HomeMy WebLinkAboutCUP 12-07; Carlsbad Fire Station No. 3; Conditional Use Permit (CUP) (3)RO\',\.OCK A.T EVE~Y
OTH COURSE
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SOLDIER COURSE UNDE'<
PRECAST TR
NO-E T~E 6'<1CKWCRK F.AEERN W'_c 8E
USED -HROL3H CUT THE PRO:RECT
INC_wDING F,RE STJI.TIO~ 9UILDifiG
HOSE TO'NE'< AND TREUS SUPPOR.T
COLu'1INS
'AETA.L TRELl'S
STC<UCTURE --,
'!LASTER WI8''CK \
VENE::R FINISH~ \
EXTERIOR ELEVATIONS
__---PRECA.ST TRIM
I
. ' i \
\ i \ I t
,---BI-FOLD APP.~RATUS DOORS WITH
-op AND so roM GUIZ NG. rvP.
,---EXTER O,~ PLASTER. COLOR 1, TYP
,---EXTERIOR PLASER. COLOR 3, TYF
\BRICK VE~EER FINISH. TYP.
,----12" STUD MOUNTED
ILLUMifiA:-ED
METAL LEFERS
PRECA.ST TRIM TY?.
METAL AWNING ------~
,---EXTERIOR PLASTER, COLOR 1, TYP
,---ME'AL ;-REcLIS
__ +38'-0"TALLEST~OI~
,---SECTIONAL OVERHEAD DOOR WITH
GLAZING, TYP.
,---EXTERIOR PLASTER. COLOR 1, TYP
__ E_X_TE~OR~LASTER. COLOR ::. TYP. +ZS'-O" TOP OF R~
BRICK VENEER FINISH, TY?.
+20'-0" T.O.M. ~
f=='"'=~'i'"""'=~==~~~ +16'-8" T 0 P. ~
+38'-0" TALLEST POINT ~
,--=-BRICK VENE':R FINISH, TYP.
___ +_28'-0" TOP OF RIDGE ~
PR.cCAST TRIM ---
.. ·8'-8" T O.P.
__ +38'-0" TALLEST PO;N~
___ +.::28 -0" TO? OF ~IDGE ~
':::8'-~T~
r-METAc TREUS
I STRUCTURE
\ -~ PILASTER WIBR CK
VeNEER FINISH
+38'-0'' TALLES~PO~
,----SOLDIER COURSE
UN:::R "/ii\)OW
:;.p;:,e,.:.sr .,."<. ~~ ----
.----12" STuD MOUNTED
ILL·JMINATED
METAL LETTERS
~--PRECAST TRIM
~--METAL AWNING
ABBREVI.ATiONS
F.F. FINIS~ FLOOR
T O.M TOP OF f,'ASm<~Y
TOP -op OF PARAPET
COLOR CHART
COLOR 1 (BeiGE) DU~~ EDWARDS DE·:73i
'JAKARTA.''
(EX-:-ERIQR_ P_.4..S~ER \tAIN F ::LD COLOR)
CJLOR 2 :LIGhT BRO//'<: ~I,NN EDNA.RDS ~E611i
'CO'.ORAJC ~?.AI"-'
(EAVE -R~.1s :::x.-ERI:)R PLASTE=i: TRIMS)
COLOR 3 3~C.l'/N): OJ,'~\' ED'/\'AFDS DES"19
'"JEUTRAL './/o. __ EY"
(EX-::RICR. PLASTER .ACC::N-ABOVE APP,ARI'.TUS ClOOR
OF::~ I\J3S:I
COl.. OR .:. ',RUST R ::D)' DU.\J\ EC'/<o',4..RDS DEA 155
·;.,q_A..Bi""."l RED'
(DOOR, DC~:J~ F::::'AMES ·,\.~.DOVV FRAVES A.Pi=l.A.RA.Tl. .. S
DOC~S, ME-AL TRELLIS A'·Nt,,',NGJ
118"=1'-0" 3
Architects, Inc.
RASCHO C!:C.4MOSGA • FOLSOJJ • BAY AREA
SOUTHERN CALIFORl"iiA
8 J 63 Rocoesrer A·;enue, Suite 100
Rooc.1o Cucornocgo
CJI1'o·cio 91730-0729
tel. 909-987-0909
f~x: 909-980-9980
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CUP 12-07
CONSULTANT
6
6
6
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAVYN KC CHECKED.
DATE 1110BI2012 SCALE: 1/8"=1'-0"
PROJECT NU~.1BER 1 '1340~
EXTERIOR
ELEVATIONS
DRAWING A-04 NUMBER:
I I I I
Architects Inc.
RANCHO CUCAMONGA • FOLSOh • B4Y AREA
SOUTHER.~ CALIFOR.~
8 7 63 Rochester Avenue, Suite J 00
Rancho Cucamonga
Carlsbad Fi re Station No. 3 California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
Carlsbad, California
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T-1 TITLE SHEET
C40 OVERALL SITE PLAN CITY OF CARLSBAD ARCHITECT
1635 FARADAY AVENUE C41 PRELIMINARY GRADING AND DRAINAGE PLAN CARLSBAD, CA 92008 WLC ARCHITECTS, INC. C42 PRELIMINARY STORM DRAIN AND UTILITY PLAN (760) 602-2765 F 10{ (760} 602-8562 8163 ROCHESTER AVENUE, SUITE 100
C43 PRELIMINARY PAVING PLAN RANCHO CUCAMONGA, CA 91730
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0:: -A-01 ARCHITECTURAL SITE PLAN (909) 987-0909 F 10{ (909) 980-9980
A-02 FLOOR PLAN CARLSBAD FIRE DEPARTMENT
2560 ORION WAY A-03 ROOF PU',N CARLSBAD, CA 92006 A-04 EXTERIOR ELEVATIONS (760) 931-2141 F 10{ (760} 929-0256 _CIVIL ENGINEER
A-05 BUILDING SECTIONS
A-06 DETAILS MSL ENGI~JEERING, INC.
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CUP 12-07
L-1.0 PLANTING PLAN 402 WEST ARROW HIGHWAY, SUITE 4 .. SAN DIMAS, CA91773 L-1.1 PLANTING PLAN .
(909) 305-2395 FAX (909) 305-2397 --L-2.0 RECYCLED IRRIGATION (ON-SITE) SERVICE AREA
< •••••••
,•
L-2.0A CONCEPTUAL IRRIGATION (ON-SITE) AREA -" L-2.1 RECYCLED IRRIGATION (OFF-SITE) SERVICE AREA
L-2.1A CONCEPTUAL IRRIGATION (OFF-SITE) AREA STRUCTURAL ENGINEER ----------
L-3.0 PLANTING DETAILS K.B. LEUNG AND ASSOCIATES, INC. . " ... ' '.
9320 BASELINE, SUITED CONSULTANT
ALTA LOMA, CA 91701
(909) 944-0029 F 10{ (909) 944-7983
MECHANiCAUPLUMBING ENGINEER
BP & ASSOCIATES, INC.
3 PETERS CANYON, SUITE 100
IRVINE, CA 92606
DRAWING INDEX OWNER I FIRE DEPARTMENT (949) 417-3900 F 10{ (949) 417-3908
' -
' ' '
~--__. ELECTRICAL ENGINEER
SUI WING SECTION
SHEET NUMBER GLUMAC INTERNATIONAL
It 1-1. fQtlK
AVE. 16735 VON KARMAN AVENUE, SUITE 250
() IRViNE, CA 92606 ~-fu " (949) 833-8190 FAX (949)833-0252 0 % SL--. @ ~u..:o£f\ / DETP.IL NUMBER
SHEET NUMBER
:;; ~~ z ~ " Gc\01-1 ~ ~ LANDSCArE ARCHITECT ~ ~ :: ::::::::... .-.. .... . ~ ( ~ ~a~· ~-F.;._ ELEVATION RJM DESIGN GROUP, iNC. ···-~·-···-~ )' .·.······:··· .. ~
___::.e'-0" AF.F + 31591 CAMINO CAPISTRANO ::::: ·::::::::::. ::::::::::. .Z. -f!O.
: :<< 'P.Ro8ECT.:< : :<< ·· ~ . \ \ SAN JUAN CAPISTRANO, CA 92675 . . . . . . . . . . ' . ' . . . . . .
(949) 493-2600 FAX (949) 493-2690 ................. ' .......... . . ·. SITt;· ........ .,,....... ' ......... -"""''"" ,,_ "'""'
6
6
D.
6
D.
D.
NO DATE BY DESCRIPTION . ' ' . . . ' . -. . . . ' . ' . . , . . . . . ~ ROOM NAME ---.:_ . . . . . . . ' . . ' . . . . . ' . ' . ' ' . . . ' " .. " ' " . " ' " " " ... « ... ., .............. ............... ., REVISIONS
~(' "., ......... .............. . . . .. . .. "" -1~11\!o .. " .. -" . . . "" . "" .. !J:' ....
t;oc"li "
.. Q I ~ 0. .. 'IJru. (Af. s ~ ac J "' i?t; l S')VI<'}y
'll "' i?<:_-'1.: i§
DRAWN: KC CHECKED:
DATE: 1 0/24/2012 SCALE: NONE
PROJECT NUMBER: 1113400
"' ... "'"'~"'-"".O." ~'-~-"<·-'-~....___ crrv or. c:;. r ;u~.:~~.t.D """"""'"'··
PLAN\.\I;~G :!_tiv1lvi!G8~0i\l
N Cs&o Nan:~ Mko!Ji~~-!J1h3
E9 cuco f"o, _c.vp __ \.Z. .. -cn ___ ~-
i;~~;;;·" :A ; ~--=~. <Ja!o \Vc.i•) 1 t, SCALE: NOT TO SCAlf'
TITLE SHEET
VICINITY MAP GRAPHIC SYMBOLS PROJECT TEAM
DRAWING T-1 NUMBER:
_j I
N N EB EB
PROJECT NORTH TIRUE NOR1H
0 25 50 100 150
GRAPHIC SCALE
SCALE: 1"=50'
/
/
CJTY
UAL
NOT A P
DOC .#.2\J[Jf.l ..... () .2475:34
P.EC. 5-11-2009
,b,,?.N. 208-010-39
13.1 l 8 ACRES
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DOC.¥ 2008-0435947
REC. B-11-2DD8
A.P r-.1. 20B ·010-3b
/
SJ-lAF~U-HDMiS
fiJTLR E R£Sl.D£',.,"t1 tAL
D~Vl::LC F'NE:_\IT
4.385± ACRES GROSS
PARTIAL LEGEND
r.--:1 610RETENTION AREA fOR STORMWA ITR l::...__:oj RUNOFF TREATEMENT.
E UNGROUTED RIP-RAP.
INTERLOCKING PAVERS
-it--EXISTING PROPERTY UNE TO BE REMOVED.
,--
A.P.,\L lt8-D50-j7
(1) EASEMENT FOR STREET STORM WATER RUNOFf STORM DRAIN HYDROMODIFICATlON
STORAGE AND BIORETENTION TREATMENT PURPOSES.
