLACrn ~VEn
'1.0'EXCEPTATRETURNS
VERTICAL CURB
0 6
@~:y;~:C .. l1 ~·;.
;;•. ~,...,,s.,_, Cw>•_,,,_,,.__ -,._,,'.Z,,,,, _;-•-•
STORM DRAIN CONCRETE VAULT MEDIA FILTER
OVERFLOW RISERS AT FLOW THROUGH PLANTERS
STORM DRAIN BUBBLER BOX
"-,,~, ,:w1 '·"·
',...~i~'l
i<i,; t,,,.,,_, ,,,..,"""""""''"•"'""""''""'•"·""."'""-'·fa,wg</ ,1~, A..,,, ..,,'""1••"(•·•·••1;e.-,,,_,,,_,
A~,>teJU , . .. ,.,,w, .. ,V~ .,._= • C'"
.,.";-,- ,.., .._ .. ,.,.,..,,. ,,0,-,asl
"'" " · -· O. p<hb;' ,m,.,,,d<
, ,. ,,,,,. ,-, , ~ , ""' " ' "''~"' '0.' ,/0.•""1."""-"'} '-'"·""''''""'"'"'"ff"'"" ,ood..,b<t,,~,oflo.Alo,l<>dO',tfJ,., '"' "~•oT,c•a,H<'"'' '"'''·""••~
r-·1 .. 1
, . .10ams.,, _ _ 'm o< _1"00,:wu1,,,. ,\..,,., -,, __ - .,.,,,. m,·· '1 ,,~.,-1o11
SIZING TABLE BB-1
~ ::"-":-.."":::."".:==.. .. __ .,., ___ .,......,
+
KrlStar Enterprises, Inc.
... ,--··"'-·"'-.. , ....... _,~ ,.,_,..-.., ----004ICI& Ill.-_,,. :;,.,,,,., ..,.,, .. ,
TASMAN EAST
PARCEL 11
DETAILS
ITM9.0
Copyright 2018 Steinberg Hart, All Rights Reserved - These Plans and/or Specifications are intended for the sole benefit of Steinberg Hart's client and may not be used, reused, copied, or reproduced in any form without the express written consent of Steinberg Hart. 12/14/2022 2:29:52 PM
' I
I
I
I
-~~~~~~~;~\ ~,
I
I
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I
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'•'
CALLE DE LUNA
~ 2.50 11.50
Wheelchair Lift Van
Lock Time
Angl e
I
GMPHIC SCALE
k.-.,W-J
TASMAN EAST
PARCEL 11
1111111 LAFAYETTE ST
=a..ARA,CA
1111111 LAFAYETIESTREETU.C
4MWOC£AN Bl.690
L.0NljlEIPCtf,CAIIOII02
-
NBATIERYS11EET, S111E ;,oo
SMl'ltANasco,CA!M-111
BICFENQINEEltS l73DN.FIIISTSTREET,Sll1EIICIO
~2JOSE,CA
---~ m~STcf:.::;,4
00 .......
135MAINST.5ll1E1800
SANFRANC19CO,CAM10!I
'::=
_CAR TURNING TEMPLATE
TM10.0
Copyright 2018 Steinberg Hart, All Rights Reserved - These Plans and/or Specifications are intended for the sole benefit of Steinberg Hart's client and may not be used, reused, copied, or reproduced in any form without the express written consent of Steinberg Hart. 12/14/2022 2:29:52 PM
I
I
I r
,,
11 I .
I
I ,, I
I
I
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~
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1;
1•
..
