GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
TENTATIVE TRACT MAP
TITLE SHEET
PROJECT DATA
SHEET INDEX
!
T
PROJECT)__
SITE •
Ct>
SNPTax&Financ lal
I QCATIQN MAP
SCALE: 1" - 500'
BENCHMARK
IIV?l/CAL D,HU/J: NAW 8& ELEVATION WAS ESTA8USHED 'MTH CNSS OOSfRVATION.
BASIS OF BEARINGS
THE BEARING N61"40'00"E BHWEEN FOUND MONUMENTS ON GIANERA STREU AS SHOWN ON 682 MAPS 23 ,'J/0 833 MAPS 47 WAS usm AS BASIS OF BEARING.
ALL OISTANC£S ANO 0/M[NSJONS SHO'.m ARE IN FffT ANO OfCIMALS TH£REOF UNL£SSOTH£RllfS£NOITTI.
UTILITY NOTE
THE SURFAC£ ununrs SHOWN ON THIS ORA'MNC HAI,{" BEEN LOCA1f:0 BY nao SURl-£Y. TH[ UNDfRGROIJNO UTILITIES SHOWN HA\.E" 8£fN COUP/LED FROIJ RECORDS a' THE VARIOUS AGENOE5. THE SUR'tfYOR ASSUMES NO RESPONSIBIUTY ~ouZ:f: ~r;:,::D ~~~SIN~Zfii/15nL7,1l RECORD UTIUTY INFOOMATION LEGEND
D..E..S..CBJ..!
-- - - - -- TRACT/ LOT BOIJNDARY
---W--- WATER
•
CURB ,t GUTTER
SIDEWALK
STREET LIGHT
FENCE
CONTOUR ELEVATIONS
.E.X!S.Il.t!G
□
□
□
---0
TENTATIVE TRACT MAP
2303 GIANERA STREET
SANTA CLARA, SANTA CLARA COUNTY, CALI FORNIA
ABBREVIATION
"' :g
BW
c,_
£X
FC
FF
FC
n
C£
CB
HP
'"' p
PA£
PPAE
PSDRE
PSE
PU£
~
s"" 50£
SSE
TC
m'
"' '"
AGGREGATE BAS£
~f:t·h; .... 7;rcRETE
BOTTOM OF WALL
CENTER LINE
EXISnNG
FACE OF CURB
FINISHED FLOOR
FINISHED GRADE
FLOW LINE
GARAGE ELEVA n<JN
GRADE BREAK
HIGH POINT
INVERT ELEVA nON
PAD ELEVAnON
PRIVATE ACCESS EASEMENT
PR/VA'Tf: PEDfSrRIAN ACC£SS EASEMENT
PR/VA TE STORM DRAIN RELEASE EASEMENT
PUBLIC SERVICE EASEMENT
PUBLIC unUTY EASEMENT
RIGHT OF WAY
RECIPROCAL YARD EASEMENT
SIDEWALK
STORM DRAIN EASEMENT
SANITARY SEl',£R EASEMENT
TOP OF CURB
TYPICAL
TOP OF WALL
WATER LINE EASEMENT
CITY AND COUNTY OP SAN FRANCISCO
~'.!!... SD
•" " 11>-wX!J_ ~d-•\!;t - ~-
G .--.------ G -----.--..----- G ------., .. G - G
SITE PLAN
4. ASSESSOf(SPARCEL NUMBERS:
5. PROP£RTYD£SCR/Pll0N;
7, PROPOSlDUSl:
8. EX/SllNG ZONING:
9. GENERAL PLAN LAND USl
10. PROPOSED ZONING:
12. NET AREA
/J_ TOTAL NUMBER OF EXISllNC UNITS
14. TOTAL NUMBER OF PROPOSED LOTS
15. TOTAL NUMBER OFPROPOSEfJ UNITS:
15. ummEs
a. WA'Tf:R:
b.SANIT,l,RYSEIIE/c
c. STORM DRAIN:
d GAS AND Ei£CrRIC:
e. TUEPHONE:
f. e,.,BLE W.
