Development Plans — City Council and Authorities Concurrent, August 22, 2023

6,7('(9(/230(173(50,7)25

02152(675((7 +20(67($'5'
6$17$&/$5$&$

DESIGN PBQEFSSIQNN S·
- """"'
PBOtfCI PfSCRIPDPN·
OEMOLITJOI< Of TtlE S...U fl£TNL TO E!IAil A NEW 50COHOOS NID NID•TOWl<HOUSEOff'OUSINGPROJECJNCI.UOltfCCOIEIW. ~~,;:.[ g:.~~r,c, flOOR TO REVITALIZE l»E DO\OM1JWII LOT Lt<[ AD,IIJSTl,IE~ IS Pl!OPOSU> roR l»E EXISTI>fG Sl>fGLE FAMlLY >fOUES;ANEWTWOCN!GNW;£.roR~JOWONIIOENIDA1C>l! rot! ltt[ !106 r.lOHROC PLLISASIJRf-'<::[ PNll(ING IS
F'POPOSEOTI)PAAKTHESINOlEF...,.llVHOMESONSITEPROYIDE15l<OfTOTALUNIIS.SAl'l'ORCWILEHOUSflG UN1TSOHSITE F'ERCITY'SORDIMANCE17.00.090;AI..I.N'f'ORCW!LE UN1TSWU.l!E OISPERSCDONTHEPROJECTS.TE ,( EW!THNTOliNHOUSEAND7
wrTHl<COHOOS)
,,.

L0T l c55R~DENIIALCC)l,[)()MI-UHIIS LOTl , I CONOOMNIUMroRALI.FlOORCOMMOII~ LOT l ,28-StMEHIPNIKINGCWW:ECOHOOW:NIUMUNIIS
LOTl ;JRETAIL COH[):)f•t~MUNITS LOT2c l (£)S..CU:F ...... vHlME TI)WNIIOU',E,lWOF\.OORS:

COHOOM"NIUMc l l£VEL OF""5tMEHl+OSTORIES(
""""'"-""
.•
-~9
. . ,-("
.,,. .. \ -.
\ \~=-
.,..
.,.. \
EB
·
--
APPi !CAAi E CODES·
P.<RT 1.0. Ct.LJF'ORNlO. "°"'INISTAATM: CODE P.<RT 1 .0. 1019 CALIFORNIO BUIUJING CODE (CBC) P.<RT 1.~. 2019 CALIFORNlO. RESIDENTIAL CODE (CRC) P.<RT 3.0. 1019 CALIFORNL<, ELECTRIC CODE (CEC) !~ili!l,!!I;~::

Tlff -'-PPI.JC>BLECODE:S>RE "SAMENOED BY THE
STATEOF ~ ANO TJ-IECrJY Of' SAlilACIAA.l
AffOROARI E HOl lSING NO!E'
NEWPLAHNEDOEVELDPMENTISONLY INLOT 1 LOT 2-YIO LOT JWILL REWJN "S H STORIC SINGLE FAMI..YHOMES,
TOT>.LNEWRESIDEITTW. UNIT PflOPOSEOIS5-5
CONOOM INIUM UNITS(50CONOOMINIUM + 4TOWN ::g;:s~~00NE FREE'STAIIOING HOLIE AT 134 1 55 , 0. l 5-8.25UNITS
PRO'lo10ES: 1 TOWNHOM E AFTORIWILEUNIT
7CONOOMINIUMUNITS INMAINBLALDING
·~~,~-·- I
l:ff&.~, lg.. 1 ·yJ' I =
tOMMON5PACU:ALOJLATI(IN
.

SHEU HlEX
PRC>f'OSEO[LEVArJOl<S - TI)WNHOMES
OUSTltfCj, P"°"°5U>ElEVATIOl<S -
l:IYlJ.

SIORW<AfERcor;fl!OI.OETAILS
BEsr ••••••.:;o,[l{TPRN;TICES
.!:.J:::i.QIQME

TRASH MANAGEMENT
VESTING TfNTATIYE MAP
REl"'lll<lSHOOLLEC110N ROOM
SECTIOHSAIRESIOEN!W.TR,,SHflOOM
lfOT-•o•uoaNOT•®•o•uoa,.,., '1..,.-,0WIIO&o581Cfl.1,0:_0N_ fUlCH.rCJIMH-10FIHEIISl'AttlAtU:,C.,.IUl>OaGUISI"-...._ _
.......... , ... ,_OI/IUTI
O-,UOONGIO.f<Ofl.001
0-,UOON<illOUG>HOOI
•-OONGIIOl.fCl•lOO•
,-..oOH"'°!-f">HOO.!...___
?nKNIC.<.IC-ISAV,a._...,_,...,ll,Ulr,l;lrlk'ICI.IO-•JIUWOOOltcWIAl~S5"t-:l5.

JIIKT'IIC.<.IC_"OG ..... ..UON•v .......... ,.,," .... a.oss'""oa.oss, ..... _ ..... °""''-'IDOll,00 ~ --..tUIIUNM!HGYACU.
'····--··-·-··-
..
-·~---- I
SCDC
AllClHITT1ECI1.JlE
IlITfl!001R DlESIDN

SAL VA TORE CARUSO

DESIGN CORPORATION
911ELC'AMOORBl.l..12CO.IA.Vf~CLW.CA!50!0
Ta.Mo.(4)99MCC7 • FAI.Mo.(4)99MCII
,..,,

SANTA CLARA
DOWNTOWN --· SANTACUkA,CAfflSO
J'.l(llDdESlW • RD.

SAKl"A(l>.AA,CAfflSO
1 ... -, ... ,. , ,,,., .. ., ,....,_
'·"'""'"""""~""'·-·-

COVER SHEET
o,/11/202J
A0. 1
SH!ff!IN!IEf ___ _
VIEW FROM MONROE ST 3 STORY 4 STORY
3 STORY 6 STORY
URBAN FORM FRAMEWO RK AS SHOWN ON PAGE 45 OF TH E SANTA CLARA DOWNTOWN PREC ISE PLAN - EARLY 2022
6 STORY
6 STORY
SCDC

SALVATORE CARUSO
DESIGN CORPORATION 911ELOO!OOI.EAL,flllO,Wl'ActAIA.CA!SOlO 'ltl.Mo.(Q)9"-QI • FAX. Mo.(,Q)99Mlll

SANTA CLARA
DOWNTOWN ~950MOt,'ROOST
SAlifAa..UA,CA9SOSO
l~llOIESruDRD. • MITTACI.ARA.C'AmlO
1 "''''"""'~'''"'..-~•co1 ··-"""'"'""" .,, --·~-
' U D ____ .,._ •:,.•

RENDERING
Cl]
A0.2 L------------------------------------------------------------ • m---

VIEW FROM MO NROE ST

INDOOR OUTDOOR CONNECTI ONS
AS SHOWN ON PAG E 85 OF TH E SANTA CLARA

DOWNTOWN PR ECISE PLAN

INDOOR OUTDOOR CONN ECTIONS

WITH SIDEWALK AND PARK STR IP PER SANTA CLARA

DOWNTOWN PREC ISE PLAN
SCDC

SALVATORE CARUSO
DESIGN CORPORATION 911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO 'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • . SA.WACLARA,C'AmlO
1 "'""'""'~'''"' ... ,,.,,,_ '~==:~_ ... _ •:,.•

RENDERING
Cl]
A0.3 L--------------------------------------------------------- • m--

VIEW FRO M MONROE ST
SCDC

SALVATORE CARUSO
DESIGN CORPORATION 911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO 'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • . SA.WACLARA,C'AmlO
1 "'""'""'~'''"' ... ,,. ,,,_ 111n:mr • .... ~.,, .. -,~-

RENDERING
Cl]
A0.4 ,.._ _______________________________________________________ __, - • m--

VIEW FROM MO NROE ST
SCDC

SALVATORE CARUSO
DESIGN CORPORATION 911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO 'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • . SA.WACLARA,C'AmlO
1 "'""'""'~'''"' ... ,,.,,,_ 111n:mr • .... ~.,, .. -,~-