t
EXISTING FIRE
HYDRANT
;ij
~ . . ~ 0
~ ~;~Clara Fir eTruck
~I[ ___ ., ~--
~
11.90 18.50
San t a Clara FireTruck
feet
Lock Tim e
Angl e
ij
IB(>
I FIRE REQUIREMENTS
I LEGEND
I
~ STANCE BETWEEN
FlREH YO RANTS
TASMAN EAST
PARCEL 11
1111111 LAFAYETTE ST
=a..ARA,CA
1111111 LAFAYETIESTREETU.C
4MWOC£AN Bl.690
L.0NljlEIPCtf,CAIIOII02
-
NBATIERYS11EET, S111E ;,oo
SMl'ltANasco,CA!M-111
BICFENQINEEltS l73DN.FIIISTSTREET,Sll1EIICIO
~2JOSE,CA
---~ m~STcf:.::;,4
,.......,
135MAINST.5ll1E1800
SANFRANC19CO,CAM10!I
'::=
FIRE HYDRANT
DISlRIBUllON
TM11.0
Copyright 2018 Steinberg Hart, All Rights Reserved - These Plans and/or Specifications are intended for the sole benefit of Steinberg Hart's client and may not be used, reused, copied, or reproduced in any form without the express written consent of Steinberg Hart. 12/14/2022 2:29:52 PM
LAFAYETTE STREET SECTION
I!_ I
~ ------I
ic'}., I
it?- ,7 ~:
' I
i "4:-4---~~----'~· AC~' I_';;.~-~:.:~~;~-~-~~--'
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i i
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I :
SECTION
TASMAN EAST
PARCEL 11
~185 L.AF"AYETTE ST
SANTAQAAA.CA
9505+
51851..AF"AYETTESffiEETLLC
+4+WOCEANBL550
LONGBEACH,CAQOII02
98 BATTERY STREET, SUH'E 300
SANffiANCISC0,CAi.4111
BKFENGINEERS
1730N.F IRSTSTREET,SUITE600
SANJOSE.CA
95112
CCI ENGINEERS
135 MAIN ST. SUITE 1~00
SANffiANCISC0,C A '-'4105
SECTIONS
TM12.0
Copyright 2018 Steinberg Hart, All Rights Reserved - These Plans and/or Specifications are intended for the sole benefit of Steinberg Hart's client and may not be used, reused, copied, or reproduced in any form without the express written consent of Steinberg Hart. 12/14/2022 2:29:52 PM
Construction Best Management Practices (BMPs)
Materials & Waste Manag ement
Non. Haza rdou s Materials
□ Benn and cover stockpiles of sand. din or other construction material with tarps when rain is forecast or when they arc not in use. 0 Use (but don't overuse) reclaimed wate r for dust control. 0 Ensure dust control water doesn '1 leave site or discharge to stonn drnins.
Haza rd ous Materi.a ls
0 Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and am ifreeze) in accordance with City, County , State and Federal regulations. 0 Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, 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 hawrdous materials and du not use more than necessary. Do not app ly chemicals outdoors when rain is forecast with in 24 hours. 0 Arrnngc for appropr iate disposal of all ha7..ardous wastes.
Waste Ma nage ment
□ Cover and maintain dumpsters. Check frequent ly for leaks. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster . A plastic liner is recommended lo prevent leak s. Never clean out a dumpster by hosing it down on the construction site.
0 Place portable toilets away from storm drains. Make sure they are in good working onkr . Check frequently for kaks.
0 Dispose of all wastes and demolit ion debr is properly. Recycle materials and wastes that can be recycl ed, including solvents, walcr hasccl paints, vehic le fluids , broken asphalt and concrc1e, wood , and clean:d vegetation.
0 Dispose ofliqu id residues from paints , thinners, solvents, glues, and cleaning fluids as hazardous waste .
□ Keep site free of litter (e.g. lunch items, cigarette butts). 0 Prevent litter from uncovered loads by covering loads that arc being crnnsportcd to and from site.
Cons tr uction Entra nces and Peri meter
0 Establish and maintain effective perimeter controls and stabi lize all constrnction entrances and exits to sufficient ly control eros ion and sediment discharges from site and tracking off site
0 Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets tocle;in uptnu;king.
Construction project s are required to implement y ear-round stormwater BMPs.
Equipment Management &
Spill Control
Ma intenance and Parkin g
0 Designat e an area of the construction site, we ll away from streams or storm dmin inlets and filled with
appropriate BMPs , for auto and equipmen( p,1rking,
and s1orage.
0 Perform major maintenance, repair jobs , and vehicle
and equipment washing off site.