(2) 72" DIAMETlER STORM DRAIN HYDROMDD!F!CATION STORAGE PIPE SIZED PER COUNTY
AND CITY STANDARDS. PROVIDE A II'E'R OUTLET CONTROL MANHOLE AT T>JE
DOWNSTREAM W~D OF THE 72" DIAMETER STORAGE PIPE AND CONNECT A 24"
DIAMEITR OUTLET PIPE TO TilE NEW STIREET STORM DRAIN PIPE STUB EXTENSION.
(3) H/5 BUT 2' MINIMUM PER CITY STANDARD GS-14.
(4) 18" MiNIMUM 1HICK SOIL MIX DEPTi CONS;STING OF A SAND/COMPOST MIX W/111 A
5 INCHES PER HOUR MINIMUM SUSTAINED PERCOlATION RATE USING A
RECOMMENPFD INITlAL RATE OF UP TO 10 INCHES PER HOUR.
R/W
'
. .. 4
. . • •• . • •• • • ..: :•: ... : \ '"'~~~;;::::::::::::=:~::::~1'.\l~.::;:::;--
.·.· ... PROJECT ....•... ·:. ~ 1 \
.·: ....... •••••••• ..... Sl:T'e : . • <: ...... · -------.1\.__JJ ........................ ........................
... " .. .... .. .. . "
N
EB
VICINITY MAf
NOT TO SCALE
C40
C41
C42
C43
(5) 0.7' SURFACE RESERVOIR DEPTH.
{6) 0.5' TO 0.8' FREEBOARD.
EASEMENT NOTES
@ PROPOSE) EASEMENT TO 111E CITY FROM
SHAPELL HOMES FOR PUBUC ROAD AND
UTILITY PURPOSES PER DOCUMENT ~0.
---~ECDROED __ _
@ PROPCSED EASEMENT TO 111E CITY FROM
SHAPELL HOMES FOR PUBLIC STORM WATER
RUNOFf STORM DRAIN HYDROMODIF/CA 710N
STORAGE AND BIORETEN 110N TREATMENT
PURPOSES PER DOCUMENT NO.
------"ECOROED ___ _
@PROPOSED RESERVATION OF AN EASEMENT FOR
PUBLIC ROAD AN[) U11UTY PURPOSES WITiiiN
CITY OWNE[) PROPERTY PER DOCUMENT NO.
------'<ECORDEO•---
@ PROPOSED RESERVA TlON OF AN EASEMENT FOR
PUBLIC STORM WA T1ER RUNOFF STORM DRAIN
HYDROMODIFICATlON STORAGE AND
BIORETE.~710N TIREA TMENT PURPOSES W11HIN
CIT\' OWNED PROPERTY PER DOCUMENT HO. ______ RECORDED _____ _
@ PROPCSED RESERVATION OF AN EASEMEHT FOR
PUBLIC i>tDlS.lRIAN ACCESS PUKP\lSES W11HIN
CITV OWNED PROPERTY PER DOCUMENT NO. ------"ECORDEO, __ _
® PROPOSED EASEMENT TO 111E CITY FROM
SHAPELL HOMES FOR ACCESS AND UTILITY
PURPOSI::S PER DOCUMENT NO. ----RECORDED __ _
@PROPOSED RESERVATION OF AN EASE>1ENT FOR
STORM DRAIN AND SEODNDARY STORM WATER
RUNOff 0\IERFLOW P\JRPCSES WITiiiN CITY
OWNED PROPERTY PER DDOUMENT NO. __
RECORDEI> -----
CIVIL.J;:>RAWI!'JG SHEET INDEX
OVERALL S' IE PLAN
PRELIMINARY GRADING AND DRAINAGE PLAN
PRELIMINARY STORM DRftJN AND UllWlr PlAN
PRELIMINARY PA V1NG PLAN
{7) 6" DiAMETlER PERFORATED PVC STORM DRAIN PIPE IN A FILTER SCCK IN 1HE
CENT!ER OF A 12." THICK LAYER OF GLASS 2 PERMEABLE GRP.\/El. UNDER 1HF
ENllRE AREA OF SOIL MIX WITH AN OUTLET INTO TilE DOWNSTREAM MANHOLE RISER.
(8) 30" DIAi.IETER ACCESS ANil OVERFLOW INLET STORM DRAiN MANHOLE RISER WITH A
GRATED INLET.
(9) EIOREITNTICN LANDSCAPED FACIUTY FOR STORMWATER TIREATMENT PER COUNTY
LOW IMPACT DEVELOPMENT JANUARY 13, 2011 SUSMP DESIGN GUIDE. THE "WET"
SURFACE AREA OF 1HE 81DRE1ENT10N FACILITY SHALIL BE AT LEAST 4% OF THE
1RIBUTARY IMPERVIOUS SURFACE AREA. TilE 90TTOM OF THE eiORETENTION
f AGILITY SHALL BE GRADED FLAT,
(10) 2.2' MAXIMUM TALL 2 HORIZONTAL TO 1 YEI<TICAL MAXIMUM PLANTED SIDE SLOPES.
(11) REVERSE UNDERSIDEWACK PARKWAY DRAIN PER MODIFIED SPPWC STANDARD PLAN
151-2.
(12) TYPE G 5" CURB AND 18' GUTTER PER SDRSD G-2.
(13) 4" TiiiCK CONCREIT SIOEWALK PER SDRSD G-7.
(14) OPTIONAL FUTURE RETAINING WALL BY 01HERS.
~-~.TRIIT LIGHT. BASE AND CONDUIT
BD<H SIDES OF STIREFT
' ~I
' TIRENCH SEE
M .. 15 FOR
I TYPICAL D BOTH SIDES
OF SIREET
24' RCP./
STORM !JRAJN
V4' pl).cf RECLAIMED
WATE. MAIN
V8" PVC
SEWIER
MAIN
I a· Pvc
!/WATER (T MAIN
REFERENCE: MODiFIED CITY STANDARDS GS-13, GS-6A, GS-17
SECTION A-A' ON C40
NEW CUL-DE-SAC STREET
SCAt£: HORIZ. 1''-1 0'
VERT. 1''-4'
Architects, Inc.
RANCHO CUCAllfON"GA -FOLSOM. BAY AREA . .
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite 100
Rancho Cucamonga
California 91730-0/29
tel: 909-987-0909
fox: 909-980-9980
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CUP 12-07
'-""''''"'MHit\ ..:.~ 1111 ~ESS1~ .,..·:'i!-c;,V:.O Aflc/t'''' :<!) ~~~ ![I'~· lA.~ "' :G ~~ ..::: -....::: .., ~-.....J ~ tr'f ~~ ~ ~ ~ -(:{ KELLEY NEEDHAM * ~ <:; >' ~
i C~19064 ~:: ~ N~ 36lB2 ~
\ lP ~ta 03131113 ~ j *;J:~~.CI V\1.4/ ~I /': !f"
\,-11't: r:J.$ .i' ,,, OF ~ ~ Of.' CAl. I~ ,,, .... ..::-
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CONSULTANT
MSL ENGINEERING, INC.
CIVIL ENGINEERS AND lAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. ~
SAN lli!.IAS, CA. 91773 (90Q) 305-2395 Ftc~. (909) 305-2397
~_g~ 11-08-12 ........................ ___
YARK S. lJJ.IOUREUX (RCE 31l3B2) DAlE
6.
6.
6. -·---
6
6 ·--M•O ••
6
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: G.R.H. CHECKED: M.S.L,
DATE: 11-06-12 SCALE: 1'=50'
-------
PROJECT NUMBER: 1113400
OVERALL
SITE PLAN .
DRAWING C40 NUMBER:
PWI J>AT£: 11-ot>-12.
JN 11005·1!005 C40o sp
ENGINEER'S PRELIMINARY ESTIMATED EARll-lWORK QUANTITIES
1. RAW CUT (INCLUDES 300 C. Y. OF BUILDING AND WALL FOOTING EXCAVATION, STORM DRAIN,
AND UTIUTY SPOILS AND 1,400 C.Y. FOR TIHE NEW HYDROMODIFICATION STORAGE PIPE)
2. OVEREXCAVATE UPPER 5 FEET OF LOOSE SOIL UNDER TIHE NEW BUILDING F'OOTINGS
AND 10 FEET LA11ERALLY BEYOND lHE FOOTINGS
3. OVEREXCAVATE UPPER 3 FEET UNDER TIHE NEW HARDSCAPE SUBGRADE
4. TOTAL CUT
5. RAW FILL
6. SHRINKAGE OF RAW FILL (NO. 5 ABOVE) USING AN ASSUMED 3l! SHRINKAGE LOSS
7. RECOMPACTION OF DVEREXCAVA TED SOIL (NO'S 2 AND 3 ABOVE) USING AN
ASSUMED 3l! SHRINKAGE LOSS
8. TOTAL COMPACTED FILL
9. ESTIMATED AUOUNT OF DIRT TO EXPORT FROM TIHE SITE
5,000 CU. YDS.
4,400 CU. YDS.
4,600 CU. YDS.
114,000 cu. YDS.j
4,600 CU. YDS.
130 CU. YDS.
9,270 CU. YDS.
114,000 cu. YDS. I
0 cu. YDS. I
NOTE: lHE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING TIHEIR OWN EARTIHWORK QUANllllES FOR
BIDDING PURPOSES. lHE QUANllllES SHOWN HEREON ARE lHE ENGINEER'S ESTIMATE ONLY AND ARE FOR lHE
SOLE PURPOSE OF DE11ERMINING PLAN CHECK AND PERMIT FEES.
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DOC.#
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·~~1 ''"'8-04359<1 6
R.EC. Ll-2008 J\ND
DOC.#20 I .
REC. D7-2
A P N. 208
--
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--("8~--------
1 , -----
.•
18' (NTE 50')
EO. 1 £0.
TUBE STEEL FENC:NG
2"](2"~3/18"
T.S. RA.IUNG
TOP AND BOTTOM
NOTE:
E>OSllNG\
GROUND ' -"""-
PILAS1ER
STONE 'oDIITR
PROPOSED
DETAIL 'A'/SHEET C41@
NOT TO SCALE
lH£ DESIGN A~ t.IA TEr\1,1.1.5 ~ THE CtiJ B~ WAU. AND lHE 5m£ \lrnml
SHAJJ. WATOi THE EXI!iTlNC WAllS WITHIN n£ FOOTHillS DNl.OPMEtiT.
18' ft.UE 501 l ~~mR~NEER
l' EQ. 1' EO. ~ CDI.UMN CAP
,-BL.ACK ruBE sTW.. F~NCING I TW EU::V. PER PLAN
11 ~1 ~~?~~ ~1 FINISH b.! III ("""~ARIES. FR~ ~ =6,l}Jli: l _o.3' TO 1.o'
: }--"=. TW ELEV. PER PLAN
~
\.,_~OPOSED \.__8" CI.!U RETAINING \
,,. " RETAINING WAU.
PLASTER lll" Ct.IU STONE VENEER ?IUSTUi aEYOND--1-lWTI BEYOND
a· c.,.uUJV11-h--,.,._.,
WAl.L PROf'OSEO
.'::X!STING~r,
3ROUND 1_
-~,
GRADE
GR~DE INSIDE WALl. \.._E){ISING 3ROUND
Of WAU. OU-ISIPE OF WAll --;;;;..------------------, 'NOTE: 1HE DESI[Jt AND lti-''IERIA'..S FOR 1HE ct.lJ Blll(l( WAll AND M STONE VENEER
SrW.L t.IAlCH THE EXISTING WAl.l.!i 1\!TlOIN 1HE rOill-IILI.S DE'JELOPI,IENT.