RENDERING
Cl]
A0.5 ,__ ______________________________________________ __, - • m--

VIEW FRO M HOMESTEAD RD
SCDC

SALVATORE CARUSO
DESIGN CORPORATION 911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO 'ltl.Mt,(Q)9"-Q7 • FAX. Mo.(Q)99Mlll """'

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • . SA.WACLARA,C'AmlO
1 "'""'""'~'''"' ... ,,.,,,_ 111n:mr • .... ~.,, .. -,~-

RENDERING
Cl]
A0.6
ii
i i i i
l.
\

RESIDENTIAL
(E)SHEDTO TI BE DEMOLISHED
AREA- 127 SF
269- 20- 095

0.18/7970
(E)HOUSETO
REMAIN
AREA- 2.029 SF
i i i
i, , .._
TOTAL5,5J7SF
CO~MERCIAL. TO BE

DEMOLISHED
269- 20- 086

0.52/22588
_l_ __ .,_ _ _L __________ ~----·---- __ _J
MONROE
CD EXISTING SITE PLAN SCM.t,1/11"al'-o"'Q
SCDC

SALVATORE CARUSO

DESIGN CORPORATION
911ELOO!OOl!Al,flllO,Wll'AQ.AIA.CAf!OlO 'ltl..Mt,(Q)9"-Q7 • FAX.Mt,(Q)99Mlll

SANTA CLARA

DOWNTOWN
~MOl',1,00~
SAlifA(UlA,CA950lll
1:MllnlESruDRD • .

SA.WACLARA.C'AmlO
1 "'""'""'~'''"' ... ,,.,,,_ '~==:~_ ... _ •:,.•

EXISTING

SITE PLAN
Cl]
A1.0
,-----------------~ -----------T----------------------------------- i \
' ,------~ \
! i ! i ! i ! i ! i I ,
' ----i f--------------------------------7
, I DI ~--,~~ I I ,
RESIDENTIAL ~-------------------------------7
269- 20- 091 ! i
I ,
, I I ,
' !

RESIDENTIAL
H=::i:_--"":i"""'""""m~+-c-'F=1 r='1--+--~~~~;;;;,;~~~---, ..

CD PROPOSED SITE PLAN
SCDC

SALVATORE CARUSO

DESIGN CORPORATION
911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO 'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • .

SA.WACLARA,C'AmlO
1 "'""'""'~'''"' ... ,,.,,,_ '~==:~_ ... _ •:,.• ,_.,._""""""-

PROPOSED

SITE PLAN
Cl]
AU
I
i 1-
j
\ \ _
\
-, .
..... ·----------------------

G) PROPOSED BASEM ENT PLAN
81 ------
SCDC
l\lam1ECilJlRE
mrEOOR. DJESIDN
SALVATORE DJ~~ coRP8£llRso Ta. Mo.(Q)~ , x:o,!A.Vf~CWA.CA ~N • PAX.ltl(Q)99S-m

SANTA CLARA

DOWNTOWN
~~
s!:A~:o
:r:
0 ;;;:
rT7
l/l
--,
rT7
)>
0 EXISTING STRUCTURE 0
139 1 HOMESTEAD RD
G) PROPOSED 1 ST FLOOR PLAN
L_J
M
AJ.
8' FENCE~
/: BASEMENT PARKING RAM ~
r6~~~I~~ FLOOR r----- ~ ----------------~---- _ 1_ ___________________________________ ' I I
l __
SCDC

SALVATORE CARUSO
DESIGN CORPORATION !ID !l.C\ML',()lEAI..J !Ql,S,l.'ilA(UlA.0.mD Ta No.i..all,..., , filNt.(0)9IMJlll

SANTA CLARA

DOWNTOWN
!Ol,9.l0'40.9!'1~lC£ST :~Az:

SAIITAC!..AIA.C\9!®
, .. ..., ,...,O',lfl H••a,m-
: ~=:~,.--
A2 .2 -•=----
:r:
0 i
;:;: i
rT7
U) i
---, i
rT7
)> i
0 [TI i
G) PROPOSED 2ND FLOOR PLAN
i i'f
·"':"°X (A .OJ ~ ----~
2B

TOWN HOMES THREE BEDROOMS, FOUR
UNITS, TOTAL TWO FLOORS.

CONDOMINIUM ONE BEDROOM
TWO BEDROOM TOTAL 12
2C 2D
I-®
i i i
2L j
MONROE
,t
SCDC
AR(C]H]ITJE(CTIJlffi llN'IBmDED

SALVATORE CARUSO

DESIGN CORPORATION
911ELCAMOOl£Al,fl00,W.TACLW.C'.1.!SO!O
Ill.Mo.(,Q)991-Q7 • FAX.Mo.(Ql'lll-QI
"""'

SANTA CLARA

DOWNTOWN
~~ll.CEST
SMTAQ.AMCA95050
1),1111.WlFADRD. •
s.oo"AaJ.RA.CA9SOSO

PROPOSED
2ND FLOOR PLAN
DJ
:r:
0 <'::
rT7
U)
---,
rT7
)>
0 G) PROPOSED 3RD FLOOR PLAN

TOWN HOMES

THREE BEDROOMS FOUR
UNITS, TOTAL Two' FLOORS.

CONDOMINIUM

ONE BEDROOM
TWO BEDROOM TOTAL 12
SCDC
AR(C]H]ITJE(CTIJlffi llN'IBmDED

SAL VA TORE CARUSO

DESIGN CORPORATION
:~c;:~,~~~~=
"""'

SANTA CLARA

DOWNTOWN
906,~MQt.ll.cE~
SMTAQ.W,,Ci\950:50
1),1111.WlFADRD. •

5.00'At1ARA,CA9SOSO
.,.._..,.
: --.,.,·::+--:.

PROPOSED
3RD FLOOR PLAN
DJ
I
0 rT7
U)
---,
rT7
)>
0 i
~---------------------- /4'? I
__ 7 ___ 1
i
I j CONDOMINIUM
i
i i i i i i i
i
1--
!
I
\
\
\_ '-,_
CD PROPOSED 4TH FLOOR PLAN
1 ~rn~gg~ i TOTAL 10
L
______________________ _
4B 4C
MONROE
------------------------·-----
4D
SCDC
AR(C]H]ITJE(CTIJlffi
llN'IBmDED

SAL VA TORE CARUSO

DESIGN CORPORATION
:~c;:~,~~~~=
"""'

SANTA CLARA

DOWNTOWN
906,~MQt.ll.cE~
SMTAQ.W,,Ci\950:50
1),llll.WlFADRD. •

5.00'At1ARA,CA9SOSO
..... ..,.
: ::.:;·--:...;--:.

PROPOSED
4TH FLOOR PLAN
DJ
I
0 ;:;::
rT7
1/)
---,
rT7
)>
0 ------------------------------------------------1
4b-1------
i
i
\
\
\.,_
, _________________ _l ____________________ _
CD PROPOSED 5TH FLOOR PLAN
l
ONE BEDROOM ll CONDOMINIUM
________ :_:_:_:_E:_RO_O_M------------------------i
' ' ' ' ' ' '
L--,,.Jl __ - ___ ll_ ____ - _D __
SOO. m-M
i i i
~ ,o•-•/· •• J
MONROE
rT7
;;o
)>
z
;,;:
' z
.._ ________________________________________________________________________ __, SCDC
AR(C]H]ITJE(CTIJlffi llN'IBmDED

SAL VA TORE CARUSO

DESIGN CORPORATION
911ELCAMOOWJ.,f»l,W.TACUMC'.1.!SO!O
Ill.l4a.(Q)9!1-Q7 • FAX.Ko.(Q)'lll-QI
"""'

SANTA CLARA

DOWNTOWN
906,~MQt.ll.cE~
SMTAQ.W,,Ci\950:50
1),1111.WlFADRD. •

5.00'At1ARA,CA9SOSO
1 "'"""""'~.,., ...... ~-
,.., .. "'"'"'ONIWICll><'""I(-~""