0 If refue li ng or vehicle maintenan ce must be done
onsite, work in a bermed area away from storm drains
and over a d rip pan or drop cloths big enough to collect 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 bcm1ed area that will not
allow rinse water to run into gutters , street~, storm
drains,orsurfacew:iters .
0 Do not clean veh icle or equipmen 1 onsite using soaps. solvents, degreasers, OI' steam cleaning equ ipment, and do not use diesel oil to lubricate equipment or parts
ons1te.
Spill Pre,·en tion and Co ntrol
0 Keep spill cleanup materials (e.g ., rags, absorbents and cat litter)availableut the construction site at all times. 0 Maintain all vehicles and heavy equipment. Inspect
frequently for and repair leaks. Use drip p,ins to catc h leaksun tilrepairsaremade .
0 Clean up leaks , drips and other spills immediate ly and dispose of cleanup materials properly.
0 Use dry cleanup methods whenever possib le
(absorbent materials, cat litter and/or rags).
0 Sweep up spilled dry materials immediately. Never
attempt to '"wash them away" with water, or bury
them
0 Clean up spills on dirt areas by digging up and
proper ly disposing ofcontmninatcd soi l.
0 Report significant spills to the appropriate local spill response agenc ies immediately. If the spill poses a
significant hazrd to human health and safety, property
or the environment, you must report it to the Slate
Office of Emergenl'y Services. (800) 852-7550 (24
hours).
Earthmoving
G radin g a nd Earthwork
0 Schedule grading and excavation work
during dry weather
D Stnb il ize all denuded areas , install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matr ix) until vegetation is establis hed.
0 Remove existing vegetation on ly when
absolutely necessary, plant temporary
vegetation for erosion contro l on slopes
or where construction is not immediately
planned
0 Prevent sediment from migra ting offsi te
and protect storm drain inlets, drainage
courses and strcarnsby installing and
main taining appropria te BMPs (i.e. silt
fences, gravel bags , fiber rolls, temporary
swales,etc.) .
0 Keep excavated soi l on site and transfer it
to dump trucks on site, not in the streets .
Contaminat ed Soils
0 If any of the follow ing conditions arc
observed, test for contamination and
comact the Regional Water Quality
Control Board:
- Unusual soi l conditions, disco loration,
or odor.
- Abandoned underground tanks.
- Abandoned wells
Buried barrels, debris, or trash.
0 If the above conditions arc observ..:d,
document any signs of potentia l
contamination and clearly mark them so
thcyarcnotdistrurbcd by construction
activities.
Land sca pin g
0 Protect stockpiled landscaping materials
from wind and rain by storing t hem under
tarps all year-round
0 Stack bagged material on pallets and
undercover .
0 Discontinue application of any erodib le
landscape material within 2 days before a
forecast rain event or during wet weathe r.
Concrete Management
and Dewatering
Concr ete Management
0 Store both dry and wet materials under
cover, rrotectcd from rainfal l and runoff and
away from storm drains or watenvays. Store
materials off the gro und, on pallets. Prok-ct
dry materials from wind.
0 Wash down cxroscd aggregate concrete
only when the wash water can (1) flow onto
a din area ; (2) drain onto a bem1ed surface
from wh ich it can be pumped and disposed
of properly; or (3) block any storm drain
inletsandvacuumwashwaterfromthe
gutter. If possible, sweep first
0 Wash out concrete equipment/trucks offsite
or in a designated washout area onsite,
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 BM P Handbook for
properly designed concrete washouts.)
Uewat ering
0 Discharges of groundwater or cap tured
runoff from dcwatering operations must
be properly managed and disposed . When
possible, send dcwatcring discharge to
landsca ped area or sanitary sewer. If
discharging to the sanitary sewer, call your
local wastewater treatment plant.
D Divert run-on water from omitc away from
all distu rbed areas.
0 When dewatcring, notify and obtain
approval from the local municipa lity before
dischargi ng wate r to a street gutter or stonn
drain. Filtration or divers ion through a basin ,
tank,orscdimcnttrapm<1ybcrcquired.