C/ANERAL STESTArE LLC
/885LUNDY At!; SIJl'Tf: 200
SAN JOSE, CA
CONTACT:V.C.I.ARCHITECT/JRE
PHONE: 650 210 8800
C/ANERAL ST ESTATE UC
l885LUNOYAV£. SUITE 200
f;;;T~f.t1.ARCI//TECT/JR E
PHONE: 650 210 8800
ZD,/ENC/NEERSINC.
39116 FREMONT HUB J/045
FREMONT e,., 94538
510- 513- 7795
CONTACT: Slit/ON ZHANG
104- 06- 037
A/.lOFPARCCl..1,ASSHO._,Q/IIIATCCl/7AJNMAPC/m71.£1),'pARCEJ..11APOFARES1.JlD',ISIOH ~~ ~S'/0~ u::: ~"':?n:~c::r~~~;:;on:2:
5N/rA aM'A,. SW[ OF CJJIORf//A QI JAMJM'Y !It 1!179, IN 800( 4:J,4 OF IIAPS; PAGC(S) 19.
RESJOENllAL
PO APPROVED IN 2007 FCW RJ- 18[)
RESIOENllAL NEIGHBORH(X)()
Pi.ANNEO DEV£LOPUENT
0.388:i:ACRES
I RESJOENllAL UNIT
II LOT(BSJNGI..E- FAMILYLOTS.t- J HOA LOT}
8 S/NGI..EFMIILYHOMES
CITY OF SANTA CLARA
CITY OF SANTA CLARA
CITY OF SANTA CLARA
PACIFIC GAS ANO ELECTRIC
AT.i-T
COMCAST
15. TOPOGRAPHIC INFailt/AllON SHOWN IS BASED ON nrro SURVEY BY ZHEN's LAND SVRV£11NG CORP. IN OCTOBER 2022.
16. fl.000 ZONE: THE PROPERTY IS It/THIN ZONE X (AREAS It/TH R£DI.JCED FLOOD RISK ()(JE 10 LEV££) PER FLOOD INSVRANCE RATE /JAP, COM!.IUN/Tr PANEL NU/JBER, 06085C0064H, OArED MAY 18, 2009.
TM- 04 LOTTING PLAN
TM- 05 PRELIMINARY GRADING AND DRAINAGE PLAN
TM- 06 PRELIMINARY COMPOSITE UTILITY PLAN
TM- 07 STORM WATER CONTROL PLAN
TM- 08 STORM WATER CONTROL CALCULA !IONS
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/202~
,s
"'°""
TM-01
GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
TENTATIVE TRACT MAP
EXISTING CONDITION & DEMOLITION PLAN
WTB
LOT 17
I
L
LOT 9
5.5' ~· COO<C WALL
610 MAPS
CITY AND COUNTY OF
434 MAPS 29
PARCEL 2
(16893± SF)
N61"52'05"E 12000'(3)
SAN FRANCISCO
Rfll01£EX. CASllfTER
LOT 18
L
1.00·-,
-~!..:_~u•~ El -~p-. ,,
wl
I
I
~ SD - SD - SD ---=:___JSD _ __,.,<l-'-
N6r4{J'OQ"[ 634.00'(l,Hl)(1) I
~ASISOFBEARING ___,..., -,-
~G-G
SO~SD 61'40'()()"[
"'!!" _4'(!,Hl)(2) _ ,,,.., __ _____ct.~•
SET MAG&:SHl!'<NER
~ ,~SITEBENCHt.tARK
~G ~G ~G t ,£ ~G ~G ~G O EW/sll'lj ~_.
ex SCJlfRLArrRAJ. 1V8£A8/tNIXJfl£D
--=-~-- SS --- S ♦ SS ~ SS --- SS ~ SS ----0
"
434 MAPS 29
PARCEL 3
C=:JR£UO'.lf:£ X.STRUCTURfS
c= REUO'-£ [X. SIDEWALK, Cd"G
~ R£JIO'.lf:[X.ON -SJ'fE PA\£R
C=3 RD/01,,f;[X. ON-CfTECONCR£TE PA\£/,IENT
Ld £X. SIDEWALK IDR[UA/N
=
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/202~
TM-02
GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
NO PARKING
TENTATIVE TRACT MAP
SITE PLAN
I
LOT 9
L
610 MAPS
L
~G-G
434 MAPS 29
PARCEL 3
hr-~,,.,-,-----,-;--,--t '1,,c'~ r.l.~-,,--,----,-..,..,-l:-7,---,l>cl'r,l'-"~7--:,~,~:,c~,,'rie"'£E~..,~-~-,.,-;.ITEc'E' - ~E - El I w
e· J'1--~arr=sro.?2"";~._.,,~- ,~-
•..