----
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A P N.
CL.rc. mANsro~I.II:R 3.6'
TALL "DZ00201i ~ltlll"
168-0S0-17
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0
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0
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L_
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CURVE DATA TABLE
C1
C2 1>-36'38'54" L~39.02'
C3 11=23'25'24" R~so.oo• L•20.44'
C4 6=40"58'1," R~47.00' L•33.61'
C5 R~61.00'
C6 11=03'54'16" R~so.oo• L=3.41'
C7 11=23"25'24" R=50.00'
CB 11=23"25'24" R~so.oo' L-20.44'
C9 11=23'25'24" R=50.00' L-20.44'
C10 11=23'25'24" R=50.00' L""20.44'
C11 11=32'06'17" R=sso.oo• L=308.18'
C12 11=11'35'39" R=300.00' L=60.71'
C13 11=17'40'38" R=1400.29' L~431.94'
PARTIAL LEGEND
I • •. ·1 BIORETENTION AREA FOR STORMWA TER ." · • · l RUNOFF TREA TEMENT.
~ UNGROUTED RIP-RAP.
*----* EXISTING PROPERTY UNE TO BE REMOVED,
~ 2" GRIND AND A.C. PAVEMENT OVERLAY
~ INTERLOCKING PAVERS
[J) EXPOSED HEIGHT OF RETAINING WALL
EASEMENT NOTES
@PROPOSED EASEMENT TO TIHE CITY FROM
SHAPELL HOMES FOR PUBUC ROAD AND
UTILITY PURPOSES PER DOCUMENT NO.
------"ECORDED __ _
@ PROPOSED EASEMENT TO TIHE CITY FROM
SHAPELL HOMES FOR PUBLIC STORM WATER
RUNOFF STORM DRAIN HYDROMODIFICATION
STORAGE AND BIORETENTION TREATMENT
PURPOSES PER DOCUMENT NO. ____ _...ECORDED __ _
@PROPOSED RESER VA liON OF AN EASEMENT FOR
PUBUC ROAD AND UTILITY PURPOSES WITIHIN
CITY OWNED PROPERTY PER DOCUMENT NO. _____ J<ECDRDED __ _
@PROPOSED RESERVATION OF AN EASEMENT FOR
PUBLIC STORM WATER RUNOFF STORM DRAIN
HYDROMODIFICATION STORAGE AND
BIORETENTION TREA TIMENT PURPOSES 111TIHIN
CITY OWNED PROPERTY PER DOCUMENT NO.
-------"ECORDED ____ _
@PROPOSED RESERVATION OF AN EASEMENT FOR
PUBUC PEDESTRIAN ACCESS PURPOSES 'MTIHIN
CITY OWNED PROPERTY PER DOCUMENT NO •
-------"ECDRDED __ _
(D PROPOSED EASEMENT TO TIHE CITY FROM
SHAPELL HOMES FOR ACCESS AND UTIUTY
PURPOSES PER DOCUMENT NO. -----RECORDED ___ _
@ PROPOSED RESERVATION OF AN EASEMENT FOR
STORM DRn!N AND SECONDARY STORM WATER
RUNOFF OVERFLOW PURPOSES WITIHIN CITY
OWNED rROPERTY PER DOCUMENT NO. __
RECORDED -----~
N
CB
TRUE NORTIH
0 15 30
LINE TABLE
L1 N48.21'33"W 8.42'
L2 N51'15'33"W 43.57'
L3 N52'23'29"W 35.98'
L4 N52'25'37"W 29.91'
L5 N48'39'14"W 23.08'
L6 N53'46'31"W 41.98'
L7 N54'41'34"W 39. 7o'
LB N56'01'32"W 36.13'
L9 N56'52'22"W 37.20'
L10
L11 N53'46'06"W 20.48'
L12
L13 N29'25'43"W 12.21'
L14 N14'21'09"W 17.42'
L15 N04'24'40"W 20.65'
L16 N02'09'19"E 21.16'
L17 N08'31'45"E 16.96'
L1B N15'05'50"E 17.77'
L19 N32'56'33"E 24.91'
L20 N2719'12"E 25.25'
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L~
L49
L50
L51
L52
N19'51'30"E 24.56'
N14'J9'44"E 24.34'
N19'00'56"E 53.80'
N1 9'24'35"E 37.42'
N15'04'00"E 29.09'
N15'24'50"E 44.23'
N18'02'54"E 38.98'
N18'38'34"E 24.61'
N16'32'33"E 22.22'
N17'41'43"E 25.83'
N20'05'59"E 24.51'
N23'44'32"E 26.06'
N2B'1B'16"W 27.22'
N31'28'07"E 28.46'
N3310'05"E 30.06'
N37'23'17'E 15.91'
N04'56'41"W 35.61'
N6715'16'E 15.60'
N24'02'16'E 40.09'
N42'27'17"E 23.56'
N25'38'31'E 9.96'
N66'34'56"W 16.06'
N49'00'19"W 21.99'
N47'39'34"W 32.41'
N47"55'10"W 40.97'
N48'22'21"W 30.47'
N25'49'42"W 109.05'
N06"16'35"E 109.12'
N
CB
PROJECT NORTH
60 90
GRAPHIC SCALE
SCALE: 1"=30'
0 30" DIAMETER ACCESS AND STORMWATER RUNOFF OVERFLOW INLET CSP STORM DRAIN MANHOLE RISER Willi A GRATED INLET.
® BIORETENTION LANDSCAPED FACIUTY FOR STORMWATER RUNOFF TREATMENT PER COUNTY LOW IMPACT DEVELOPMENT JANUARY 13,
' 2011 SUSUP DESIGN GUIDE. liiE '1\8" SURFACE AREA OF liiE BIORETENTION FACIUTY SHALL BE SIZED TO AT LEAST 4 PERCENT
OF lHE TRIBUTARY IMPER\lOUS SURFACE AREA. lHE BOTIOW OF 1HE BIORETENllON FACIUTY SHALL BE GRADED FLAT.
®REVERSE UNOERSIDEWALK PARKWAY CRAIN PER MODIFIED SPPWC STANDARD PLAN 151-2.
11ffis• TAU. lUBiE STEEL fENCE \IIlii STONE 'IENEER CLAD PILASTERS AT APPROXIMATELY 16 fE£1 ON CENTER PER DETI.IL "A" SH0\\1< '9 HEREON. PILASTERS SHALL NOT EXCEED 50 FEET ON CENTER.
@ lUBE STEEL FENCE ON TOP OF A 3.5' MAXIMUW TALL CUU RETAINING WALL WITH STONE VENEER CLAD PILASTERS AT
APPROXIMARY 16 FEET ON CENTER FOR AN OVERALL 6' TALL COMBINED WALL AND FENCE HEIGHT PER DETAIL "B" SH0\\1<
HEREON. PILASTERS SHALL NOT EXCEED 50 fE£1 ON CENTER .
@ S' TALL CMU fREESTANDING WALL Willi STONE VENEER CLAD PILASTERS NOT TO EXCEED 50 FEET ON CENTER. liiE DESIGN AND MATERIALS FOR liiE CMU BLOCK WALL AND liiE STONE 'IENEER SHALL MATCH liiE EXISTING WALLS \\llHIN liiE FOOliiiLLS
DEVELOPMENT.
@ CUU FREESTANDING WALL ON TOP OF A 3.5' ~AXIMU~ TALL CMU RET.'JNING WALL WITH STONE 'IENEER CLAD PILASTERS AT NOT
TO EXCEED 50 FEET ON CENTER FOR AN O'IEilALL 6' TALl COMBINED WALL AND FENCE HEIGHT ALONG A PORTION OF liiE WEST
PROPERTY UNE. liiE DESIGN AND MATERIALS FOR THE CMU BLOCK WALL AND liiE STONE 'IENEER SHALL MATCH THE EXISTING
WAllS WITHIN liiE FOOliiiLLS DEVELOPMENT.
Architects, Inc.
RANCHO CUCAMONGA -FOLSOM-BAY AREA
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite 100
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
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,, .. ,,\\\\\~1\t ............... 0 A •• ,,, ~~tOfESS/~ :---~s'<-Rclt ..._, ff,S ~, ,J>,..L~\ ~-...;: ~~ f:; KELLEY NEEDHAM "{:( ~ ~ No. 38382 t ~ C-19064 "" f ~ ~:: * * \ J> PIIP11<03/31/1 iff ,,, r &C3.: "'..:, C'fVI\.. ~'r ,,, -1 l'[ rj;:\:J ? '• OF --'i-OF CAl. I< ····· .............. lth\\\\\\ .. , ........
CONSULTANT
MSL ENGINEERING, INC.
CIVIL ENGINEERS AND lAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91 773
(909) 305-2395 FAX (909) 305-2397
fYZvj)l_~ 11-06-12
MARK S. ~OUR£U)( (RCE 3B3B2) D.ITE
L
6
6
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: G.R.H. CHECKED: M.S.L.
DATE: 11-06-12 SCALE: 1" = 30'
PROJECTNUMBER: 1113400
PRELIMINARY
GRADING AND
DRAINAGE PLAN
DRAWING C41 NUMBER:
PLOT DATE: 11-0B-12
JN 11005-noo5 C41pgdp
R/W
29' 15' CANNON ROAD
LANDSCAPE SURFACE AREA
BIORE1£NTION FOR STORMWA1ER
RUNOFF TREATMENT
~ 63.33TW
f. /"'PROPOSED GRADE
]
EXIST.
GROUND
''iffu -
/>·. / /· / /· / /.. _/
>
>
DESIGN NOTES
/
SECTION A-A'
ONSITE SIDRt:TENTIDN AREA
SCALE: HDRIZ. 1"=10'
VERT. 1"=10'
EX.
DOC.#"'"''nn_024 7 694
REC. S--2009
A P N 20 '10-39
·~
-·~
.· ~-
DOC. 8-0435946
4-2008 AND REC. 8
DOC.#20
R!CC. 07-2
A.P.N. 20'3-
36856'1
20·1 I
-42
BASIN
CD STORM DRAIN CLEANOUT TYPE A6 PER SDRSD D-9 WITH A MAIN1£NANCE ONLY MANHOLE AND A
24" DIAMETER OUTLET STORM DRAIN PIPE FROM A VERTICAL WEIR PIPE HAVING A RESTRICTOR
PLA 1£ WITH AN ORIFICE OPENING AT THE BOTTOM.
® 72" DIAMETER SOUD WALLED CSP STORM DRAIN HYDROMODIFICA TION PIPE SIZED PER COUNTY AND
CITY DESIGN STANDARDS.
@ 6" DIAMETER PERFORATED SDR35 PVC STORM DRAIN PIPE IN A FILTER SOCK IN THE CEN1£R OF A
12" THICK LAYER OF CLASS 2 PERMEABLE GRAVEL UNDER THE ENTIRE AREA OF SOIL MIX WITH AN
OUTILET INTO THE DOWNS1REAM STORM DRAIN MAIN1£NANCE MANHOLE RISER.