D In areas of known or suspec ted
contaminat ion, ca ll your local agency to
dctem1 inc whether the ground water must be
tested. Pumped groundwater may need to be
co lkctcd and hau led off-site for treatme nt
and proper disposa l.
Paving /Asphalt Work
Pa vin g
0 Avoid paving and seal coating in wcl
weather or when rain is forecast. to
prevent materials that have not cured
from co ntacting stormwatcr runoff.
0 Cover storm drain inlets and manholes
when applying sea l coat , slurry seal, fog
seal.or sim ilar materia ls.
0 Collect and recycle or properly dispo se of
excess abrasive gravel or sand. Do NOT
sweep or wash it into gutters.
Saw cuttini;: & Asphalt /C oncr ete Remo val
0 Protec , storm drnin inlets during saw
cutting.
0 If saw cut slurry enters a catch basin,
clean it up immediately.
0 Shovel or vacuum saw cut slurry deposit s
and remove from the site. When making
sawcut s, useaslittlewatcraspossib le.
Sweep up, and properly dispose of all
residues .
Painting & Paint Removal
Paintin g C lean up and Remo'"al
0 Never clean brushes or rinse pa int
contmners mto a streel, gutter, storm
drain, or stream.
0 Fur water-based paints, paint out brushes
to the extent poss ible , and rinse into a
dra in that goes to the sanitary sewe r.
Never pour paint down a storm dr.iin
0 For oil-based paints, paint out brushes to
the exten t possible and clean with thinner
or solvent in a proper container. Filteran<l
reuse thin ners and solvents. Dispose of
excess liquid~ as hazardous waste
0 Sweep up or collect paint chips and dust
from non-ha zardous dry stripping and
sand blasting into plastic drop cloths and
dispose of.is lr.ish.
□ Chemical paint stripping resid ue and chips
and dust from marine paints ur paints
containing lead , mercury , or tributyltin
must be disposed of as hazardous waste.
Lead based paint removal requires a statc
ccnitied contractor.
Urban Runoff
Pollution Prevention Program
Storm drain polluters may be liable for fines of up to $10,000 per day!
TASMAN EAST
PARCEL 11
BLUEPRINT FOR A
CLEAN BAY
TM13.0
________________________________________________________________________________ 5185 Lafayette Street – Vesting Tentative Map
Conditions of Approval Page 1
CONDITIONS OF APPROVAL
In addition to complying with all applicable codes, regulations, ordinances and resolutions, the following conditions of approval are recommended:
GENERAL
G1. If relocation of an existing public facility becomes necessary due to a conflict with the developer's new improvements, then the cost of said relocation shall be borne by the developer.
G2. Comply with all applicable codes, regulations, ordinances and resolutions.
ATTORNEY’S OFFICE
A1. The Developer agrees to defend and indemnify and hold City, its officers, agents, employees, officials and representatives free and harmless from and against any and all claims, losses, damages, attorneys' fees, injuries, costs, and liabilities arising from any suit for damages or for equitable or injunctive relief which is filed by a third party against the City by reason of its approval of developer's project.
COMMUNITY DEVELOPMENT
BUILDING DIVISION
BD1. Prior to overall construction permit application, submit to the Santa Clara Building Division, 2 copies of an addressing diagram request, to be prepared by a licensed architect or engineer. The addressing diagram(s) shall include all proposed streets and all building floor plans. The addressing diagram(s) shall conform to Santa Clara City Manager Directive #5; Street Name and Building Number Changes, and Santa Clara Building Division Address Policy For Residential and Commercial Developments. The addressing diagram(s) shall indicate all unit numbers to be based off established streets, not alleys nor access-ways to garages. Allow a minimum of 10 working days for initial staff review. Please note city staff policy that existing site addresses typically are retired. Provide digital pdf printed from design software, not scanned from printed paper sheet.
a) Any building or structure that is demolished shall have its address retired and a new address/s shall be issued for the project.