SO-------SD
-G~,loo-G
~
SET MAG&SHl"<NER
,~SITEBENCHt.tARK
~~ 0
~, --.,_.G ~GI ,£ ~, ~, ~, Ewi.Ll.S\§" ~ ..
--=--~~ss --- S ♦ ss ~ ss -- s ~ ss --_ 0
-G --GEl,\CK'1"l~G - G ___Q_________:;,.G
TYPICAL PRIVATE STREET SECTION
111TH WALK / DWY
N.T.S
i
0.5' I Q,5' f--- I
___ J ____ - C -- J
- f_£ p"""jl£Jlfllr i [X.PA/.flKJ{f -----c-~
RfMQ L£fX. Sllf(,C.f1:s "--aCURB.tGUT7ER
ANDINSTAU N£WGTY
STD.SIIK, c.tc
TYPICAL GIANERA STREET SECTI ON
-c::::=J
r;·~
L"._.:____',_J
=
tl.T.S.
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/202 ~
" "'°""
TM-03
GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
TENTATIVE TRACT MAP
LOTTING PLAN
I
LOT 9
L
610 MAPS
LOT 18
I
I
I
I
I
I
I
I
CITY AND
7'PSDE
TOBENERTlOTSI - J,B
N61'40'00T 49.50'
7'PSDI/£
7'PSD€
LOT 3
1348.87sr
TOBEN£ATLOTS 1,2,8
N6/'-IIJ'OO"E 49.50'
LOT B
N61'40'00T 49.51/
LOT 2
/J#J.87Sf
I 7'PSD£
I TOBENU/TLOTS I. J- 8, AB AND C
N6PW'OOT 49.50'
l'PSlJRE
T08£NERTLOTS2 - 8, A,BM'OC
LOT 1
1815.8/Sr
L ~:q~
---~c,' L---~ ~ _ 47.~
wl
I
I
~SD-SD-SD---=:___Jso----..,,- -
N6r4{J'OQ"[ 634.00'(l,Hl)(1) I
~ASISOFBEARING ___,..., -,-
~G-G
COUNTY OF SAN FRANCISCO
l'PSOC
N6r40'00"E 49.50'
l'PSDRE
LOT 6
N6tWJ'OOT 49.SO'
LOT C
JJ4.IJSF
N6r40'()()"£ 49.50'
LOT 7
IJ4881SF
l'PSlJE
N61'40'00T 49.50 '
l'PSDRE
TO BENEFIT LOT 7
LOT 8
"
&~ t: ~--~---
,.,.~----so
SET MAG&:SHl"<NER
,~SITEBENCH!-4ARK
~~ 0
-G -.,.., -01 ,£ -G -G -,..c m:,,,u9& -.Ji
--~---- SS --- S ♦ SS ~ SS --- S SS ---
--:,~
--G -G - G -G - t,~-
434 MAPS 29
PARCEL 3
LEGEND
-
NEW PR/VA Tr EASDIENT, Sff Pi.AN FOR i'r1'£S
PRIVATE: UTIIJTY EASDIENT FOR WA/Bi', ~IIER.
STOR/,fORAIN, ANO JT
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/2024
" "'°""
TM-04
GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
TENTATIVE TRACT MAP
PRELIMINARY GRADING AND DRAINAGE PLAN
CITY AND COUNTY
I
--
"
LOT 9
L
G
610 MAPS
LOT 2
[C /5.
_-, .- l ~ LOT 1
~_j ~~'. ~} [~= ~ '5.-;",~=c,'ff"'n lQ,_,c-!I
I I l
L
! ~1 ~ FF I~
""" fflso~ ~"' 'I
}29;> 1
~t~u•~ El .
.,
wl
I
I
~SD-SO-SD__::___Jso--,<}--'-
N6r40'oo"E 634.00' (~ M)(1) ~
~ASISOFBEARING __,..., T
•..