PROPOSED
5TH FLOOR PLAN
DJ
- • m
~-----------------------------------·-·1·---·-·1
i i

CONDOMINIUM ONE BEDROOM

TWO BEDROOM
TOTAL 8
~------------------------------------------
,,.._,,. 7'
,,,- l

I SC SD
0 rT7
1/)
---,
rT7
)>
0 ~ !-- i ~-
i i i
i
\
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'-,., _________________ J_ ____________________ L~I =="·=-,1·=='==="=' _,,•=======~==='======'======'==="=====-,J l MONROE
(j) PROPOSED 6TH FLOOR PLAN
rT7
::u
)>
z
;,;:
' z
.._ ________________________________________________________________________ __, SCDC
AR(C]H]ITJE(CTIJlffi llN'IBmDED

SAL VA TORE CARUSO

DESIGN CORPORATION
911ELCAMOOWJ.,f»l,W.TACUMC'.1.!SO!O
Ill.l4a.(Q)9!1-Q7 • FAX.Ko.(Q)'lll-QI
"""'

SANTA CLARA

DOWNTOWN
906,~MQt.ll.cE~
SMTAQ.W,,Ci\950:50
1),1111.WlFADRD. •

5.00'At1ARA,CA9SOSO
1 "'"""""'~.,., ...... ~-
,.., .. "'"'"'ONIWICll><'""I(-~""

PROPOSED
6TH FLOOR PLAN
DJ
- • m __!.1_.}__
:r:
0 rT7
VJ
--,
rT7
)>
0 ~-----------------------------------------------------------------7 I
i i
i
i
L-----------------------------------------------------------------7 I
i i
+-
\
----7

I AWNING I
r----1
1AWNING1

ELEVATOR

MACHINE ROOM
ROOf TOPUNITSTOBE
PLACED ABOVE HAU.WAY BELOW
VENTS ARE NOT SHOWN AT THIS Tl~E
THEY WILL BE SHOWN ONCE ~EP IS

DESIGNED
=~~~~~~7iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir=="~iii,i===~--.,"'~.~" . (A30)
\, __________ _
---------~-----------~-------------------------------------------------~

MO NRO E

G) PROPOSED ROOF PLAN
BB
rT7
Al
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z
;;,:::
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SCDC
AllCIHlITIECTUlE
OOBOOl!l. DED

SALVATORE CARUSO

DESIGN CORPORATION
911ELCAMOOIL\l,fllll, W/l'Aa..w,CAf!OlO 'ltl.Mo.(Q)991-Q1 • FAX. Mo.(Cll99Mlll """'

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifA<UlA, CA950lll
1:MllnlESruD • RD.

SAM'A CLARA,C'J.9Sll50
, ...
- ,-.-.... , ... ,. ... _ •:,.:fJl.g,.,... .... --
·-:.~ ..~-,,e...-

PROPOSED

ROOF PLAN
- • m
+32'-6"±

TOP OF ROOF
FF
MAX
FF +73'-6"
ROOF
FF +61'-o"
6TH FLOOR
FF +49' -6"
5TH FLOOR
FF +38' -0"
4TH FLOOR
FF -13'-6"

BASEMENT
L EAST ELEVATION ( MONROE) - - - - G) PROPOSED - - - - - - - - _ L 0,-srn ~~~~~~~~ UN) __ L
I
I
I
I
I
I
I
I
I
____ J
i
I
I
I
I
i
FF
MAX
FF +73'-6"
ROOF
FF +61'-0"
6TH FLOOR
FF +49'-6"

STH FLOOR
FF +38' -0"
4TH FLOOR
FF +26'-6"
3RD FLOOR
FF +15'-0"
2ND FLOOR
FF +0'-0"
FF -13'-6"

BASEMENT
© PROPOSED GARAGE ELEVA TION (906 MONROE)
SCOLE : 11/r•l'-lf"

SANTA CLARA
DOWNTOWN =~1::
l:MllnlESruDRD • SA.WACLARA.C'Amio
llOllllt.l:llll:
~ ::~__,-;;:;, ..
...... ,,.,---

PROPOSED

ELEVATIONS
FF +84-8"

MAX HEIGHT
FF + 73' -6"
ROOF
FF +61'-0"
6TH FLOOR
FF +49'-6"
5TH "LOOR
FF + 38' - 0"
4TH FLOOR
FF +26' -6"
3RD FLOOR
FF +15' - 0"
2ND FLOOR
FF + :J' - 0"
1ST FLOOR
FF -13'-6"

BASEMENT
' 12'-0" 0/C
\., .... _______ ~-------
I
I I
L __________________________________________ ~

G) PROPOSED WEST ELEVATION
_ _J CD PROPOSED SOUTH ELEVATION (HOMESTEAD)
FF +84'-8"

MAX HEIGHT
FF + 73' -6"
ROOF
FF +61'-0"
6TH FLOOR
FF +49' - 6"
5TH FLOOR
FF +36'-0"
4TH FLOOR
FF +26' -6"
3RD FLOOR
FF +15'-0"
2ND FLOOR
FF +0' -0"
____ -15L ELQOfl_
FF - 13' - 6''

BASEMENT
/
,
,
I
,
,
I
,
,
I
,
,
I
AllC!H[]['f]ECTUI
llNTIElri.l[(l ]l}JESJIGN

SALVATORE CARUSO
DESIGN CORPORATION • ELWIN:IWJ., •lOI. M.\TAOJJACA~
TaSo.(1111)"'41 • fl.l No. 18)!1!141

SANTA CLARA

DOWNTOWN
:z:

SA.WACUJlA.C>.%050
, .. ..,, , ... "'"''"···-- . ~::::,:"_,r_·-~- , _ , ... ._ ....... _

PROPOSED

ELEVATIONS
A3.1 --~----

CD TOWNHOMES PROPOSED EAST ELEVATION
@ TOWNHOMES PROPOSED WEST ELEVATION
® FIRE DEPARTMENT GROUND LADDER ACCESS
+25'-0"

MAX HEIGHT
FF+I0'-6" 2ND FLOOR
~~NTt~L
+25·-o·

MAX HEIGHT
FF+10'-6"
2ND FLOOR
rr+o·-o·

ISTFLOOR
@ TOWNHOMES PROPOSED SOUTH ELEVATION
© TOWNHOMES PROPOSED NORTH ELEVATION
I•·
HARPSCAPE FIRE 7
® FIRE DEPARTMENT GROUND LADDER ACCESS
FF+70'-6"
2NDFLCX)R
r 6'f"ENCE
FF+o·-o· 1ST FLOOR

BOARD &
BATTEN
FF +10'-6"
2NDFL00R
FF+o·-o·
1ST FLOOR
FF+I0'-6"
2NDFLOOR
FF+o·-o· 1ST FLOOR
SCDC

SALVATORE CARUSO

DESIGN CORPORATION
911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO
'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll
"""'

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • .

SA.WACLARA,C'AmlO
1 "'""'""'~'''"' ... ,,.,,,_ 111n:mr • .... ~.,, .. -,~-

PROPOSED

TOWNHOME

ELEVATIONS
Cl]
- • m A3
_,j_Q_
@ 930 MONROE ST
3 EXISTING ELEVATIONS
@ 930 MONROE ST
3 PROPOSED ELEVATIONS
!ICALE : 1(!"•1'-o""
@ 906 MONROE ST ~ , ,,...,._.,.
3 EXISTING & PROPOSED ELEVATIONS
- ..::~-
930 MONROE ST

ELE VA TI ONS
906 MONROE ST

ELEVATIONS
A

SIDING TO MATCH HISTORIC

RESOURCE

ALLSIDINGANDTRIMARE
DIMINUTrvETOHISTORICRESOURCE
SCDC

SALVATORE CARUSO

DESIGN CORPORATION
911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO
'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll
"""'

SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • .

SA.WACLARA,C'AmlO
1 "'"" '""' ~'''"' ... ,,. ,,,_ 111n:mr • .... ~.,, .. -,~-

EXISTING & PROPOSE ELEVATIONS HISTORIC HOMES
Cl]
PL
_/ i l ' I (
=woo ~ •c -· I 906 ~ONROE
0 PROPOSED SECTION 8-8
PL
0 PROPOSED SECTION A-A

TERRACE
i
I
9J0 ~0NR0E
SC#U : 1/9"•1'--o"
PL
FF +38 ' -0"
4TH FLOOR
FF +26'-6"
3RD FLOOR
FF + 15' -0"
2ND FLOOR
FF +10'-6"
2~1° FLOOR TOWNHOMES
FF +0'-0"
1 ST FLOOR
FF -13 '-6"

BASEMENT
PL
FF
MAX
+61 '-0"
6TH FLOOR
+49'-6"
5TH FLOOR
+.3s'-o"
4TH FLOOR
+25· -6"

JRD FLOOR
+15'-0"

SECOND FLOOR
-13'-6"

BASEMENT
SCDC

SALVATORE CARUSO

DESIGN CORPORATION
911ELOO!OOw.t,flllO,Wll'AWIA.CAf!OlO
'ltl.Mt,(Q)9"-Q7 • FAX.Mo.(Q)99Mlll
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SANTA CLARA

DOWNTOWN
~MOt,100~
SAlifAa..UA,CA950lll
1:MllnlESruDRD • .

SA.WACLARA,C'AmlO
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SECTIONS
Cl]
+32' -6"±

TOP OF ROOF
@ PROPOSED EAST ELEVATION (MONROE)
FF +84-8"

MAX HEIGHT
FF + 73' -6"
ROOF
STUCCO
l<M """"'""' 4597-1
' '
I
'
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FF +61'-0" I 6TH FLOOR
' I
FF + 49'-6" I 5TH FLOOR 1
'
FF +38' -0" l 4TH FLOOR 1
'
~26-;--6-.. - I 3RD FLOOR :

I FF +15'-Q" I
2ND FLOOR i
FF +0' -0"
1ST FLOOR
I
'
STUCCO

THUNDERSTRUCK
l<M 4924-5 PAINTED METAL SHEET IN BRONZE
I
I I L _________________________________ J
8RONZE WINDOW TRIM,TYP PAINTED METAL SHEET IN BRONZE
STUCCO
SUGAR SH.I.Cl< l<M '4619-1
STUCCO

THUNDERSTRVCK
KM 4924-5

PAINTED METAL
SHEIT

IN BRONZE HORIZONTAL
SIDI~

BOARDAND

BATTEN SIDING
STUCCO
""'"'"°" KM 4597-1
STUCCO
CLEAR SANO KM 4569-1
I
I I FF -13' -6"
BASEMENT L __________________________________________ ~

G) PROPOSED WEST ELEVATION
BRONZE WINDOW TRIM, TYP.

FF +84 '-8"

MAX HEIGHT
FF +73'-6"
ROOF
FF +61'-0"
6TH FLOOR
FF +49' -6"
5TH FLOOR
FF +38' -0"
4TH FLOOR
FF +26' -6"
3RD FLOOR
FF +15'-0"
2ND FLOOR
FF +0'-0" 1,T i:-1 nnR
FF -13'-6"

BASEMENT

SOARO AND

BATTEN SIDING
SCDC
AAICIHillTIECTUru
llNTIEl!ij{J. ]l}lESJIGN

SALVATORE CARUSO
DESIGN CORPORATION MDEI.CAMISOWL•lOI.M.'TACIAU.CA9!05'
1n.11o.!l(ll)M41 • FA.tNo.lG)!PMII

SANTA CLARA

DOWNTOWN
!Q6.~J0,~9SOM<v.,'ROEST
SANTACLJ.RA.CAOOIO
. IWIIIOMESTEADRD.

SA.'<TACI.ARA,CAOOIO
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MATERIAL BOARD
(FOR REFERENCE)
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DIEAS
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SECTION B
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unurcs.~·Fll(ll,IF1R£Ali00lliERWATtR
unurcs. -SFl!Oil ABAlfDONED WATER
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SANTA CLARA

SANT A CLARA DOWNTOWN PROJECT
906, 930, 940, & 950 MONROE STREET

PRELIMINARY STORMWATER MANAGEMENT PLAN SANTA CLARA COUNTY 1,1
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MEDIA FILTRATION DETAIL
--------------
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___ "_'-___ ..... _ .. ,_ ---·-.... _,. ___ .,,.._
© BKF ENGINEERS
C5.1
.___ __________________________________________________________________________ .L,_ __ ...J Construction Best Management Practices (BMPs)
Materials & Waste Management
Non-H:v..a rdous Materials
D Bern1 and CO\'er stockpiles of sand. din or otl1ereonstruetio n male rial wi lh la rps when rain is fo recast or when they are no! in use. □ Use (but don·, o,·emse) reclaimed water fo r dus1 control. □ Ensure dusl co ntrol water docsn·1 leave site or discharge to sto nn drains.

Elaznrdous Materials
D Label all hazardous materials ard hazardous wastes (such as pesticides. paints, thinners, solven1s, fu el. oil. and antifreeze) in accordatK:e wilh City, County. State and Federal regulations. □ Store hazardous materials and wastes in wme r tight containers, store in appropriate secondary eo ntainmcnl. and cover Lhem at the end of every work day or during wet wealher or when rain is forecast.

D Follow manufacturer·s applicatio n instmctions for hazardous materials and do not use more than necessary. Do not apply chemicals outdoors when rain is forecast within ➔ hours D Armnge for appropriate disposal of all h.i7 ..1fdous \\astes.

Waste M,mab,cmcnt
D Cover and maintain dumpsters. Check frequently 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 to prevent leaks. Neverclca.11ou1 a dwnpsterby hosing it down on the constmction site.

D Place portable toilets away from stomi drains. Make sure they arc in good working order. Check frequently for leaks.
□ Dispose of all \\astes and demolition debris properly. Recycle materials and wastes that can be recycled. including so lvents, waterbased pai111s, vehicle fluids, broken asphalt and concrete, wood, and clea1t:d vegetation.

D Dispose of liquid residues from paints, Lhinners. solvents. glues. and cleaning fltllds as haz.ardons waste.

D Keep site free of litter (e.g. lunch items. cigarelle butts). □ Prevent Jilter from uncovered loads by covering loads that arc being transported to and from site.

Constru ction Entranct.'1 and Perimeter
□ Estab lish and ma intain effective perimeter controls and stabili ze all constructio n entran:cs and exits to sufficiently control erosion and sedime111 discharges from site and tracking off site.
□ Sweep or v:icmun any street tracking immediate ly and secure sediment source to preyent further tracking. Never hose down streets to clean up tracking.

Construction projects are required to implement year-round stormwater BMPs.

Equipment Management &
Spill Control
Maintcn,wcc anti Parking
D Designate an area of the co11S1 ruction site. well away from streams or stonn drain inlets and filled wi lh
appropriate BMPs. for auto and equipment parking,
andstomb>e.
□ Perfo nn major maintenance, repair jobs. and ve hicle and equipment washing olJ si te.
□ If refuel ing or vehicle maintenance must be done
onsite, \\Ork ina bcm1cd area away from slorm dmi11S
and over a drip pan or drop clo1hs big enough to collect Duids. Recycle or dispose offl lllds as hazardolJS waste D lf vehicle or equipmem cleaning m11St be done on.site. clean with water only in a bem1cd area tha t will nol
allow rinse water to run into gutlcrs, streets, storm
dmins. or surface waters.

D Do not clean ve hicle or equipment 011Sile using soaps, so l\'cnts. degreasers. or steam deaning equipmenL and
do not use diesel oil to lubricate equipmem or pa.rts
onsite.

S1,ill Prc,•ention and Control
D Keep spill cleanup materials (e.g .. mgs. absoibe!lls and cm liuer) a,·ailablc at the conSLruction site at all tin"Cs.

D M1i.ntain all vehicles and heavy equipment. i11Spcct
freque ntly for and repair leaks. Use drip pans to catch leaks until n:pairs are made.