@ 30" DIAMETER ACCESS AND STORMWATER RUNOFF OVERFLOW INLET CSP STORM DRAIN MANHOLE
RISER WITH A GRA 1£0 INLET.
@ BIORE1£NTION LANDSCAPED FACILITY FOR STORMWATER RUNOFF TIREATMENT PER COUNTY LOW
IMPACT DEVELOPMENT JANUARY 13, 2011 SUSMP DESIGN GUIDE. THE "WET' SURFACE AREA OF
THE BIORETENTION FACILITY SHALL BE SIZED TO AT LEAST 4 PERCENT OF THE 1RIBUTARY
IMPERVIOUS SURFACE AREA. THE BOTTOM OF THE BIORETENTION FACILITY SHALL BE GRADED FLAT.
@REVERSE UNDERSIDEWALIK PARKWAY DRAIN PER MODIFIED SPPWC STD. PLAN 151-2.
0 FUTURE PARK BIORETENTION LANDSCAPED FACILITY FOR STORMWA1£R RUNOFF TREATMENT WITH
INLET OPENINGS THROUGH THE CONCRETE CURB PER COUNTY SUSMP DESIGN GUIDELINES.
@FUTURE PARK 72" DIAME1£R SOLID WALLED CSP STORM DRAIN HYOROMODIFICATION PIPE SIZED PER
COUNTY AND CITY DESIGN STANDARDS.
@FUTURE PARK STORM DRAIN CLEAN OUT WITH A STORMWA 1£R RUNOFF METERING WEIR INSIDE.
@TUBE S1£EL FENCE ON TOP OF A 3.5' MAXIMUM TALL CMU RETAINING WALL WITH STONE VENEER
CLAD PILAS1£RS AT APPROXIMATELY 16 FEET ON CENTER FOR AN OVERALL 6' TALL COMBINED
WALL AND FeNCE HEIGHT PER DETAIL "8" SHOWN HEREON. PILAS1£RS SHALL NOT EXCEED 50 FEET
ON CENTER.
. ,.
/ /
'\ ..
.· /
·~ ..
Sl-JAPELL HOMES
r'U JUri£ _-{£SIDENTIAL
DEVELOPMENT
DOC.ii20D8-0L!3594 7
RFC 8-'1 4-2008
A.F'.N. 208 OlD 36
,
"· t •
I 68-0SD-I 7
I
0
\f)
0
I
('Q
lfl
CURVE DATA TABLE
C1
C2 11-36'38'54" R~61.00' L-39.02'
C3 t-=23'25'24" R=50.00' L=20.44'
C4 t-=40'58'11" R~47.00'
C5 t-=421 5'02' R~61.00' L-=44.98'
C6 t-=03'54'16' R~so.oo· L=3.41'
C7 t-=23'25'24'' R=50.00' L~20.44'
CB A=23"25'24" R=50.00' L-=20.44'
R=50.00' L•20.44'
C10 1>=23'25'24" R=50.00' L~20.44'
C11 11-32'06'1 7" R~550.00' L~308.18'
C1 2 t.-1 1 '35'39" R=300.00' L=60.71'
C13 1>=17'40'38' R=1400.29' L~431.94'
PARTIAL LEGEND
I · • ·1 BIORE1£NTION AREA FOR STORMWA 1£R
• •• • •. RUNOFF TREA1£MENT.
~ U~IGROU1£D RIP-RAP.
*"--* EXISTING PROPERTY UNE TO BE REMOVED.
~ 2' GRIND AND A.C. PAVEMENT OVERLAY
~ IN1£RLOCKING PAVERS
EASEMENT NOTES
@PROPOSED EASEMENT TD THE CITY FROM
SHAPEUL HOMES FOR PUBUC ROAD AND
UTILITY PURPOSES PER DOCUMENT NO. _____ J<ECORDED __ _
@ PROPOSED EASEMENT TD THE CITY FROM
SHAPELL HOMES FOR PUBUC STORM WA 1£R
RUNOFF STORM DRAIN HYDROMODIFICATION
STORAGE AND BIORETENTION 1REA TMENT
PURPOSES PER DOCUMENT NO. _____ J<ECORDED __ _
@PROPOSED RESERVATION OF AN EASEMENT FOR
PUBLIC ROAD AND UTILITY PURPOSES WITHIN
CITY OWNED PROPERTY PER DOCUMENT NO.
_____ J<ECORDED·---
@ PROPOSED RESERVATION OF AN EASEMENT FOR
PUBLIC STORM WA1£R RUNOFF STORM DRAIN
H\'DROMODIFICATION STCRAGE AND
BIORETENTION TIREATMENT PURPOSES WITHIN
CITY OWNED PROPERTY PER DOCUMENT NO. _____ _RIECORDED __ _
@PROPOSED RESERVA nON OF AN EASEMENT FOR
PUBLIC PEDESTIRIAN ACCESS PURPOSES WITHIN
CITY OWNED PROPERTY PER DOCUMENT NO. _____ J<·ECORDED __ _
® PROPOSED EASEMENT TO THE CITY FROM
SHAPELL HOMES fOR ACCESS AND UnUTY
PURPOSES PER DOCUMENT NO. __ _
RECORDED•---
@ PROPOSED RESERVATION OF AN EASEMENT FOR
STORM JRAIN AND SECONDARY STORM WA 1£R
RUNOFF OVERFLOW PURPOSES I\1THIN CITY
OWNED PROPERTY PER DOCUMENT NO. --
RECORDED -----
N
EB
TRUE NORTH
0 15 30
LINE TABLE
L1 N48'21'33'W 8.42'
l2 N51"1 5'J"j"W 4.3.67'
L3 N52'23'29"W 35.98'
L4 N52'25'37"W 29.91'
L5 N48'39'14'W 23.08'
LS N53'46'31'W 41.98'
L7 N54'41'34"W 39.7o'
L8 N56'01'32"W 36.13'
L9 N56'52'22"W 37.20'
L10 N5J18'5B"W 26.23'
L11 N53'46'06"W 20.48'
L12 N4313'05'W 20.44'
L1J N29'25'43"W 12.21'
L14 N14'21'09"W 17.42'
L15 N04'24'4D"W 20.65'
L16 N02'09'19"E 21.18'
L17 N08'31' 45"E 16.96'
L1 B N15'05'50"E 17. 77'
L19 N32'56'3J"E 24.91'
L20 N2719'12"E 25.25'
L21 N1 9'51'30"E 24.56'
l22 N14'39'44"E 24.34'
L2J N19'00'56"E 53.80'
l24 N19'24'35"E 37.42'
l25 N15'04'00"E 29.09'
l26 N15'24'50"E 44.23'
l27 N18'02'54"E 38.98'
l2B N1 8'38'34"E 24.61'
l29 N0014'53"E ~4.78'
L30
L31 NDD1 4'53'W 4. 75'
L32 N16'32' 33"E 22.22'
L33 N17'41'43"E 25.83'
L34 N20'05'59"E 24.51'
L35 N2Y44'32"E 26.06'
L36 N2818'16'W 27.22'
U7 N31'28'D7"E 28.46'
L38 N331 0'05"E 30.06'
L39 N37'23'1 7"E 15.91'
L40 ND616'35"E 24.56'
L41 ND4'56'41'W 35.81'
L42 N6715'16"E 15.60'
L43 N24'02'16"E 40.09'
L44 N42'27'17"E 23.56'
L45 N25'38'31"E 9.96'
L46 N66'34'56'W 16.06'
L47 N49'00'19"W 21 .99'
L48 N47'39'34"W 32.41'
L49 N47'55'10'W 40.97'
L50 N48'22'21'W 30.47'
LSI N25'49' 42"W 109.05'
L52 N06'16'35"E 109.12'
N
EB
PROJECT NORTH
60 90
GRAPHIC SCALE
SCALE: 1"•30'
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite 100
Roncho Cucamongo
California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
•
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CUP 12-07
CONSULTANT
MSL ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 30~-2397
rrz~~~ 11-06-12
MARK S. l..<\.MOUREU)( (~CE 38.382) DATE
D
D
1/\
D
1/\
D
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: G.R.H. CHECKED: M.S.L.
DATE: 11-06-12 SCALE: 1' = 30'
PROJECT NUMBER: 1113400
PRELIMINARY
STORM DRAIN
AND UTILITY PLAN
DRAWING C42 NUMBER:
Pl.OT DATE: 11 05 12
JN 11oos-noos C42putl
/
..
/
/·'
' i I
/'•
<;{~~~~:>
~·
/ /
!
/
5JIAPELL HOMES
." UTURE RES!DENTAI ..
DEVEi..OPMENT
DOC.#20C iJ..:.0'~3594
REC. fJ-i L) -?.OOB
A p· N' "'0·"-0''Q-,j"'"' _,---,, ' • !:, u j ' ;_)
/
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/
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A.P.N. 153-050-'17
I
I
0
~
0
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l0
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0
N
ffi
lRUE NORTH
1~ JO
CURVE DATA TABLE
Cl
C2 t.-36'38'54" R=6tOO' L=39.02'
C7 t.-23'25'24" R=SO.OO'
L=33,61'
L=44.98'
L~J.41'
L=20.44'
~C~B+..::lF::.23='2="5f''2-';4":-f-'R~=SO.OO'
C9 A-23'25'24" R=50.oo' L~20.44'
C1D t.-23'25'24" R=50.00' L~20.44'
C11 t.-32'06'1T R~550.00' L=30e.18'
C12 A-11'35'39" R~300.00' L~60.71'
C13 t.-17'40'38" R=1400.29' L=431.94'
PARTIAL LEGEND
R~llic'l BIORE1£NTJON AREA FOR STORII.WATER
!:::ill-'TI RUNOFF lREAltMENT.
MSI LANDSCPAING.
lilsS6~ UNGROUTEO RIP-RAP.
I. ·········I i : ):::i' A.C. PA>t:MENT.
[~·~:.J CONCRETE PA>t:MENT AND SID~WALI{S.
b:S5?J DECDRAi1>1: INTERLOCKING CONCRETE
~~=~~ PA>t:RS.
I . =:J PflOPOSEO BUILDINGS.
~'''•'"'''!•. DECOMPOSE[) GRANITE AROUNP 'THE rt"'~~'?~",. FLAGPOLE.
§dil""d COLORED BAND CONCRETE.
-lf--lEe EXISTING PROPERTY LINE TO llE REMO-.t:O.