SO-------SD
OF SAV FRANCISCO
434 MAPS 29
PARCEL 3
/~...J.._;,J--,,--,-,-----.,-,,:.-C_~_J-_-"',,,_~~=~°'Fcc"",t·-_~-~-~-;;:.,, ~ ,, ~" ·~
SET MAG&SHl"<NER
~G-G ,r~~~A~ ~, -.,_.G ~GI .£ ~, ~, ~, ~ ,=~ ..
--=-~--ss --- S ♦ ss ~ ss --- ss ~ ss --_-0
-G~,loo-G
"'
-G--G -G - G -G-G - G -----;,_G
c:::=
r;--~
L:...: '-.J
l2ZZZZI ~If CUT AND CONRRII
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/202 ~
TM-05
GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
TENTATIVE TRACT MAP
PRELIMINARY COMPOSITE UTILITY PLAN
I
l
l
..
LOT 9
610 MAPS
~""so so
N61'40'00"r 634.00'(t,Ht)(l)
- ~As1s or BEARING - _____......
CITY AND COUNTY OF SAN FRANCISCO
_ ____ _ N6r52'05"F 12000' (3) _______ _
,1-,... ... .... ~ _,. li,C:AiJANfXJNED .,, .\",.. /4 .,.,.,. 434 MAPS 29
PARCEL 3
t;~"·""'""'~ .
so -so-------so £x~ so -so-----so F so so -so so -so -so -so -so -sc OO"E 4(MM)(2)
-~-------~----- .. , ... --- ... ----- ,1-.... __ ______k~ .. ___ ..,,.,.___ __ _ SETMAG&:SHINNER
t2 !4~~ 0MA~
G ~~ EX.OO G T,..,G );l -:;..9, ----.,-,...G ~ .E~...Q
TYPE
WATER
WATER
WATER
STORM DRAIN
STORM DRAIN
SEWER
SEWER
c= NEW arr STD. CONC. 00\Ul'AY &- SIDEWALK
C7 [ X. CONC CURB ANDSIO£WALK
=
NOTE
I. unuTY SJZINC ARf PRELIMINARY AN[) llfLL Bf 51Ul)lf0 LA Tf:R
2. JrLA)'()(JTBY JTCONSIJLiANT
UTILI TY SU MMARY TABLE
DESCRIPTION EXI ST OR NEW SIZE
LATERAL EXISTING TO BE UNKNOWN ABANDONED
PRIVATE MAIN NEW 6"
SERVICE LI NE NEW 1"
PRIVATE MAIN N EW s"
PRIVATE SD NEW 6"
LATERAL EXISTING TO BE 6" ABANDONED
PRIVATE SS NEW 6"
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/202 ~
,s
"'°""
TM-06
TENTATIVE TRACT MAP
STORMWATER CONTROL PLAN
6 10 MA PS
TCM# Location'
Onsrte
Ons~e
Onsrte
TreatmentType 2
Sutm.rlaeelnfilrat ion
S stem
Subsl..riacelnfittrat ion
S stem
Flow-Through planter
(coneretel ined)w/
i.n:lerdrain
Flow-Through planter
(concre telined)w/
i.n:lerdrain
LID or
Non-LID
LID
LID
LOT 4
LOT 3
DMA 1
Sizing Method
3. Flow-Volume
Combo
3. Flow-Volume
Combo
3. Flow-Volume
Combo
3. Flow-Volume
Combo
Drainage
Area
(s.f.)
6.086
6.086
2,361
2,36 1
Total s: 16,894
Impervious
Area'
(s.f.)
5.040
5.040
2.137
2,137
14 ,353
1?000' (3
PerviousArea
{Permeable
Pa.-ement)
(s.f.}
--------- · 10,p
LOT 5
LOT 6
DMA 2
LOT 7
• I
I
LOT 8 I
I
I
L,
I
I
I
r
I
ll;,;l~=c,_="---------' -l----
1 I
Pervious
Area
(Other)
(sJ.}
1.047
1.047
2,541
L _________________ J
36.03%
13.97% 5.0
13.97%
#of
Cartridges
Provided
Media
Type
Canridge
Height
(inches)
~
Pl AN VIEW
CURB OPENING
N.T.S.