BD2. The construction permit application drawings submitted to the Santa Clara Building Division shall include a copy of the latest Federal Emergency Management Agency (FEMA) Flood Zone Map:
https://msc.fema.gov/portal/home. The project drawings shall indicate how the project complies with the Santa Clara Flood Damage Prevention Code.
a. FEMA Flood Zone map designations and requirements are based on the map in effect at date of Building Permit issuance.
BD3. The construction permit application drawings submitted to the Santa Clara Building Division shall include Santa Clara Valley Urban Runoff Pollution Prevention Program Low Impact Development (LID) practices http://www.scvurppp-w2k.com/nd_wp.shtml. All projects that disturb more than one acre, or projects that are part of a larger development that in total disturbs more than one acre, shall comply with the Santa Clara Valley Urban Runoff Pollution Prevention Program Best Management Practices (BMP): http://www.scvurppp-w2k.com/construction_bmp.shtml, and shall provide a Storm Water Pollution Prevention Plan (SWPPP) by a certified Qualified SWPPP Developer (QSD). All site drainage and grading permit applications submitted to the Santa Clara Building Division shall include a city of Santa Clara "C3" data form, available on this web page:
• https://www.santaclaraca.gov/our-city/departments-g-z/public-works/environmental- programs/stormwater-pollution-prevention and will be routed to a contract consultant for review.
PLANNING DIVISION
P1. The project shall comply with the Conditions of Approval for the associated Architectural Review (PLN2018-133441).
________________________________________________________________________________ 5185 Lafayette Street – Vesting Tentative Map
Conditions of Approval Page 2 P2. The City encourages the Owner and any contractors or subcontractors working on the project to evaluate hiring local labor, hiring from or contributing to approved and accredited apprenticeship programs, increasing resources for labor compliance, and providing living wages during the development of this Project.
P3. Bicycle parking shall be provided in accordance with the City of Santa Clara Climate Action Plan Action T-2-3: Bike & shared mobility improvements at a ratio of one secured bicycle parking spot for each multi-family residential unit. Electrical outlets shall be available in bike storage room for ebike charging.
FIRE
F1. Fire apparatus access roadways shall be provided so that all portion of an exterior wall of the first story of the buildings are located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building. Ariel access roadways shall be located a minimum of 15 feet and a maximum of 30 feet from the protected building, or the project team will be required to mitigate the lack of compliance. If these conditions can not be met the project team will be required to complete an Alternative materials, design and methods of construction and equipment application. The required mitigation measure will be determined by the Fire Department.
F2. At time of Building Permit application provide documentation to show the minimum required fire-flow for the building based on the construction type and square footage in accordance with the California Fire Code, Appendix B, Table B105.1 can be met. A 75% reduction in fire-flow is allowed with the installation of a automatic fire sprinkler system designed in accordance with California Fire Code § B105.2. The resulting fire-flow shall not be less than 1,500 gallons per minute (or 1,000 gallons per minute for NFPA 13 fire sprinkler systems) minute for the prescribed duration.
F3. At time of Building Permit application, the required number, location and distribution of fire hydrants for the building based on the California Fire Code, Appendix C, Table C102.1 shall be incorporated into the construction documents. The required number of fire hydrants shall be based on the fire-flow before the reduction.
F4. At time of Building Permit application, construction documents for proposed fire apparatus access, location of fire lanes and construction documents and hydraulic calculations for fire hydrant systems shall be submitted to the Fire Prevention and Hazardous Materials Division.
F5. Prior to the start of construction, fire protection water supplies shall be installed and made serviceable prior to the time of construction or prior to combustible materials being moved onsite, unless an approved alternative method of protection is approved by the Fire Prevention and Hazardous Materials Division.