STREET QUANTITIES
QUANllTY DESCRIPTION
12,820 SF A.C. PAVEMENT
7,480 SF CONCRETE PAVEMENT AND SiDEWALK
4,310 SF LANDSCAPIN~G __ ----l
1.000 SF STAMPED COLORED CONCRfl£
OUTSIDE STREET R/W QUANTITIES
QUANTITY DESCRIPTJON
0 Sf A.C. PAVEMENT
0 SF CONCRETE PA>t:MENT AND SIDEWALK
0 Sf LANDSCAPING
2,030 SF 1 BIORETENTION AND LNGROUTEO RIP-RAP
ON-SITE QUANTITIES
QUANTITY DESCRIPTION
11,302 SF PROPOSED OUILOIN()S
35,270 SF CONCRETE PAVEMENT AND SIDEWALK
30,890 Sf LANDSCAPING
240 Sf LANDSCAPING UNDER CAR 0-.t:RH/>.NG
2,220 Sf SIORETENTION AN[) UNGf<OUTED RIP-RAP
110 Sf DECOMPOSED Gf<ANITE
4,210 SF DECORATJ>t INTERLOCKitjG CCNC. PA>t:RS
N
ffi
PROJECT NORiH
60
GRAPHIC SCALE
SCALE: 1"=30'
LINE TABLE
L1 N48'21'33"W 8.42'
L2 N5115'33"W 43.67'
L3 N52'23'29"W 35.98'
L4 N52'25'37"W 29.91'
L5 N48'39'H"W 23.08'
L6 N5Y46'31"W 41.96'
L7 N54'41'34"W 39.71)'
L8 N56'01'32"W 36.13'
L9 N5&'52'22"W 37.20'
L10 N53,8'58'W 26.23'
L11 N53'46'06"W 20.46'
L12 N43~3'05"W 20.1.4'
L13 N29'25' 43"W 12.21'
L14 NH'21'09"W 17.42'
L15 N04'24'40"W 20.65'
L16 N02'09'19"E 21.18'
L17 N08'31'45"E 16.96'
LIB N15'05'50"E 17.77'
L19 N32'56'33"1' 24.91'
L20 N27~ 9'12"E 25.25'
L21 N19'51'30"E 24.56'
l22 N14'39'44"E 24.34'
L2J N19'00'56"E 53.80'
L24 N19'24'35"E 37.42'
L25 N15'04'00"E 29.09'
L26 N15'24'50"E 44.23'
L27 N16'02'54"E 38.98'
L2B N18'3B'34"E 24.61'
l29 N001 4'53"E 44. 78'
LJO
L31 NOO, 4'53"W 4. 75'
U2 N16'32'33"E 22.22'
L33 N17'41'43"E 25.83'
L34 N20'05'59"E 24.51'
L35 N23'44'32"E 26.06'
L36 N2B16'16"W 27.22'
L37 N31'2B'07"E 28.46'
L36 N3310'05"E 30.06'
L39 N37'23'17"E 15.91'
L40 N0616'35"E 24.56'
L41 N04'56'41"W 35.61'
L42 N6715'16"E 15,60'
l43 N24'02'16"E 40.09'
L4~ N2~'38'31"E 9.96'
f-"L46.:::-rN:::66":.3C:,4''56"W 16.06'
L47 N49'00'19"W 21.99'
L46 N47'39'34"W 32.41'
L49 N41'5~'1 o·w 4(t97'
L50 N48'2.2'21"W 30.47'
L51 N25'49'42"W 109.05'
L52 N0616'35"E 109.12'
Architects, Inc.
RANCHO CUCAMO'!VGA-FOLSOM BAY AREA . -
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite 100
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
M 1-z
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CUP 12-07
CONSULTANT
MSL ENGINEERING, INC.
CIVIl. ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE: DEVELOPMENT
402 W. ARROW HWY. SlE. 4
SAN 011.11\S, CA. 91773
(909) 305-2395 fAX (909) 305-2397
r1a.J~-~ 11-06-12 ,, __ , ... , .. ,_,_
MARK S. LI.MOUREU){ (RC£ :l!!3!!2) """'
~
D
D
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~
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: G.R.H. CHECKED: M.S.L.
DATE: 11-06-12 SCALE: 1' = 30'
PROJECT NUMBER: 1113400
PRELIMINARY
PAVING PLAN
DRAWING C43 NUMBER:
Pl.Ol DATEl 11-06-\2
JN 11005-00()5 C43ppp
/
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0 10'
)-,FUTURE Y PARK
'.
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20'
. '·
' ' -_/
SITE PLAN
/• ' .
/ .
.'40'
/
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/
/
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/
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/
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PROPOSED FIRE STATION
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~66.40 SITE DATUM
(65.65± PAD)
-. -----. -
RESIDENTIAL
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PROPOSED
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F.H.
PROPOSED
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\
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\ ' -----,,_
\ .
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\
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/ /
I
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11)
0
I co
lO FUTURE~ A
RESIDENTIAL '-JI
• I ) 1 ·"
z
Q_
<(
1" ::: 20'-0"
N
6
CONCRETE SIDEWALK
SAW CUT JDINTTJ1
NEW6' TALL CONCRETE MASONRY WALL AND 16" x 16"
CONCRETE MASONRY PILASTER WITH STONE VENEER
FINISH, SEE CIVIL DRAWINGS
NEW 6' TALL T.S FENCING OVER CONCRETE W.ASDNRY
RETAINING WALLAND 16"x 16" CONCRETE MASONRY
PILASTER WITH STONE VENEER FINISH, SEE CIVIL DWGS
----{)------0-
..........
< F.H.
NOTE:
NEW 6' TALL T.S. FENCING AND 16" x 16" CONCRETE
MASONRY PILASTER WITH STONE VENEER FINISH, Sf:E
CIVIL DRAWl NGS
ACCESS PATH
PROPOSED 18' TALL SITE LIGHTING W/ A 150 LPS (LOW
PRESSURE SODIUM) LAMP AND A SHIELD THAT
PREVENTS LIGHT SPILLAGE ONTO SURROUNDING
PROPERTIES AND PROVIDES A MIN. OF 1 FOOT CANDLE
OF LIGHT ONTO THE NEW SITE IMPROVEMENTS.
FIRE HYDRANT
FOR ALL OTHER SITE INFORMATION SUCH AS PROPOSED UTILITY LINE LOCATIONS,
SEE CIVIL SHEETS C40 THROUGH C43
MATERIAL LEGEND AND GENERAL NOTES 1
PROPOSED NUMBER OF LOTS:
PROJECT AREA:
TOTAL BUILDING AREA:
TOTAL BUILDING COVERAGE
NUMBER OF PARKING SPACES:
PROJECT ADDRESS:
ACCESSOR'S PARCEL NUMBER:
EXISTING ILAND USE:
1
2.314 AC (GROSS) /1.995 AC (NET)
FIRE STATION: 10,858 S.F.
HOSE TOWER: 444 S.F.
TOTAL : 11,302 S.F.
13.2%
13 VISITORS 120 STAFF'
CANNON ROAD AND WINO TRAIL WAY
APN 208-010-38 AND 208-010-42
VACANT
PROPOSED LAND USE: FIRE STATION
TABLE OF EXISTING AND PROPOSED
Q GENERAL PLAN LAND USE DESIGNATIONS
EXISTING
ZONING P-C (PLANNED COMMUNin')
GENERAL PLAN OS (OPEN SPACE)
MASTER PLAN PA12 (PARK)
LOCAL FACILITIES MANAGEMENT
SCHOOL DISTRICT:
WATER DISTRICT:
SEWER DISTRICT:
PROPOSED POTABLE WATER DEMAND
(IN GALLONS PER DAY)
PROPOSED SEWER DEMAND
(IN EQUIVALENT DWELLING UNITS)
AVERAGE DAILY TRAFFIC:
FLOOD ZONE:
PROPOSED
P-C (PLANNED COMMUNin')
OS (OPEN SPACE)
FIRE STATION
ZONE14
CARLSBAD UNIFIED SCHOOL DISTRICT
CARLSBAD MUNICIPAL WATER DISTRICT
CITY OF CARLSBAD
1,600 GPD (BUILDING)
1,126 GPD (LANDSCAPING)
1,320 GPD@ 6 DWELLING UNITS
48 ESTIMATED (SEE PARKING NOTE #3)
THREE APPARATUS VEHICLES
{UNDETERMINED NUMBER OF CALLS PER
DAY)
16 STAFF VEHICLES (DURING SCHEDULED
SHIFT CHANGES)
TWO OR THREE VISITORS' VEHICLES
ZOI"E X (AREAS DETERMINED TO BE
OUTSIDE THE 500-YEAR FLOOD PLAIN)
PRELIMINARY ESTIMATED EARTHWORK QUANTITIES
TOTAL CUT: 14,000 CU. YDS
TOTAL COMPACTED FILL: 14,000 CU. YDS
ESTIVATED AMOUNT OF DIRT TO EXPORT: OCU. YDS
'PARKING NOTE:
CREW OF EIGHT PER SHIFT /TWENTY PARKING STALLS ARE PROVIDED TO EASE
SHIFT CHANGES (ANTICIPATED EMPLOYEE SHIFTS WILL CHANGE ONCE EVERY 24
HOURS)
2. TWO VISITOR'S ACCESSIBLE PARKING STALL IS PROVIDED, 11 OTHER VISITORS'
PARKING STALLS ARE FOR GENERAL VISITORS' USE
3. AVERAGE DAILY TRAFFIC INFORMATION
(SOURCE: CARLSBAD FIRE DEPARTMENT)
A. NUMBER OF APPARATUS VEHICLE TRIPS: 10 (51N AND 5 OUT)
8 NUMBER OF EMPLOYEE TRIPS: 16 (BIN AND 8 OUT)
C. NUMBER OF ERRANDS I TRAINING TRIPS: 16 (8 IN AND 8 OUT)
D. NUMBER OF VISITOR I VENDOR I DELIVERY TRIPS: 6 (3 IN AND 3 OUT)
F. TOTAL NUMBER OF AVERAGE DAILY TRIPS 48
SITE INFORMATION 3
Architects, Inc.
RANCHO CUCAMONGA • FOLSOM • BAY AREA
SOUTHE&'V CALIFORNIA
8163 Rochester Avenue, Suite 1 00
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
(") 1-z
• w
0 ::2: z 1-
0 0::
<( <(
<( z 0. u
fll 0 w -
0 0 en -(tj 1-w _J <( 0:: (/)
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0:: -LL <( u
CUP 12-07
. . . . . . ' .
·.
.........
CONSULTANT
6
6
6
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: KC CHECKED:
DATE: 11/08/2012 SCALE: 1 "=20'-0"
PROJECT NUMBER: 1113400
ARCHITECTURAL
SITE PLAN
DRAWING A-01 NUMBER:
12'-8" 5'-4" 12'-0" 16'-B"
+---------~---------+----~--------4-----~----------
i
I
I
I
I
:
7'-4" 14'-0"
l.r-;l~.. 'I~
,-['1--' '10~ 1103 ~----+------+--+------r--+-----T:-~~1 ~L)~~~~~
~ : :/'"
I
I
I
[
11r------'l=1 :::::;12 J A
12'-8" 5'-4'' 12'-0" 22'-0" 16'-8"
FIRST FLOOR PLAN (1 0,858 SF)
143'-4"
I
\
I
135
143'-4"
14'-0"
\ II
~
1/ \
I I
_2'-B",
\
1\
1/
I
47'-4"
14'-0"
I \
---t-----
------
4'-0" ,2'-8"
56'-0"
14'-0"
14'-0''
I I
I I
14'-0"
I J i ~-----_J
16'-8"
N
EB
PLAN NORTH
1/8" = 1'-0" 6
ROOM LEGEND
CO.~CRETE MASONRY. SMOOTH FACE AT All LOCATIONS.