D Clean up leaks. drips and other spills i.imncdiately and dispose of cleanup materials properly.

D Use dry cleanup methods wlicne,·er possible
(absorbent malcri:ds. cm liner and/or mgs).
□ Sweep up spilled dry ma terials immedi:1tely. Never
altempt to ··wash lhcm away·· witl1 water, or bury
them.

Earthmoving
Gn1di11g and [art.hwork
D Schedule grndi ng and excavation work
during dry \\ eather.

D Stabilize all denuded areas. iootall and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matri x) until vegetation is established.

D Ren10,·e existing vege1:nion only when
absolutely necessary, plant tempo ral)'
vegetation for erosio n control on slopes
or where constmction is 001 i.nunediately
pl:uuJCd.

D PrC\·ent sediment from ntigrating offsitc
and protect slonn drain inlets. drainage
courses and streams by installing and
maintaining appropri ate BMPs (i.e. silt
fe 1v:es. gravel bags. fi be r rolls. tempor.uy
swales.etc.).

D Keep exca\'ated soil on site and transfer it
to dump tmcks on site. !IOI in the strec1s.

Co ntaminated Soils
D If any of the followingconditimJS are
obsen•ed tesl for co ntamination and
contact the Regional WaterQu.ality
Control Board:
- Unusual soil conditions. discolomtion.
or odor.
- Abandoned underground tanks.
- Ab:irdoned wells
- Buried barrels. debris, o r traslt
D If the abcl\"e conditions are obscn1cd.
documen1 any signs ofpolential
contaminalion and clearly mark them so
1hey are not distmibed by co11Stmction
activities.

Concrete Management
and Dcwatcring
Concrete Management
D Store both dry and wet materials under
cover. protected from rainfall and nmolJ and
away from stonn drai11S or watern'ays. S1ore
materials off the ground. on pallets. Protec!
dry materials from wind.

D Wash down exposed aggregate concrele
onlv wlicn 1he wash wmcr can (I) l1ow onto
a dlrt area: (2} drain onto a bcnned surface
from whic h it ca n be p1unped and disposed
of propedy: or (3) block any Slonu drain
inlets and vacuum washwater from the
guuer. If possible. sweep first .

D Wash out concrete equipmcnt/tmcks offsite
or in a designated washout area onsite.
where 1he water will llow into a 1emporary
waste pil. and make sure wash wmcr does
not leach into the underlying soil. (See
CASQA Construction BMP Handbook fo r
properly designed coocrete washouts.)
Dcwatcrin g
D Discharges ofgroundwmer orcaplured
nmolJ from dcwatering opemtions must
be properly managed and disposed. When
possible. send dewalering discharge to
la1~scapcd area or sanitary sewer. If
discharging to the sanitary sewer. call your
local wastewaler treatment plant.

D Divert run-on water from offsite away from
all dis1urbed areas.

D When dewatering. notif)' and obtain
approval fro m the local municipality before
discharging water to a street gutter or stonn
drain. Filtmtion or diversion through a basi1t
tank. or sediment trap may be required.

Paving/Asphalt Work
Pa\'ing
□ A\'oid paving and seal coming in wet
weather or when rain is forecast. to
preveut m:nerials thm have not cured
from contacting stormwater mnoff.

D Cover storm drain inlets and manl1oles
when applying sea l coat. slurry sea l, fog
seal, orsimilarma1erials.
□ Collec1 and recycle or properly dispose of
excess abrasive gra,,el or sand. Do NOT
sweep or wash it i1110 gutters.

Sawcutting & As11ha l1/Concretc Remo,,al
0 Protec! stom1 drain inlets during sa\\
cutting.

D lfsaw cut slurry enters a catch basin
clean it up immedfately.
□ Shovel or \'acuum saw cut sluny deposits
and remove from tl1e site. When making
saw cu1s. use as little water as possible.

Sweep up, and properly dispose of all
residues.

Painting & Paint Removal
Painting Cleanu1, and Removal
D Never clean bmshes or rinse paint
containers into a street. gutter. slorm
drain. or stream.

D For water-based paints. pailll out bmslics
to tlie e).1e nt possible. and rinse into a
drain that goes to tlic s:ulltal)' sewer.

Never pour paint down a storm drain.

D For oil-based paints. paint 0111 bmshes 10
tllC e.\.1ent possible and clean wilh tltinner
or solvent in a proper cont:1iner. Filter :u~
reuse thinners and solve111s. Dispose of
excess liquids as hazardous waste.

D Sweep up or collect paint chips and dust
from non-h:uardotJS di)' stripping and
sand blas1ing into plastic drop cloths and
dispose ofas trash.

D Chemical paint stripping residue and clllps
and dust from marine paints or paints
containing lead. mercury. or tributyltin
must be disposed of as hazardous waste.

Lead based pai Ill removal requires a s1ateceniflcd co ntractor. □ Clean up spills on din areas by digging up and
properly disposing of con1amina1ed soil. Landscaping
D In areas of known or suspected
contaminalion. call your local agency to
determine whether the grmmd waler mus! be
tested. Pwnped groundwater may need to be
collected ai~ hauled off-site fo r treatment
and proper disposal.

Pollution Prevention Program
D Report significant spWs to the appropriate local spill response agencies immedimely. Iftl1e spill poses a
sign.ifica.nl hazrd to luunan health and safely, property or the environme nt. you must report it to the State
Office of Emergency Services. (800) 852-7550 (24
hours).
□ Protect stockpiled landscaping ma terials
from wind and rain by storing them under
tarps al I year-round.

D Stack bagged material on palle1s and
under cover.
□ Discontinue application of any erodible
l:mdsc:1pe material ,,ithin 2 days before a
forecast rain C\'CIII or during wet weather.

Storm drain polluters may be liable for fines of up to$ I 0,000 per day! © BKF ENGINEERS
C6.0
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TYPICALAERW..ACCESSSECTION
--
PIERCEFlllC TRUCK
(105'1/ERTICAL/100'
HORIZONT.ol)

MONROE STREET
(FIRr-ACCESS ROAD)
FIRE FLOW CALCULATIONS:
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C7.0
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PROJECT SUMMARY:

1. 0\',t,IER/SUBDIVIDER: LAMB PARlNERS LLC.
535 MIDOLEFIELD RO, SUITE 190
MENLOPARK, CA94025

2. MAP PREPARED BY: BKF ENGINEERS CONSUL TING ENGINEERS 17JON.FIRSTSTREET,SUITE600
SAN JOSE, CA 951 10
(408) 467-9100
COITACT: PATRICK CHAN, P.E. (LICENSE # C83189)

3. GEOTECHNICAL ENG.: ~NERSTONE EARTl-lGROUP
1259 OAKMEAD PARKWAY
SUNNYVAL.E,CA94085
(408) 24$--4620 cx»ITACT: MAURA F. RUFFATTO, P.E.

4. APN 269-20-086/087/095

5. GENERAL PLAN USE: CO.O,IUNITY MIXED-USE

6. EXISTING LAND USE: CC».IMERCIAL ANO RESIDENTIAL USE
7, PROPOSED LAND USE: MIXED- USE (RESIDENTIAL/MULTI-FAMILY AND COMMEROAL/RETAIL-RESTAURANT)

8. EXISTING ZONING: HT-HISTOOICAL COMBINING
(906 MOOROE ST. ANO 1341 HOMESTEAD ST .. APN 269-20-095);

OG-GENERAL OFFICE
(9::50 MONROE ST., APN 269-20-087);

CC-COMMUNITY COMMERCIAL
(940-950 MONROE ST., APN 269-20-086);

0.88 ACRES (38,217-Sf)

SILTY CLAY LOAM/SANDY LOAM
1J. OEPTH TO GROUNOWATER: 12- n

14. FLOOO ZONE ELEVATION: ZONE X

15. NUMBER OF STORY: 1 LE\£1. OF BASEMENT
TO'MIIHOMES: 2 STORIES (ABOVE GRACE)
CONDOMINIUM: 8 STORIES (ABOVE GRADE)

16. OCCUPANCY GROUP: R-2 (5 STORIES OF RESIOENTIAL, 2 STORIES OF RESIDENTIAL), A-2 (GROUND l.E\£1...) ANO S-2 (PARKING AT BASEMENT LEVEL)