SETBO TTOMOFCURBPER
GEOTECHNICALREPORTTO
FOR PAVEMENT STABILITY AND
TO AVOID WATER INFlLTRATlDN
UNDER PAVEMENT
CURB ADJACENT TO BIORETENTION
N.T.S .
€ .............. -.-. .... - u:: .... -.,._ ... ....,_. ..... ,.. @-- @ __ .,. __ _ (J)aO!M\l,-,..,...__ (i).,..,.,.,,_,.,,,..,_
(t,. __ _..,. .. ....,_,,,,.,.......,. @-a..,.,,,.,..,_,,. • ..., ... _,._ (!: .......... """' ... _ @ - ............. ,,. ..... __ i----·---·~ 1"' -····--·-·~- I
©~'".,=~:.~"" . ::=:=- .
LEGEND
o:_, m-.,..,,,:,:;f.;:::;'~::,.~"' (g: ,,.. _____ ,._, ..... _ ©-""'
0--........... _ .. ,_, ........ -(!) __ ,....,.., ___ _ ®_ ........... ..,. ..... _ .. o-mn.., __ ,,_...,.,,,...., .. ,.., .. _ T,ea<mem I
Credit
(s.f.)
Comments
ISitvaCe llsfortheSubsurfaee
lnf11trat10nS stem
ISilvaCe llsfortheSubsurface
lnl1ltrationS stem
I
I
- SO - NEWX" SOR- JSP \.t.'. M7HAPIP€Sl.OP€ /Y"
0.5.t UIN .. UNLESS NOTCD.
Ol/l0/l02•
OJ/2!!/20lf
Date 03/28/202 ~
,s
"'°""
'i' TM-07
TENTATIVE TRACT MAP
STORMWATER CONTROL CALCULATIONS
L
SlltLo,mA.o,m(B) :~ NotAppie11ble (100% hlpeJViow):c::I:] SilLoamA.oam{B):~ Not Applicable (100% hlpeJVious):c::I:] Arelhl10llsoutaldelhlbi.ildlngj:iotprlrtgraded/comp,cled? ~Yes/No Arelhesollsol.tsidelheblalding,:,otprlntgradedlcompacted? ~Yes/No lfyeI,Indlhl10ll'Nilbecomp•cleddll'it9aitepreparatlonIndgradlt9 , lhl10Mlnllll'ltion rate will be deaeased . Modl lJ'lnl\Ylrb I aoilwilha lowerlnllltrationrall (eg. SIi Loam b Clly) Modilil'd Soil T : Sil Loam b CII
lfyes,andlhesoitwilbecompacteddll'ingsitepreparationandgrading.lhesoilinfilb'ation rate wil be decreased. Modi l.l"answerlo a soil with a lowerinilb'ationrate (eg. Sill Loam to Clay) ModiledSoilT : SillLo amloCla
,fo deeproot ,fo, deeproot
Total
Im Dn inog,,A= . DA(,c) DAffom proje<t pion, ll ac ;, 4l,S60 It') Droinag,eAr~•. DA (ac) DA from project plan, (1 ac i, 43,>60 lt'I T \lol T (f'I T,ffom,tormw , terc alculation, Treatment\lo lume,T, (lt' I Tvfrom,torn•wat..-c alrn latiom :.;-_!_'""1'"'---------"'"-"""""--'""'"""c=L---"""--"'"-'-->--~~~;~~~:~:~~~~=;.,==,-±-~~=~-~•='•~'E~"w~•~•~m~~~-~~--~;~:tmffl~"j1~~00;~,:~~,~~~•==~=::,:::t~::=::•::'"'::f::::::,:::.:::,,.:::==========f-:=1;:=:=~~=o:=:=:=:~ .. -1;n-,-+-~~.=,.=,.,=,.=,_~_- ,.-.-,,-,----- Duration fal ttenslfy ~:,7~::::: •i: •:;~~n~nl H D<etermined by SC conf,gurotion a nd , urfaco,to ,age Treatment Medi, Depth linl H Dete<.,.ned by SC confii(Jrat ion , r>d ,u rface,t ora ~e '-----(l)pl-~-~-,-.-e.-•~- T-om_l ___ MO_~-,-,_-OJ_) ____ <---===--=== ~---------------- ~:;.:'.:,;<ll~•:b::~,s::::t~::~1~:"::,,::.-=flnl=~==-=t:::~::::::~::::::::::::======:::==== f-::=:.=-~=:•s-::-•~:.='l~"'-nl"="=lin=' -+--+-:-:~:~::-~:-:::~~:-------- (Typlcaly slartwilh Total lmpeMous X 0.03) Gr°' .. On ln•~ L.av,,r O.pth lln) o Minimum o· <kplh Gravel Dr, rn, se L.al'ff Depth (ml MinirnumO' depth DeplhofPondingz 8
lfDeplhof Ponding is Jessttan8" lhl dealgne11n be optimized wilha smalerstrlac:e IreI . (repeIt) lfDeplhofPondlngiagreaterlhln12"allrgeralJ'fac:eareawilbereqlared , (repeal) lfDe thofPondi iabet>Yeen8"b 12"1hialaltera e .. ::iw,blej:)r8ioretenlionor flow •Th!o hPlantera.