EXTERIOR INSUlATION AND FINISH SYSTEM AT ALL
EXTERIOR LOCATIONS 8" WIDE TYP., UNO.
'-----BRICK VENEER, WHERE OCCURS
6" WOOD STUDS@ 16" 0 C. AT INTERIOR LOCATIONS
PROVIDE ONE LAYER OF SIB" GYPSUM BOARD EACH SIDE. AT
EXTERIOR LOCATIONS PROVIDE ONE lAYER OF 518" GYPSUM
BOARD AT INTERIOR SIDE AND EXTERIOR INSUlATION AND
FINISH SYSTEM AT EXTERIOR SIDE
BRICK VENEER, WHERE OCCURS
FLOOR PlAN NOTES
1
1. THERE WILl BE NO HAZARDOUS MATERIALS STORED OR USED WITHIN BUILDINGS
THAT EXCEED CBC TABLES 307.7(1) AND 307.7(2)
2. FIRE STATION IS NONSEPARATED USE PER CBC 2010, SECTION 508.3.3-NO
SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES
3. FIRE PARTITIONS ARE PROVIDED FOR THE WALL SEPARATING SLEEPING UNITS
PER CBC 2010, SECTION 420.2
WALL LEGEND 2
'-0" 4'-0"
20'-D"
8'-0"
r-------,
I I
I I
I I
I I L--0--.J
. . . 1 . . . '
. . . I . . . . .
4'-0" '-0'
• I·
. I
.I . . I . ' '--T~ ~
. .·I· .
. I .•• ·I •
HOSE TOWER (444 SF) 1/8"= 1'-o" 3
Architects, Inc.
RANCHO CUCAM~ONGA • FOLSOM • BAY AREA
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite J 00
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
(") 1-z
• w
0 ~ z 1-
0 0:::
<( <(
<( z 0.. 0
(() 0 w -0 0 en -<( I-w Ill _J <( 0::: (./)
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0 <( 0 w Ill
(./)
0:: _J
0::: -LL <(
0
CUP 12-07
, ...... '•
·.
.......
CONSULTANT
6
6
6
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: KC CHECKED:
DATE: 10/24/2012 SCALE: 1/8"=1'-0"
PROJECT NUMBER: 1113400
FLOOR PLAN
DRAWING A-02 NUMBER:
METAL TRELLIS -----,
ROOF PLAN
MEIALAWNING --....._
.. . .. '*" -
.;:.,.
' ' I, ' • • ! • ~ •
. ' ' . .
-' 'j,i. '
' ..... ,1'.:··! -:~.:._: .• ~:":~.~-~-.J-~~-~:;_.;~: ni= . .. . ·~"<' .......... ~Y
.. i
........... _: __ -_._ -'---'-· .. ' ... --·-· ···-· ---------
' ,'I '
... -.... -r •.. .. ·.·' ' . . -.... .
· -· • · • • • 1-:_:t r_: .'_______: .: .. .: ... -
'' . '1"'.' •' J • '' '!' .
' .. ',' ... ' .
f .
;._•...:.._•_:_ . ..:..•,_;_ '.•.: ._,,._j '. •' ·--' ....... \
--___ ,, ____ 4 , • '--~----·-
. l . ' . .....-. -;···,-.
r--METAL TRELLIS
,--\.1ETALMii'>IING
................
···-·---~---·
~-MCTALAWN!N[3
~-METAL AWNING
N
EB
PlAN NORTH
118" = 1'-0" 6
~ ~
EJ .
. . .
oro
CONCRETE 'ILE ROOFING
EAGLE ROOFING, BEL AIR "RIDGECREST", No. 4256
MODIFIED BITUMINOUS MEMBRANE ROOFING
ROOF AND OVERFLOW DRAIN
ROOF ACCESS HATCH
CRICKET, SEE DETAIL
MECHANICAL UNITS, SEE MECHANICAL DRAWINGS
ABBREVIATIONS AND MATERIAL LEGEND 2
~-----1--....,.--METALAWI~ING
N
EB METAL AWNING
PLAN NORlH
HOSE TOWER ROOF PLAN 118" = 1'-0" 3
Architects, Inc.
RANCHO CUCA.'IfONGA • FOLSOM • BAY A1IEA
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite J 00
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
fmc 909-980-9980
Ci) 1-z
• w
0 2 z 1-
0 0:::
0: <(
<( z (.)
co 0 w -
0 0
(/) -<( 1-w Q) _J <( 0::: (/)
0::: -_J
1-u.. 0::: <( 0 (/) <( u <( (.) w Q)
(/)
0::: _J
0::: -lL <(
(.)
CUP 12-07
,•.' ... '•
' . . . . " ....
CONSULTANT
6
6
6
6.
6.
6.
NO DATE BY DESCRIPTION --
REVISIONS
DRAWN: KC CHECKED:
DATE: 10/24/2012 SCALE: 1/8"=1'-0"
PROJECT NUMBER: 1113400
ROOF PLAN
DRAWING A-03 NUMBER:
-----/ ' I \
I
\
'
~--q()'/VLOC-< ,;T EVERY
10Tr CCURSE
I
I
\
' .... /
-~
"" /
I
I
\
~JCTE T-1E BRIC-<\VO~K PATTE=!~, '/v'ILL BE
·.;sc·: Th~C-J3\-< Cl_, T --·_,e_ P~C~::.::E::T
\'::LL-011\1~3 =-:RE STAH::-~~ 3U L01!'~~3,
-esc -o\<\'ER ,.~,\~o -~E __ IS s~~p:::c~T
i\·1ETAL TRE'-US
s-RU8TL~E ----,
PILASTER vViBRICK.
VE\EU FiN SH
EXTERIOR ELEVATIONS
-------CLER::s-ORY WINDO\NS
_r---PRECAST T;:IM
_,.-----M ~T A..l ,A_V\/\JI~jG
._----RO\NLOC.< A.' EVt::.R Y -•<
10TH COL .... RSE
I
---------S~ERESTOqy './v'1\JDCWS
.r---PRECAST TRJM
,-----81-FOLD APPA~A-US CCH-=:·RS W'TH
TCP A~C 80-12·\1 GLAZING, -yp
,---EXTERIOR PU'-STER COLOR 1, TYP
r-EXTERIOR PLAS-ER, COLOR 3, TYP
I ~BRICK VENEER FINISH
,---META'-TRELL1S
,-----'2" STUD \IOLNT':D
~LLMI!\ATED
MeTAL LETTERS
META.LAW!'>.Ji"-JG -------,
__ +38'-C)" T.A.Ll~T ~o-~
,------SECTIONAL CVE'<HE.AD DOOR WITH
GLAZING. TVP
,-----EXTERIOR PLA-STER, CO_O~ ' TYP
---E-XT_ERIOR~LASTER COLOR::_ TY0 •28._0., TOP OF~~
,------PRECAST TRIM. TYP -,
•20'-0" T CN. ~
+'5'-8" T.O.? ~
,---EXTERIOR PLASTER. CCLO" 1. TYP. CLERESTCRY W \DCWS ----
,---BRICK VeNEER FIN lS-i TYP
___ •.=28 -_::_TOP C 0 RIJGE ~
PRECAST TRil~ ----
_:15'-:~ T~ ~-!--
L~--·-
__ +38'-C" TALLEST :)011'~
---'-28'-_C" T2..,P OF ~103:: +
.,.---SOcu!E'< COL?-SE
LN~ER w 'mow
PRE·:AS-~::;: \1 ___ -16-8"--q
,------12" STUD MOVNTED'
ILLUMIHAT!:'D
ME-AL LETTERS
;---~ PRECAS~ TRIIJ
,__ __ METAL.U.'vV!\JING
F ·= F1\ISH F:._80R
T 0.:~1 TO? OF MASONRY
T.O P TCP OF 0 AR4PET
COLOR CH.4,RT
COLOR 1 aEI3::, :uNN EDWARDS OEC/'37
"J4KARTA"
\EXTERIC=( Pu'•STt=R \1AI~-~ ::IE_D COLCR'
COLOR 2 ,.LIG:-.T E~OWNJ DUV''< ED'liARC::S DE611i
'CC_QR'\DO ~RA L"
·;::AvE -pl\f1S Ei.-=.R'OR Pl:-\.S-E~ .,...~!'11 S
C-0'-:::::R 4 RJST R::C' CV~\ ::::'v'/A.RD3 :EA"')5
'A.RP..3i.C., '~ ~=c'
,D'CC:R. DCO~ FRP.~i1ES ·vv~~·,CC'h FR,"-.\1ES. AF=PARA-·_s
DOORS. METAL """R:::LL S. A\'\''~I~JG'
118" = 1 '-0" 3
Architects, Inc.
R.-L'YCHO C('C.-LI10NGA • FOLSOM • BAY AREA
SOUTHE&."" CALIFORNIA
8163 Rochester Avenue, Suite !00
Rancho Cuca.'Tlonga
Coi'fornia 97 730-0729
tel: 909-987-0909
lax: 909-980-9980
('(') 1-z
• w
0 :2 z 1-
0 0::::
<( <(
<l:: z 0... ()
co 0 w -
0 0 en -<( ~ w en _J <( 0:::: (f)
0::: -_.J
I-LL 0:::: <( en 0 <(
0 <( 0 w en
(f)
0::: _.J
0:::: -u_ <(
()
CUP 12-07
CONSULTANT
6
6
6
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAVIJN KC CHECKED:
DATE: 10124120'2 SCALE 1/8"=1'-0"
PROJECT NUMBER: 11' 3400
EXTERIOR
ELEVATIONS
DRAWING A-04 NUMBER
~ +38-C' TALL~ST__:o_~<_T __
' ~35'-0" TO:) 0!= :::)l_;-_'-_E __
+: -:. =1\ Sr-= _.:::--:;~ ----
BUILDING SECTION
~ -3~. _,:' .,..A~U:sr POl\ T
-~ +35-c:· 7 0:::) OF PL,ATE
BUILDING SECTION
BUILDING SECTION
1/8''=1 '-0" 1
___ -_c·-o.::_FifJ_i_SH "LOOR ~
1/8''=1'-D" 2
___ -D'-Y ~\ISH FL..·:CR '
1 18"=1 '-0" 3
Architects, Inc.
RA.VCHO CUCAMONGA • FOLSOlf • 11.4YAREA '
SOUTHER. 'I CALIFOR.';IA
8' 63 '< ' ' • ' ' ' ~-.1 l,ocnes~er h'len~...'e1 .__'.)118 ,' ·.JU
Rancho Cccamorga
Ca!ifornio 91730-0729
rei. 9G9-987-0909
lex: 9~9-930-998G
C'0 f-z
• w
0 ~ z f-
0 n:::
<( <(
<( z 0... u
aJ 0 w -0 0 (f) -<( I-w co .....J <( n::: (J)
0::: -_.J
I-lJ_ n::: <( (j) 0 <(
0 <( u w co
(J)
0::: _.J
n::: -LL <( u
CUP 12-07
CONSULTANT
6
6
6 !