17. TYPE OF CONSTRUCTION: TO'MIIHOI.IES: V-A
CONDOMINIUM: I-A FOR BASEI.IENT ANO GROUND LE'va, V-A FOR UPPER

19. PROPOSED HEIGHT:

NO. OF CONDOMINIUM UNITS PROPOSED:

NOTES:
'1CS
74'-o·
60 CONDOMINIUI.I UNITS PROPOSED
LOT 1- 55 RESIDENTIAL CONOOMINIUM UNITS
1 CONDOMINIUM UNIT FOR ALL FLOOR COMMOO AREAS
2 BASEMENT PARKING GARAGE CONOOI.IINIUM UNITS

J RETAIL CONDOMINIUM UNITS
LOT 2- (E) SINGLE FAMILY HOME

LOT J- (E) SINGLE FAMILY HOME

1. THE FILING OF THIS VESTING lENTATIVE MAP IS CONCURRENT TO THE PLANNED OE\£1.0PMENT REZONING AND THE PLANNED OEVELOPMENT PERMIT PLN2020-14457.

THOSE PLANS ANO STANOARDS 'MLL BE INU.UOEO IN THIS SUBMITTAL.

2. THIS MAP PR0',10ES FOR THE CREATION OF TWO SEPARAlE LOTS FOR SINGLE FAMILY

RESIDENTIAL ANO A SINGLE, OEVELOPABLE LOT TO BE FURTHER SUBOMOED VIA SEPARAlE RESIDENTIAL CONOOMINIUI.I MAP INTO 60 CONDOMINIUM UNITS.

J. UTILITY OEDICATIONS: THE 00-SllE STORM DRAIN, SANITARY SE\lo£R, ANO WATER SYSTEMS WILL BE PRIVAlELY MAINTAINED.

4. ANY EXISTING WELL(S) ON THE SUBJECT PROPERTY; TBD.

5. ANY POlENTIALLY OANGEROUS AREAS WITHIN ANO AOJACENT TO THE PROPOSEO SUBOIVISION ANO ON LANDS IMMEOIAlELY ADJACENT THERETO: NONE.

6. NO EXISTING PUBLIC OR PRIVAlE EASEMENTS OF UTILITY, DRAINAGE, SEl'ER, PARKING ACCESS ANO OTHER PURPOSES.

VESTING TENTATIVE MAP

MONROE STREET

FOR CONDOMINIUM PURPOSES
906, 930, 940 & 950 MONROE STREET
AND 1341 HOMESTEAD STREET
CITY OF SANT A CLARA, CALIFORNIA 95050
PLN2020-14457
' ' ' ' '
APN 269-20-086
LAMB PARTNERS, U.C
(0.52AC.)
940. 950 MONROE STREET
- ~=-~~--= -
---~--+-+:-
LOCATION MAP SCALE: 1"=50'-0"
BASIS OF BEARINGS: THE BEARING OF S66W'4J"W ALONG THE CENlER LINE OF FRANKLIN

STREET, BETWEEN MADISON STREET AND MONROE STREET AS SHO'MII HEREON, AND AS SHO'MII ON BOOK «2 OF MAPS, PAGE 26.

BENCHMARK: THE BENCHMARK USED FOR THIS SURVEY IS BENCHMARK A-9, FOOND AT BENTON STREET ANO MONROE STREET, SE COONER, TOP OF LETTER •c• IN WORD "CAL" ON TOP OF CATCH BASIN HOOD.

ELEVATION• 78.21 FEET (NAV088 DATUM)
UTILITY COMPANY:

I. ELECTRICITY SILICON VALLEY POWER

2. GAS

OTY OF SANTA CLARA,
WAlER ANO SE\'£R DEPARlMENT
MISSION TRAIL WASlE SYSlEM (a.EAN GREEN)

5. RECYOJNG RECOLOGY SILICON VALLEY
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VICINITY MAP
NTS

SHEET INDEX
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TM-2
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TITLE SHEET
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ABBREVIATIONS
== """""- == ASPHALT CONCRElE LG UP OF GUTTER

AREA DRAIN MH MANHOLE

ASSESSOR'S PARCEL NUMBER MO, MONUMENT

BUILDING M NORTH/NEW
BENCH MARK N.A.V.D. NORTH AMERICAN VERTICAL DATUM
g~~o3"rlAifili N.G.V.O. NATIONAL GEOOETICS VERTICAL DATUM NO., I NUMBER
CURB & GUTTER ,rs NOT TO SCALE
CENlERLINE P.A.E. ESS EASEMENT
CONCRElE PCC MENT CONCRETE

CURB RETURN PL
CENlER OF VERTICAL CURVE " DIAMElER " PV

DRAWING R RAOIUS
END OF CURB RETURN RCP REINF~CED CONCRETE PIPE
ELEVATION " RIGHT

EDGE OF PAVEMENT RDW RIGHT OF WAY
END VERTICAL CURVE (S) ORS. SOlHH EXISTING ST. STREET FACE OF CURB SlO STANDARD FEET SW SIDEWALK LEFT S.W.E. SIDEWALK EASEMENT
LENGTH n,,, TYPICAL LIN[ARl'EET ~iEE UNDERGROUNO ELECTRICAL EASEMENT VERIFY IN FlELD W/
(W) '"'" WEST W.U.E. WATER UTILITY EASEMENT
Ci) BKF ENGINEERS
Cl!RTFICATl!B I APPROVAL&
Drawing Number;
!i! TM- 1
Iii ~-------------------------------------------------------------------~------__I_J_1 __.!:!."___!,2:....J

2. ,UOISTNICESIIIOOIIIEIISIOIISAAES:iO'lflJlfEET
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• ' . ' CITY OF SANTA CLARA ARBORIST NOTES L Nocuttlngofany par1.o(ci1ytree., lncludlngroou,,hall bedoncwlthoutteCUJ'ing approval anddire<:t1ul)(.'rviaonfrouithecityarborietorarborlsten1pleyedbycity (408•615·3080).

2. Nocuttingofanypartofprl~atetree.,includlng roou,1hallbedonewilhoutdirect 1upervisionofllllinternationalaocietyofarboriculture (ISA)certifiedarborisL

3. WhenconttrucUonOCC\ll$wlthin thedriplineofexi1tlngtrett,contn1<::tor11wlpile the 110ilonthe1ide~fror.ithetree. Whenthi.sisnotJ)0811ible. placesoilon plywood,t.arp,or4"•S"thlckbedofmulch. Thisisto helppreventcutting!ntothe aoll 1urfMewhenthebAckhoeortract.orhladerefillsthetrench.

4. Reflllopenl.tf!nche.Quieklywithlnhouraofexcavationwhentheyoccurwithinthe drip line of exiirtingtree& If this is not possible and the weather is hot. dry, or windy, oontractormuatkeeprootendsmoistbycovering themwithwetburlap.Ifthe temperaturelaSO"for treater, the burlap must be inspected every hourandre-wotu neceliliarytomainUinaconttantcoolmoistcondition. lfthetemperatureisbelow 80",theburlapmustbeinspectedeveryfourhoursandre-wet asneoessaryto maintaina.conatantcoolmolstcondition.Smallrootscandryoutanddieinl0-15 minutes. Large.-rootacansuccumb inanhQUI'orle,ssunderunfavombleweather conditions.

5. Whenroots2" orlaJl8ran,rnqulred tobecut,,shovelbyhandneartheroouand prunetherooU1withanindUJtry-approvedpn.nln11too1.Root.t1thatan,.:cidentally broken•hould be pruned two inche.from the damaied end. Crushedoctom roots an,morelikelytoallowdecaytobej:in. Sharplycutrootaproduceaflusholnewroot.s helpinglhetreetorecover fromitslnjury.

6. Contractorshallootifythe cityarboristorarboristemployedbycity72bounin advanceofanywori:requiriagdiggingaroundorwithinthedrip lineofexi'ltin,trees.