Sit Loam/loam (B):~ Not Appieable (100% lff111MIIW):c::::r::J Are the aoilt OU:.ide lhl blild~ foolprft gtadedlco1T11acted? ~Yes/No lfYft , ardthe9oiwlbe~eteddll11"Gslleprepa111tlonardgnidl"Q , the9oilrfllratlon rate wl be dee r 10 1 IOI w•h a lower lrfilratlon r111e (eg. Sill Loam to Olly) Mod" la
S•
TotalD
I
fortheslle
Eql.Mllenll TotalEql.ivalenll~IViow• 2.159 sq. ft
Raffallnenaity
Dl.ralionz tnlenslty
Duration•
(Typica~ .tart with Total lrr.,eMOus x 0.03)
DaplhofPondirG• 5 lnehea
.....,
If 1h of PordirG i.1ns lhan e" the delign can be oplirnited wilh I IINlltr lllface 8NII . (Nlpell) If Deplh of Pordl"Q i. graater tt.n 12" a larger IU'f- aNta wll be reqi.ired. (Nlpeal) If De 1h of Pord" la between e• to 12" tlw i. the ra e alowable lor Bioretertion or Flow- h Planlers.
DepthofPondil'Q " 8
If Depth of Pondil'Q is less than 6" the design can be optimized with a srnaler strlace area. (repeat) lfDeplhofPondlrQlsgreaterlhan12"alargersll"faceareawilbereqUred.(repeat) lfDe thofPondi isbetween6"k>12"11isislhera ealowableforBioretentionorflow--Ttro hPlanters.
Sill.Loam/loam(B):~ Not Appieable {100% lff1111Yioua):c::::r::J ArethellOilloi..taidelheblildl"Qfootprintgraded/co1T11Icted? ~Yes/No inches
"'""'
Typlcol » luo u,e<l - 0.25 Ty plnl ••lue u, «i - 0.25
f----=~;=c;.,'-"c-, "-"-'-i',i,,,.,~ ===---=~------ --1 Fl":'.'~,:i"~:~~::~:::~::':;;:~~~~n~l:,,c;::, =~=::::i:::t~~:::t~::001s,::,;ts::';~.~j'::,.:;;:~t,"'.:":::"':'.:''=========1 .:~:~~~~~:~:::~::"~•-~h:~,~~• -----0~'---+'~~~;~=<•;~::=~:=••:=:,='•~;'_"'_••_••---- ---j Nu"'b., ofSll,aC oll lJnltsl .. l 17 EachSC unlto9.5/t2 Numb«of'> l•a Coll Un lt<I"" ) 17 lichSCu nl t • 9.5 /t2 ~-~·~~-~"~"'•~-~~~===~;;~~·~-·~·"~"";·"~'-;·~";' ===========~ ~''.:'"'.:'"'.".''.:'"'::•·::"•:::·===~='.::::;''.:"':::'''.:"''.:"''.:"'"'.:·'.:"~'.:===========~ W OApe rcrotai;e Percentace are.olSil ,a Col l (~lto dra lnaee ar .. lOA) ',A/DApercenta , e Pe,-cen1a,ear ea ofS ilvaC el l (SAltod,a inafe are.o lDA) = - ""'"-'--- ----"======- - _....-c,,i,"'-!!._--j Sool Volume 11' J09 c, lcul, tedlromSurl>coA, oa nd f il terMed i• °"Pt h Soil Volume ft' c, lcul ate<l fromSo rfacolv o,an df il terMed ;,o..,,,h (Typical~ltlr1withTotallff111MOWx0 .03)