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: KC CHECKED. KN
DATE. 1012412012 SCALE AS NOTED
PROJECT NUMBER: 1113400
BUILDING
SECTIONS
DRAWING A-05 NUMBER:
I I I L
I I I
I I I I
I I I
I I I I
I I
I I I I
I I I
I I I I
~I :::;
~I w ~I
I I I I
I I I I
I I I I
I I I I I
~ 0 If I
I I I I
I I I I I
I I I I
I I I I I
FILEJCSI NUMBER XC·D2-097 REVISION D.tCE 0~/0112005
SITE ROLLING GATE ELEVATIONS
•
I <1,
1'-1"
/ /
/ /
!l-'1 -1
<1
i-I '•-1 I I ! --. ----,
_,----2" THK. PRECAST CAP
_,---B" THK CMU WALL
_,---STONE VENEER, BOTH SIDES
,----LANDSCAPE OR BRICK PAVER
VI/HERE OCCURS
_,--CONCRETE FOOTING
REVIS' ON Q!..TE 0410112005 JOB 1\L..JI/BER: 11134
GARDEN WALL 3/4"=1'-0" 14
_,---2" THK. PRECAST CAP
FI-EICSI Nl-t/BER: XP02-015 ~EVISION DATE
GATE STOP
r-------l
4" X 4" X 114" T.S I I
I
I
I
I
I
I
I
I
I I I I I I
I I I I I I I
I I I I I I
I I I I I I I
I I I I J I
I I I I I I I
I I I I I I
I I I I I I I
,JOB 'lUMBER 11134
,----GATE IN CLOSED POSITION
r--C.M.U. WALL WITH 2" CAP
'
"----4" X 4" X 114" T S. POST WITH
PLATE CAP, PAINTED, TYP.
'---RUBBER ROLI_ERS WITH
GUIDE BRACKETS, TYP.
N
EB
0410112!005 JOBNUMBER: 11134
1 1/2"= 1 '-0" 11
/ TUBE STEEL FENCING AND
SITE GATE
I I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I L I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
OUTLINE OF GATE OPERATOR
TUBE STEEL POST
lrfui1r II I I I I
I I I -I I I I
L I I J
I I f
I I _li '
I I I I
I I I
,----CONCRETE PAVING
,----CONCRETE MASONRY WALL
CONCRETE MASONRY CAP
SEE CIVIL DRAW~
I , --
'---CONCRETE FOOTING
'---CONCRETE PAVING
'---CONCRETE CURB
F\LEICSI NUMBER: XC02-093 REViSICN DATE 09101/2005 JDSNU~BER 11134
TRASH ENCLOSURE 1/4"=1'-0" 8
,-----STONE VENEER AT ALL
EXPOSED SIDES, TYP.
1 ,---1 lr-+=~*+:_::-:_:'f~O~IP:::OF PILASTER ON FOREGROUND
POSTS WITH I li'• •·'iii ~~-/ SEE CIVIL DRAWIN_G_S~'-i
PLATE CAP IN I I Ill 11 Ul II .// ....----CONC. MASONRY CAP
.,.--~-B" THK. CMU VI/ALL, TYP.
1 '-1"
,-----/--PLANTER AREA
ti--~~~~~~/=/~/7/~~==~~
;-/,· ;
! -------/
!-----~----~~ I /
I ~-------
,q • ~I • • ; q : ·-
FILE/CSI NU\1BER XD02-096 REVISION DA-E 0~!01/2005
SEAT WALL AND PLANTER
__.I---2"THK. PRECAST
CAP
--{'r--BRICK PAVERS
BEDDING SAND
OVER 4" CONCRETE
BASE OVER
COMPACTED NATIVE
SOILS
JDENU\mER 11124
3/4"=1'-0" 15
FOREGROUND, ./'11 IU mill 11 11 / / /
PAINTED :..:::JV : "" ·~ 1 1 //, : CO~C. MASONRY CAP
RUBBER
ROLLERS WITH
GUIDE
BRACKETS IN
FOREGROUND
I I J // I IJ __ / /
I . ,/ ,/
/ " I ///
~16"X 16"CONC. MASONRY
PILASTER IN FOREGROUND
I /
/ /
NOTE: /
/
./ /
IN CLOSED
POSITION, TOP
OF GATE TO BE
PARALLEL WITH
TOP OF TUBE
STEEL FENCING.
NO PORTION OF
GATE ASSEMBLY
TO PROTRUDE
ABOVE TOP OF
TUBE STEEL
FENCING
CO.~C. MASONRY SITE VI/ALL
BOTTOM WHEEL OVER CONT.
BOTTOM TRACK
CONCRETE
PAVING
BOTTOM TRACK
LANDSCAPING
I ~=~~:
l. ": // :-:1·1-11=: I~ :,, 1-. ll-1'1 ___ 1
ouTLINE oF 1a" 1 : 1-'_-'~1 ir-+1 -----'-'/~/-::-. __,---+~·-·-:..._, ·,I=-I , ' ' -:-
DIA. X 2'.(;" DEEP ' I I NOTE
CONCRETE ~~-~-···=:'I= .,I ---FOR;DDITIONAL
FOOTING IN ~: 1 ~--=-' ' ,, -I INFORMATION, SEE CIVIL
FOREGROUND _ '+ ~ r=., -"'r.....J,..,_.,-r==r-c--1 ;::::-DRAWINGS
~ILE/CS1 NUMiolt:R XD02-0IT-.. REV SION DATE 04/0' 12005 JDB NUMBER 11134
WALL AT GATE 3/4"=1 '-0" 12
. /
/ //
/
T.0.\111. J,
--S::-:E::E CIVILDRAWINGS 'f
L-------CONC. MASONRY WALL
//.
_...,~--CONC. PAVING, SIDEWALK OR r
I
I= I_ -' ''r------''---''----L/_J_~--1,.....,-( -=1 -]! 11 .j"
I= II . . -I I I: 1-I I, I _ _t.,-.,_= __ ,..., 'I =---=rl ""1""'---___;,...-,--: 1;=_-_=. ,c-rl----:
' . I I . I • I'" -~I . =I ' ~--·
FILEICSI NUMBCR-XD02-G14 R[VI810N [)ATr 04/C'I2C05
SITE WALL
LANDS CAP lNG, WHERE
OCCURS
CONCRETE FOOT lNG
NOTE:
FOR ADDITIONAL
INFORMATION SEE CIVIL
DRAWINGS
.JOGNUriiBE~ 1'134
3/4"=1 '-0" 9
I
I
I
I
I
I
I
I
I
\
\
I I
I
I I
I I I I I I I I
I I I I
I I I I
I I I I
I I I I
_\
C.M.U WALL WITH 2" CAP
I~ :::;
I~ w 1"-0 "' 1/ ec=:::
r I F--
I C::::::
J I==
I E
I r-----,
I I
PILASTER
WITH STONE VENEER
I F7 I I f-'--
TUBE STEEL SITE SLIDING
GATE
CM.U. WALL WITH2"CAP
I I
\ I I I
I\ I I I
~ I I
I ' I I I
I I I
I j _
I J I
I I
\ 4" VI/IDE PARKING STRIPING,
\ TYP. _,_-------------
1 --\ \ --' -----
\ ----\ J..'--J.--_..-\
I I
I I
' '
A: ELEVATION 1
SITE DETAIL GENERAL NOTES
1. ALL SITE METAL WORK
SHALL BE PAINTED TO
MATCH FIRE STATION'S
METAL RAILINGS AND
METAL APPARATUS DOORS
2. ALL SITE MASONRY WALL
SHALL REMAIN EXPOSED.
(ORCO ''BROWN SPLIT
FACE" BLOCKS)
B: ELEVATION 2
1/411~1'-011 1
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JOO NUI't10FR 11134
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TRASH ENCLOSU E 114"=1'-0" 3
Architects, Inc.
RANCHO CUCAMONGA • FOLSOM • BAY AREA
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite 1 00
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
lax: 909-980-9980
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6.
6.
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: KC CHECKED: KN
DATE: 10/24/2012 SCALE: AS NOTED
PROJECT NUMBER: 1113400
DETAILS
DRAWING A-06 NUMBER:
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LOW
LOW
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LOW
LOW
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AT WIND TRAIL WAY
C.OMMENTS SPACING
N/A FER PLAN
N/A 12" o.c..
N/A S' O.C.
N/A "12" O.C..
N/A 4e." o.c..
N/A IS' O.C..
N/A 4e." O.C..
N/A 24" o.c..
N/A 24" o.c..
N/A 1e11 O.C..
N/A 12" O.C..
N/A :en O.C..
N/A 48" O.C..
N/A It;." O.C.
N/A --
PLANT MA-n;;RIAL GIUANTITII:5, IP !SHOif.IN, ~ 6IVEN !"''R CONVENIENa: ONI. 'f. PLANT
S'r'MBOLS ANO S1 ECIPIEO SPAG.IN6 SHALL TAKE~-CON'l"RAGTOR SHALL
'1/ERIP'f PLANT MATERIAL GIUANTITII:5 PER. Pl-AN.
I AM f'A"11LIAR HITH -He: RCGoiRCI'-1CNT5 fOR THE LA'IDS::.APE A\D I'<R G.ATION PL.AN5 001\TAINED IN THO'
CITY OF C!\'<.LSBAD S L.AHGSCAFE HI\H~AL AHD HATER ::~~I c. EHT LAH:::>SCA"'E '<:J:S~i..AT C"S. HAVIO
PREPARED -HIS FLAI' IN COHF:.IAHCE rii'H THOSE '<ES~LATIONS AN::> THE LANDSCAFC HAN~AL AN::> AGRE'E TO GOHF:.. Y JAII"Cf-< i\lL REOUIR':HENTS K-EN SJE;i>" TTI';S CCNSTRU::;,TIOH DOCUHE\ TS. c:::RT FY
TH/,--HE LAN MFLEHENTS T'-ICS": REGULATIONS -o FRO-liDO' ::~F CIE\T U5E 01" HAlER.
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SEE SIIEEI L-6.0II"''R PL.ANTINe C>ETAILS *NOTES.
UNDERGROUND SERVICE
ALERT
GALL:
811
THO HORKING DAYS
BEFORE YOU DIG
Architects, Inc.
RANCHO CUCAMONGA • FOLSOM • BAY AREA
SOUTHERN CALIFORNIA
8) 63 Rochester Avenue, Suite ) 00
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
fax: 909-980-9980
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[949]493 26~0 lilX
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6
6
6
6
6
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: STAFFS CHECKED: E.C.
DATE: 1110812012 SCALE: 1" = 30'-0"
PROJECT NUMBER: 1113400
PLANTING PLAN
DRAWING L-1.0 NUMBER:
NON-IRRIGATED H'T'DROSEED MIX. SEE ----,.
SEED MIX LE<SEND THIS SHEET.
UAU ------
IRRIGATED HYDROSEED MIX. AREA TO------.
RECE!IVE TEMPORARY IRRI<SATION.
SEE SEED MIX LEGEND THIS SHEET.