7. Aclearsystemofflaggi112mustbe providedaroundtreeswithin20'ofthepropoaed grading. Contractor shall .secure approval of f!Ueh system from the city arbotilJI or arboristemployedbyciiy.

8. Materials,equipment,temporarybuildings,fuels,paintaandotherconstructi.on itemsshallnotbeplaoedwithinthedriplineofemtingtrees.

Pa~lof4

2.-..----.........

SECTION A-A '-:..=...=.~~~~-.::.:::..
-laqn,IN.

4. f'ro,,lff --..m -•~ ... -mo for \No ~<~_°it..-s,,.'.;'-F-ioo~f!.. ... ""
I I Tree Well Detail

CITY OF SANT A CLARA

ARBORIST NOTES

9. Fencealltrees1oberetainedtocomple-.elyenclosetlv,trttprg1egJopl9ppnl'\orto demolilion,grubbiogorp-ading. Fenci.ngshallbeplacedatthedrlplineofexlsting tree1or, ifpoaeible,L5timeuheradi..-ofthe driplineootfromthetronkofthetl'ee.

A be prominentlyd1'pi.,edon each fence. be a
minimumol8.5"xll• and lret PM!NlliOP J90ft lhia fence
not be remoffd without appronl from lheei11" vboritt/projeet vbori1t". equtvaleot,uappl'Oftd by city. Fence, ,hall
remalnuntilall,r.djngandconttruetion work la completed. Inddition, wrap all to the rim r.iain branch.and then wrap11I10W fencl1111
around thewaddleonall t.reN In the collatnlCllonmne to l)l'Olect them t'rombark dama,:e ca\19edbythework.

10.Notrenchinglhallbedonewithinthedripl.ineofexiln.ingtreeswithouttheapproval ofthecliyarborlstorarborlstemployedbyclty. Open trenchin,llin the root :zone of a publ.ic1reeP:prohibitedexoeptinCM8$wherethetrenchingfalbwtsidethedrip lineoflhelreeinvolved. Exceptiooamaybeallowedi(intheopinionolthecity arooristOTarboristemployedbycity,theimpactoftrenchingonthelreewillbe negligible.
lL Anycuttingofexistingrootsofcitytreeslhallbedonewithapprovedlightequipment underthedirect.upervisionofthecityarboristorarboristemployedbycity. Any cuttlna: of existi"II roota of private trees ah.all be done with approved equipment underthedirect.upervialonof1U1ISAce11lftedarboriat.

12. Gradina;shouldnot createdntinqe probiem.fortreesbychanuelln.,wateTinto them,orcreatln(.unkenan,u.

13.AlllfTll(lina;withinthedriplineofcitytreeiilhallbedonewithapprovedlight equipment under the direct.upervision of the cilJ' arboristor arboristemployed by city.Allgradingwithinthedriplineofprivatetreeslhallbedonewithapproved equipment under the direct ,n,pervision of IUI ISA certified arlioriat. The original llf!Cl'!Bl&l'y, drywel.lsshouldbeused.

14. WhentreDChingP:allowed,theoontractormtllllfirstcutrootawithavenneerroot cutterpriortoanytrenchingtoavoi.dtuggingorpullingofroota.

15. Treealhat aredeterminedtoberemovedbythe cityarboristor arborist employedby citydueto 1111unforeseencircwnstancedwingoonatructiooahallbereplacedbythe Pagc2of4
• . '
Tree De tail
Planter Strip

CITY OF SANTA CLARA

ARBORIST NOTES
contractor. The city arboristor arboriltemployed by city shall determine the replacementspecie,aize,,;iuantity,and1pscing.

16. Place4"-IS" thickmulcharoundall existinttrees(oot tolheirdrip line)lhataretobe wlthinthcfcncin,glU'(!a

17. Bore pits are not allowed within thedripllne of any tree.

II, JlQlW«i.

Where there Is Insufficient 1psce to bypaathe drip line by trenching adjacent to all exiStinf lTOOMin 8Xcell&of5"0BH,theiru,tallationmuatbemadebybnrina:. 11,e beginningandendingdistanceoftheborefromthefaceofthe treelnanydirectlools dctermlnedhythediameterofthetreeulll)eCifledbytheaooompanyinftable:

Trenchingwillbereplacedbyborinfat
When the tree diameter at4¼feet ia:: lhia minimumdatance fn:>m the face of thetreeinanJdirectioo:
0-2 inches 1 foot
3-4 inches 2 feet
inches 5 feet
10•14 Inches
15-19 inches
overl9 inches
Tree diamete r
9inehe.orlesa
10-14 inches
15-19 lnchl!fl
20incheaormore
Ill.TREE PBOIECTTON
10 feet
12 feet
15 feet
m.inimwn de thofbore

2.5 feet

3.0 feet 3.5 feet

4.0 feet

1. Contractor shall tag and identify existing trees which are to remain within the project l.imita and on the public right-of-way prior to of work. Protect all tagged trees at all times t'rom damage by the work. Treatment of all minor dam8,lfe to taa:,ed trees shall be performed by an ISA ce11ified arborP:t or other personnel approved by thecityarboristorarboristemployedbycity. Ifaiaggedtreelapennanently Pagc3of4
A
_J

CITY OF SANTA CLARA

ARBORISTNOTES
disftguredor killed u aresultofthewort.contraetorshallremovethetree, lnelud!ng itaroots.fromthe 1itelllldreplaceeachremoved treewithanequal•1lz.ed tree.If such replacement isoot poaeible, thecontractor1hallreimbul'!le to the tree owner the amountliltedinthetablebelow. lileeityarborilltorarboristemplayedbyclty•liall bethe.alejudge oftheconditionofanytree. Contraetor1hallprovide re,ular waterlntol emtinf landacapin,: within the eoru,tn.etlon through the eollltnlCtlonper\od.

2. Cootnctor shall pay the tree owner the value of existing trees to remain that died or ~redamagedbeeauteorthe eontractor'1failuretoprovldeadequateprotection and maintenanc.. The payment amountahall be In accordance with the following IIChedule olvalue.. methodelltahl!shed In the most recent ta mo of oftreeandlandseapearchitecta.
' --incbn ;"""' l0incbel
11 inche,ii
,.,_
12 inchea
14 15 Inches
16 lnchff
17 inches
18 incht# and owr:

Addfor eacbcal•...,r incb
$ 2,400
$3,400
$ 4,400 $ 5,200
$6,200 $7,200
$8,200
$9,200
$ 10,000 $ Jl,000
$12,000
Pagc4of4