F6. At time of Building Permit application, construction documents for the fire department apparatus access roads are required submitted to the Fire Prevention and Hazardous Materials Division. Access roadways shall be provided to comply with all of the following requirements:
a. Fire apparatus access roadways shall be provided for every facility, building, or portion of a building hereafter constructed or moved when any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building.
b. Fire apparatus access roadways shall have a “minimum” width of a fire apparatus access roadway for Engines is 20 feet. The “minimum” width of roadways for aerial apparatus is 26 feet. Ariel access roadways shall be located a minimum of 15 feet and a maximum of 30 feet from the protected building and the sides of the building requiring access shall be approved by the Fire Department. Trees, overhead wiring, etc. shall not conflict with any means of fire department access.
c. Fire access roadways shall have a “minimum” unobstructed vertical clearance of not less than 13 feet 6 inches. Aerial apparatus access roads may require additional vertical clearance. d. Fire access roadways shall All fire department access roadways shall be an all-weather surface designed to support the imposed load of fire apparatus with a gross vehicle weight of 75,000- pounds.
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Conditions of Approval Page 3 e. Fire apparatus access roadways shall have a “minimum” inside turning radius for fire department access roadways shall be 36 feet or greater. f. Dead-end fire apparatus access roadways in excess of 150 feet in length shall be provided with approved provisions for turning around.
g. Traffic calming devices are not permitted on any designated fire access roadway, unless approved by the Fire Prevention & Hazardous Materials Division. h. All Fire Department Access roadways shall be recorded as an Emergency Vehicle Access Easement (EVAE) on the final map. No other instruments will be considered as substitutions such as P.U.E, Ingress/Egress easements and/or City Right-of-Ways. i. All gates installed on designated fire department access roads are required to electrically automatic powered gates. Gates shall be provided with an emergency battery power supply, or shall be a fail-safe design, allowing the gate to be pushed open without the use of special knowledge or equipment. To control the automatic gates a detector/strobe switch shall be installed to allow emergency vehicles (e.g., fire, police, ems) to flash a vehicle mounted strobe light towards the detector/strobe switch, which in turn overrides the system and opens the gate.
The gates shall be equipped with a TOMAR Strobe Switch or 3M OPTICOM Detector to facilitate this override. Said device shall be mounted at a minimum height of seven feet (7’) above the adjacent road surface and is subject to an acceptance test witnessed by the Fire Department prior to final approval of the project.
F7. Provisions shall be made for Emergency Responder Radio Coverage System (ERRCS) equipment, including but not limited to pathway survivability in accordance with Santa Clara Emergency Responder Radio Coverage System Standard.
F8. Prior to issuance of a Building Demo Permit, Steps 1 through 3 summarized below must be addressed during the planning phase of the project. Submit Phase II environmental documents:
a. Step 1 – Hazardous Materials Closure (HMCP): This is a permit is issued by the Santa Clara Fire Department, Fire Prevention & Hazardous Materials Division. Hazardous materials closure plans are required for businesses that used, handled or stored hazardous materials. While required prior to closing a business this is not always done by the business owner, and therefore should be part of the developer’s due diligence. The hazardous materials closure plans demonstrate that hazardous materials which were stored, dispensed, handled or used in the facility/business are safely transported, disposed of or reused in a manner that eliminates any threat to public health and environment.
b. Step 2 – Site Mitigation: Site mitigation is the cleanup or management of chemical contaminants in soil, soil vapor or groundwater. The type and extent of contamination on site(s) governs which of the regulatory agencies noted below will supervise the cleanup. • Santa Clara Fire Department, Fire Prevention & Hazardous Materials Division (CUPA) • Department of Toxic Substances Control (DTSC)
• State Water Resources Control Board
• Santa Clara County, Department of Environmental Health. c. Step 3 – Community Development, Building Division Demolition Application: For the majority of projects within the City of Santa Clara, Steps 1 and/or 2 described above need to be completed prior to proceeding to demolition application in order to avoid permit approval delays. The purpose of a demolition permit is to ensure that the parcel is clear of debris and other health hazard material (lead, asbestos, etc.) and that the utility connections have been plugged and sealed.”
If the project intends to contract with a State or County Agency for onsite/offsite environmental remediation activities the following documentation shall be provided to the Fire Prevention & Hazardous Materials Division prior to issuance of a Building Permit for demolition or grading:
• Oversight agency case number; and
• Oversight mangers contact name, phone number.