OepthofPordl"Q= 5 inches
lf Depth of Pordil"Q is leu than 6" the design can be oplimimd with a smaller lllrnlce area. (repeat) lfOeplhof Pordir\l i. greater than 12" a larger au-face area wil be reqi.ired. (repeat) tfOe thofPord " isbelween6 " to12"Uisiathera alowableforBioretertionorFbw-Tiro hPlanters. .....,
O'i/YJ/'11J24
0Jf28/'11J2•
Dale 03/26/2024
" seows
TM-08
GIANERA STREET
(60' WIDE)
CHEENEY
STREET
(50' WIDE)
NO PARKING
300 FT
350 FT
135 FT
TENTATIVE TRACT MAP
FIRE EXHIBIT
I
T 8 LOT 9
l
610 MAPS
LOT 17
_ L _I<ROI<_
EX. FIRE
HYDRANT ON
GIANERA
STREET
~SD SO SD
N6r4o'oo·E 634.00'(1.HO(1)
~ASISOFBEARING__.,
~G -G
100~
wl
I
I
""'"Jso
I
_,,-
I W
SD S0----SD SD SD----SO
SD~SD
6rw'oo·E
~ "''!"
~
SD
4(M-f,j)(2)
SET ~AG&S Hl"INER
,-~SITE~ENCH:,'ARK
-----.,.... G EL.E.ll=1..3..':w -,.N
0 434 MAPS 29
PARCEL 3
~,~~~G~G~G~GI .~~G~G
-s'!---ss ,rltl'~s! .., ss---# 1 JJER.ss-----------,,=ss---ss~ss ~s---ss :.L :::.: - -=------:ff-- ·,
G G -G -G-G G-G-G
'
"
FIRE FLOW / HYDRANT CALCULATION:
BUILDING TYPE: V- A RESIDENTIAL
NUMBER OF STORIES: 2
OCCUPANCY GROUP: RJ
AU TOMA TIC SPRINKl£R SYSTEM: NFPA 130 (PER CFC 903.3.1.1} TOTAL AREA OF LARGEST BUILDING (LOT I & B): 4,987.5 son ARE FLOW CALCULATlONS (PER CFC APPENDIX 8):
PER TABLE 8105. 1(2) TYPE V- A 4,981.5 SOFT FIRE FLOW=l,500 GPM FOR 2 HOURS HOUSE SPRINKLER SYSTEM NFPA /JD n-fERffORE PER 8105.1(/):
FIR[ Fl OW - 750 CPU FOR 1 HOUR
REQUIRED HYDRANTS (PER CFC APPENDIX C}:
ARE FLOW • 750 GPM
REQUIRED NUMBER AND SPACING OF FIR£ HYDRANTS
FIRE•flOW
REQUIREMENT
(8pm )
1.7S0orless
2,000.2,250
2.500
3.000
3,S00-4,000
4.500--5,000
s.soo
,.ooo
6,500--7,000
7,500ormore
MINIMUM
NU MBER OF
8ormo ree
AVERAGE SPACING
BETWEEN
HYORANTS 'lo.c.l.1
(feet J
MAXIMUM DISTANCE
FRO M ANY POINT ON
STREETORROAO
FRONTAGf TO A
HYDRAN fd. 1-1
ONE (/) HYDRANT REQUIRED FOR 750 GPM FIRE FLOW FOR 1 HOUR WITH SPACING NOTED ABOVE IN TABLE C/02. 7
DESIGN CONCLUSIONS·
DISTANCE FROM EX!SllNG HYDRANT TO FURTHEST LOT'S FRONTAGE (LOT 4 AND 5) = 185 FffT (MAX 250 FEET PER CFC)
DISTANCE BETWEEN FIRE HYDRANTS
= 350 FEET AND JOO FE£T (MAX 500 FEET PER CFC}
OIIJ(l/20)2•
Date 03/28/202 ~
,s
SHOWN
TM-09