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ȱǰȱȱşśŖśŖ AppendbcH • TREE PRQTECT]QNGUIDEUNE5ANDRE5TRICT]QNS Protectlng TreesOuringc:onstructlon:
1) Belore lhe start d lite work, ec,.iipment or rnalerillls move In, deamQ, excavation, conslruCl:ion, oroctw~onlhesite, everytreetoberetainftdshalbesecurety fenced- offudelineatllclinappmvedplant. Sucnleno&IWlremaincontinuoustyin pli>Ollforlhe dl.noondlhe\110111UflOllrt.lkeninconnedion,.;it,lhedevelopment 2) lflhep,oposeddevelol)ment, inelidinQanysltewcrt, wiletOOad'l~lhetree prolectionzone, specialmeasuresshal beutilized,asapprovedbylheprojed arborist,loalow-lherootstooblainnecessaryoxygen, watBJ, andnulrients. 3)Unde!gfwndlrenching5halavoidthemaj0rsupportandabliortlingtreefOO!sof prol4Cled b'-. If avoidance ii .-r,~1. hand exeaYltion ul'ldertlkln ur'IOer lhe supervilionoflheprojedarboristmayberequifed. Trenches lhall beconsolidltedto Mr'Qasmanyunitsasposlible. Boring/tumelingl.lfldeffOO(Sahouidbeoontidsed ISll'lllt&'nlltivelotrenehing.
•> Cono-eteorasphallpr,ingll'alnotbepllceda,,erthel'OOltoneS ofprot«ledtrees, unlessOlherwisepermittedbythepro;ect
5)Artificilli'rigalionsha
·-· Nnotoccu-W!ll'linlhel'OOlzoneofnativeoak1, unlesl
deemed approprial8 on a lerroorary ballii by the pro;eci artJoris! to improw tree vigor or mitigallll'OOllou. 6) Compaclionoflhesoiwithintietreeprolectionz:oneshallbeavoided. 7) Atry eiavalion. eutti'lg, or fAi'lg oflhe existing ground s...-taoe within the treepn:,teclionzonelhalbeminimizedandaubjecttollld'lc:ondition1111heproject arboris1 may impose. Retainirg walls shall likewise be designed, sited, and COllllrucllld lominimimlheirimpactonprotlldedlnles.
8) Bumngoruseofequipmentwithanopenllamenearorwilhinlhetreeprotection zoneshallbel\'Oided. AlbnJsh, -'1,1ndolherdebris 1haUberemovedin1 manner lhatpreventtinjurytolhetree.
9) Oil, gas, cnemicals, paints, eenent, ttuoooorothertubstaneesthatmaybeharml!Ato lfeesshallnotbeSIOredordlmp!ldwill'linthetreeprotectionzoneofanyproted!ld tree, oratanyotherlocationonlhesitefromwtiidisuehsubstal'IOesmighl &nt«lhe treeprOtedionzoneofapn)leCtldlflll. 10)Constructionmalllrillls lhallnol be lloredwilhin hi tree protection zorwda prot«:tedtree.

Project Arborist Duties and Inspection Schedule:

The projectal'borisl islhe person(s)responsiblelorcarrying out technical tree inspections, aunsmentoflrffhea!th,struchNandrisk,arboristreportpreparation, oonsultationwilh designers and municipal plamers, specifying tree proledion meaS1Kes, monitoring, progress reportsandfinalinapedion.

Aqualifiedprojedarborist(orrnn)shouldbedesignatedandassignedtofacilbtellld insuretreepreservalionpraclices. Helshe/theyshouldperformthefollowinginspedions:

I0JPftdjonoftil!rPri9Jlo09lriProtalandCMterial&OJOY111n litoWQrk demolition QQC§IQ'liliOoandll'.f!OCCOlPY81' Theprojecl91'boristwilmeet withlhegeneraleontrac:IOI', arehttecllengineer, andownerorlheirrep-esentalive toreviewtree preservationmeasi.es, designatetreeremovals, detineatfllhelocationoftreeproteetion tel'lcing,specifyequip:'f)enl accessroutesandmaterialsstorageareas,reviewlheexistingconditionofb'eesaridprOYide any neceasary recommendalion1.
l03QOCjlonof1rto· Qurioooxcavationoraov&ctMtintnPIG9Mk!PlloGltrffl· Inspect sill! durlnganyactivltywithlnlhe TreeProtectionZol'\e5ofpreservedtreesafldany recommendations implemented. Assess any changes in the health of tJees since last inspection.

Final lnsPftdion of Sitt• lnspec;tioll of site following completion of construction. lnsi:,eet for treeheallhandmakeanyneoessaryrecommendations.

KurtFoutsshalbelheProjectArboriftlorlhi1projecl.All5checMedlnspec:tions1hal lncludeabriel TreeMonitoringreport,documentingactivitiesandprovid!ldtotheCity Arborilt.

Tree Protection Fencing
TrNProlectionlencing lhlUbe lrttaltedpriortolh1 1nivalofconatructionequipmentor materials. Fel'IOe shaR becompri5!KI of six-foot chain link fel'IOemounted oneight - fooltal , 1 and718-lnchdillmeter galvanlied posta, drlven2• 1nchetlntothe groundand lptloed on a minimumof10-loot cen11rs. Onc1 11tat,1ished, lhefence mustremeinundisturbedand be maintained throughout the Q)RSIM;tion process uni~ final inspection.

A final inspection bylhe City Arborislatlheendof the projedw.llbe requiredpriOl' IOren'IOW'IO any tree protection fencing.

Tree Protection Signs
AJlsectionsolfencnglhouldbedeartymarlledwill'ltignsstatin(llhat allareaswitllin the tencr,g are Tree Prolection Zones and 11181 distufbance Is prohibited.

Monitorins
Arr,treoching,constrvdionordenolitionlhatlslXplClll<ltodamageorlf'IClOl#'ltertreeroots ~rr.!.~bytheprqedarboristoraqualifiedlSACertifiedArboristandahouldbe ThesileshouldbeevaluatedbytheprojectarboristoraqualifiedlSACertifiedAltloristatter constructioniscomplete, andanynecessa,yremedialworklhatne«lstobepedormedshould benoted.

Root Pruning
Root pruning shall be supervised bylhe project arbofist WhenfOO!sovertv.oinchesin diameter are enoountered they should be pruned by hand w\tl'l loppel"s, handsaw, reciprocating saw, or et,ain saw rather 1han left crushed or tom. Rools should be CUI beyond liMIII' l'OOls or outsidarootbranchjunctionsandbesupervisedbytheprojedarborist.Whenmmpleted, exposedrootsshouldbekeptmoist'Mttlbur\aporbackfiledwithinonehour.

Tree Worlc Standards and Qualifications
Altreework,re,'l10Y8l,pruning,pl1nting, shalbeperformed1.11in(linduslrystantlardlof workmanship at establlthed In the 8est Management Prac:tion of the lnlern8tionll SocietyofArboriculture{lSA)andlheAmericlnNationllStandardslnstiMe series.Safely Requirement, in Arl:>oricu/fur!f Optntlions ANSI Z133-2017, Contractor ioensing and insunlooe shall be verified.

DuringlrNl'S'TIOYllandclearanoe, HliionaoflhaTreeProtactionFencingmayneedtobe ternpo111rif'/dismandedtocompleteremoYII 1ndpn.ning specfficationl. AAMeadlsection is completed, lheiencng it lobe~.

Treestoberemovedshallbecutinlosmalermanageablepieoetcontislentwithsafe arboricultural praclioes, and careluly removed so II noc to damage any surrounding trees or 1lrUCl\.l'es. Thelreesshall becutdownasc:toselogradeaspossible. Tree removal is tobe l)l!fotmed byaqualifiedcontraclOr.....,..validCityBulinesl/StaleLicensNandGtneral Liabilily Ind WOltm\8n'I COmpensation inlllrWICI.

A @ 7' 6" A @ 7' 6" A @ 7' 6"
A @ 7' 6" A @ 7' 6"
A @ 16'
A @ 11' 7-3/16" A @ 11' 7-3/16" A @ 14' 2-3/8" A @ 15' 8-3/8" A @ 15' 8-3/8" F @ 9' 8-3/8" F @ 9' 8-3/8" F @ 9' 8-3/8" G @ 3' 2-3/8"G @ 3' 2-3/8"G @ 3' 2-3/8"G @ 3' 2-3/8"
G @ 3' 2-3/8"
G @ 3' 2-3/8"G @ 3' 2-3/8"G @ 3' 2-3/8"G @ 3' 2-3/8"
G @ 3' 2-3/8"
G @ 3' 2-3/8" G @ 3' 2-3/8" G @ 3' 2-3/8" G @ 3' 2-3/8" G @ 3' 2-3/8" G @ 3' 2-3/8" B1 @ 7' 6"B1 @ 7' 6"
B1 @ 7' 6"
B1 @ 7' 6" B1 @ 7' 6" B1 @ 7' 6" B1 @ 7' 6"
A @ 11' 7-3/16" A @ 11' 7-3/16" A @ 11' 7-3/16" A @ 14' 2-3/8" A @ 16'
A @ 16'
Project: Santa Clara Downtown, Monroe Street |
PC#20-14810
Client: Salvatore Caruso Design Corporation
Designer77.67Date
Scale$V1RWHGRevision No.5YSummary
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TRASH MANAGEMENT

City Council and Authorities ConcurrentAugust 22, 2023

City Council and Authorities Concurrent
August 22, 2023