PARKS & RECREATION
PR1. Department Comments and COAs are tied to PLN2018-13441. ________________________________________________________________________________ 5185 Lafayette Street – Vesting Tentative Map
Conditions of Approval Page 4
PUBLIC WORKS
ENGINEERING
E1. Obtain site clearance through Public Works Department prior to issuance of Building Permit. Site clearance will require payment of applicable development fees. Other requirements may be identified for compliance during the site clearance process. Contact Public Works Department at (408) 615-3000 for further information.
E2. All work within the public right-of-way and/or public easement, which is to be performed by the Developer/Owner, the general contractor, and all subcontractors shall be submitted within a Single Encroachment Permit to be reviewed and issued by the City Public Works Department. Issuance of the Encroachment Permit and payment of all appropriate fees shall be completed prior to commencement of work, and all work under the permit shall be completed prior to issuance of occupancy permit.
E3. Submit public improvement/encroachment permit plans prepared in accordance with City Public Works Department procedures which provide for the installation of public improvements directly to the Public Works Department. Plans shall be prepared by a Registered Civil Engineer and approved by the City Engineer prior to approval and recordation of final map and/or issuance of building permits.
E4. Existing non-standard or non-ADA compliant frontage improvements shall be replaced with current City standard frontage improvements as directed by the City Engineer or his designee.
E5. Damaged curb, gutter, and sidewalk within the public right-of-way along property’s frontage shall be repaired or replaced (to the nearest score mark) in a manner acceptable to the City Engineer or his designee. The extents of said repair or replacement within the property frontage shall be at the discretion of the City Engineer or his designee.
E6. Dedicate required on-site easements for any new public utilities, and/or emergency vehicle access by means of subdivision map or approved instrument at time of development.
E7. Dedicate sidewalk easements along the project frontage where public sidewalks extend into private property. Sidewalk easements are to be 1’ behind proposed back of walk where there is landscaping behind sidewalk. Sidewalk easement where hardscape is behind sidewalk is to be at back-of-walk. Cold joint is required between public sidewalk and private hardscape.
E8. If requested, Developer/property owner shall prepare and submit for City approval a maintenance plan for all sidewalk, curb and gutter, landscaping and irrigation system improvements installed within the public right-of-way prior to encroachment permit issuance. Such plan shall include at a minimum, maintenance requirements for trees and shrubs, in acknowledgement of developer’s/property owner’s obligation under Chapter 12.30 and 17.15.
E9. Obtain Council approval of a resolution ordering vacation of existing public easement(s) proposed to be abandoned, if any, through Public Works Department, and pay all appropriate fees, prior to start of construction.
E10. After City Council approval of the Tentative Map, submit the Subdivision Map, prepared by a Licensed Land Surveyor or a Registered Civil Engineer with Land Surveyor privileges to the Engineering Department. The submittal shall include a title report, closure calculations, and all appropriate fees.
WATER & SEWER
W1. Related Approvals: Applicant shall comply with all related City approvals, entitlements, permits, or requirements associated with the subject property, unless explicitly superseded or revised by the Director of Water and Sewer Utilities.
W2. Separate Services: Applicant shall provide separate water, recycled water, sanitary sewer, and fire services connected to a public main in the public right-of-way services for each parcel to the satisfaction of the Director of Water & Sewer Utilities. Different types of water and recycled water use (domestic, irrigation, fire) shall be served by separate water services, each separately tapped at the water main. Services cannot cross a different parcel than the one it serves. No parcel shall be created ________________________________________________________________________________ 5185 Lafayette Street – Vesting Tentative Map
Conditions of Approval Page 5 that requires an easement from an adjacent parcel in order to be served. Tapping on existing fire service line(s) is prohibited. Approved backflow prevention device(s) are required on all potable water services.
W3. Easements: Prior to City’s issuance of Building or Grading Permits, the applicant shall provide a dedicated water utility easement around the backflow prevention device onsite. The water utility easement for the water services and all other public water appurtenances shall be a minimum 15 feet wide and be adjacent to the public right-of-way without overlapping any public utility easement.
Additionally, the applicant shall submit plans defining existing easements so Water Division can verify if there are any conflicts with proposed easements and water utilities.