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HYDROSEED MIX {NON-I!'i:RISATED) -APPL. Y PER
SPEC.IFIC.ATIONS [TOTAL. AREAo13,40b S.F./Lb'l AC.RES]
BOT ANICAJ.. NAME PURE LIVE WATER
COMMON NAME .... ~ REQUIREMENT5
M~'HLE'lBE~6 !A R IGENS 2.00 LOY\
L EYH6.5 ""'"RITICOID ES 10.00 VE'<Y :_Orl
FESTL..C A RUBRA 'MOLA TE· 8.00 L O Y\
DESC..HA1V!PSIA ELONGATA 5.00 L OY\
V UL P IA M ICROSTAGf-iYS 5 .00 '/A
PROVIDE H'T'DROSEED SLURRY AS INDICATED ON IRRI<SATED
H'T'DROSEED MIX. SEE SPECIF ICATIONS FOR APPLICATION.
•NoTE, PLS LBS/ ACRE • LBSJ AcRE. PLS LBSJACRE IS THE MOST
ACCURATE WAY TO SPE'CIF'T' SEEDS AND TAKES INTO ACCOUNT BOTH
PURITY AND GERMINATION. PLS% = i15 PURITY x% GERMINATION
-----------------------------------
----•
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p ~g o AGAVE ATTENUATA, AEONIUM 'ZY>IARTKOP', C.RASSULA p ~ o 0 'CAMPFIRE', EC.HEVERIA 'PERLE YON NURNBERG',
o0 o° KALA NCHOE PUMILA 'S ILV ER STAR', SENECIO JAC.OB SENII
~ F'LOY>IERINe SHRUBS,
BUDDLEIA 'PURPLE EMPEROR', BOUGAINVILLEA 'SAN D IEGO
»0<: RED', C.EANOTHU5 Y ANK EE POINT', IR IS DOU6LA51ANA,
LANTANA 'DALLAS RED', SALVIA 'RED HOT5'
<SROUND C-OVER
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HYDROSEED MIX (lfi:RISATED) -APPL. Y PER
SPEC.IFIC.ATIONS [TOTAL. AREA 1,2<!>2 S.F ./0.11 AC.RES]
BOTANICAL NAME PURE LIVE WATER SEED COMMON NAME LBS/ACRE REQU IREMENT5
ABRONIA MARITIMA 0.50 N/A
ACHILLEA MILLEFOLIUM 1.00 LOH
AMBROSIA CHAMISSON IS 2.00 N/A
ATRIPLEX LENTFORHIS BREHERII 2.50 VERY LOH
A TRIPLEX POL'T'CARPA 0.50 VERY LOH
BACCHARIS PILULARIS 0.10 LOH
CAMISSONIA CHEIRANTHIFOLIA 2 .00 LOH
COREOPSIS MARITIMA 0.50 LOH
ENCELIA cAJ..IFORNICA 1.00 VERY LOH
ERIO<SONUM PARVIFOLIUM 1.00 VERY LOH
ERIOPH'T'LLUM CONFERTIFLORUM 1.00 LOH
ESCHSCHOLZIA CALIFORNICA 2.50 LOH
ISOCOMA MENZIESII 1.00 VERY LOH
LASTHENIA CA!..IFORNICA 0.50 N/A
LOTUS SCOPARIUS 4.00 VERY LOH
LUPINUS SUC.CULENTUS 250 N/A
MIMULUS AURANTIACUS LON<SIFLORU5 0:20 LOH
WLPIA MICROSTACHYS 5.00 N/A
FOR SLOPE'S STEEPER THAN 2d, HE SUISGEST UTILIZING THE
FOLLOY>IIN<S HYDROSEEDIN<S SLURRY COMPONENT5•
fROOVGT
FLEXTERRA FLeXIBLE <SROHTH MEDIUM
APPLic.ATION RATE
3000 LBS/ACRI!
500 LBS/ ACRE
500 LBS/ACRE
bO LBS/ACRE HUMATE ORISANIC SOIL CONDITIONER
BIOSOL MIX '7-2-3 OR<SANIC FERTILIZER
AM 120 MYCORRHIZAL INOCULUM
••• ""'
------
,,
'---6'METAJ.. BENCH. RIBBON
SERIES B'f INNOVATIV E
DESI<SNS (626-e<l2-442:2)
OR EQUAL. (COLOR TO BE
SELECTED BY OHNER'S
REPRESENT ATIVEJ
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6 10$HAL.E AREA #I
SCALE, I" = 10'-0"
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UNDERGROUND SERVIC-E
AI...ERT
GALL
811
if
eEE SlEET L--6.01 FOR PLANTINS DETAILS. NOTES. Tv-10 it'IORKINS DAYS
6EFORE YOU DIS
Architects, Inc.
RANCHO CUCAMONGA • FOLSOM BAY AREA
SOUTHERN CALIFORNIA
8163 Rochester Avenue, Suite I 00
Rancho Cucamonga
California 91730-0729
tel: 909-987-0909
lax: 909-980-9980
Ct') 1-z
• w
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CUP 12-07
CONSULTANT
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31591 can:oo Ca)iSI:eno RJ MDESIGN Se" Juan ~ili1n:t1o. CA 92675 GROUP y, "1-.'N. RJM::Iesig1g'0:4l. W11l
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p;9j493·26~ pi>O,O~
6.
6.
6.
6.
6.
6.
NO DATE BY DESCRIPTION
REVISIONS
DRAWN: STAFFS CHECKED: E.C.
DATE: 11/08/2012 SCALE: 1" = 30'·0"
PROJECT NUMBER: 1113400
PLANTING PLAN
DRAWING L-1 1 NUMBER: •
SC.EE"lED HATCH A'<.EA NOT ""ART OF 0'1-SITf 'R'<.IeATION SERV'CE
AREA., SEE L 2-i 5l-l£ET "'0'<. FURTHER INFOR"1ATION.
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FIRE S7ATION 810-SWA!..E
I.'P ROT A TOR !<RIGA TION
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RRIGA-ION.
PROPOSC:D RECYCL2:D WATER FOR FRE: STATiO!\
Rl<'GA '"ION.
----··-·-·
.
1
: FIRE S'ATION BIO·SWALE
DRIP RRIGA TION POR
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UNDERGROUND SERV'CE
AL.C:RT
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811
ThO hO'<.KING DAYS
6ErORE "'OU D G
Architects, Inc.
R.4\'CHO ITC<t\f0\'G4 • FOl m\f • BAY ARE4 . . ' .. .
SOUTHER.'! CALIFOR.'IIA
8163 R~chesler Avenve. Suite 100
Rancho CJcornongo
Cc:Mc,n<a 9! 730-0729
tel: 909-987-0909
f~x: 909 980-9980
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NO DATEIB'f DESCRIPTION
REVISIONS
DRAW!\: STAFFS CHECKED E.C.
DATE 11!08/2012 SCALE: 111 = 30"-0"
PROJECT NUMBER 1113400
Recycled Irrigation
(ON-SITE) Service Area
DRAWING L-2.0 NUMBER
SC.EENED HATC.H .AREA NOT PART OF 0~-SITE 'vfA.rlA/ETY\U
C.ALGULATIO'IS, SEE L.2-l SHE:ET FOR F..iRTHER I'IFORHAT!ON.
IRRIGATION 1--YDRO-ZCNE 'vfAP
ILARR
FIRE STATION PROPOSED
DRIP IRRIGATION
FIR:;' STATION BIO-SWALE
MP ROTATOR IRRIGATION
FIRE STATION BIO-SWALE RED FESCUE DRIP
IRRIGA -101'.
FIR:: STAilON WATER L.SE CALCLLATIONS1
AB 1881 WA-ER USE CALCULATIONS,
MAWA • ET 0.62 [(?f=J•(f-.IA/IEJ•SLA:
MAWA • 47 0.62 lC.70)•C25.988)+SLAJ
-:-o-AL MAWA • 530.104 GALLONS PER 'fEAR
MEDIUM BIO-SWALES ETWU USEAGE•
ETWU • 4 7 0.62 lC5l•<7,129•1.75l•SLAJ
ETwt..: • 103,870 GALLONS PER YEAR
-iiGh DRIP E-wu USEAGE•
ETWU • 47 0.62 lC8J•CI,22911.9Cl•S~Al
ETWU • 31,834 GAL-ONS PER YEAR
LOW ETWU USEAGE•
ETWL • 4 7 0.62 [(3)o(I7,63101.85:•S..Al
ETWL • 181.320 GALLONSPER YEAR
TOTAL ETWU • 317.024 GALLONS PER 'fEAR
\JO RAINPALL WAS USED IN Tf..<IS CALCULATION
LOW TO VER'f LOW WATER USE
1-<IGI-I WATER USE
----------------~-___________ _!
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UNDERGROUND SERVICE
ALERT
CALL:
811
Tlt'<O lt'<O'<.K I N6 DAYS
BEFORE ._...OU DIG
Architects, Inc.
RA:YCHO CUCAclfOYGA • FOLSO·\f • BAY AREA . .
SOUTHERN CALIFO&"'IA
8; 63 P.ochesrer Avenue, Sc:le TOO
Rancho Cucorrongo
Caldorn1o 91 730-0729
lei 909-987-0909
fox: 909-980-9980
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REVISIONS
DRAv'IN: STAFFS CHECKED: E.C.
DATE: 11/08/2012 SCALE: 1" = 30'-0"
PRO,ECT NUMBER: 111 3400
Conceptual Irrigation
(ON-SITE) Area
DRAWING L-2.0A NUMBER:
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IRRIGATION HYDRO-ZONE HAP REC.'l"'C.LED Y'IATER US:: fOR A_L RRIGATION
li.<n '"OA PARKWAY PROPOSED
''''·· DRIP IRRIGATIO'J
HOA 810-SWALE PROPOSED
MP ROTA TO!< IRI<IGATION
HOA SLOPE AREA PROPOSED
MP ROT A TO!< RRIGA TION
>JOA BIO-SWALE PROPOSED
DR'P RRIGA TION FOR
CREEPf\G REO FESO..E
P AI<K SLOPE AREA PROPOSED
MP ROTATOR ON-GRADE
IRRIGATION
PROPOSED RECYCLED WATER FOR OFF-SITE ~A
IRRIGATION.
PROPOSED I<ECYCLED WATER FOR OFF-SITE '"0A
IRRIGA llON.
PROPOSED RECYCLE:> WATER FOR OFF-SITE HOA
IRI<IGA TION.
PROPOSED R:OCYCLED WATER FOR OFF-SITC: HOA
IRRIGATION.
PROPOSED RECYCLE:> WAF3.R FOR OFF-SITE PARK
SLOPE !RRIGA TIOt-...
PAR'< SLOP:: AREA PQOPOSED PROPOSED RECYCLED WATER FOR OFF-SITE PARK
'v1P ROT A TOR POP~LJP !RRIGA TION SLOPE IRRIGA T;or-...
t·--PARK SLOPE 1\EXT TO
'"ARDSCAPE AREA PROPOS:'D
DRIP IRRIGATION
,; " 0 PARK NON-IRRIGATED
~ 0 " HYDRO-SEED AREA
PROPOSED RECYCLED WATEQ FOQ OFF-SITE PARK
IRRIGATION.
SC.EENED HATCH AREA NOT PART OF O"'F-51-E RRIGATION
SERVICE AREA, s::E -.2-0 51-'EET FO-=<. FURTHER INFORMAT 0\l.
I
I
UNDERGROUND SERVI C.E
ALERT
CALL:
8 I I
T~O ~CRK1NG DAYS
BE:::aRE YOU DIG
Architects, Inc.
~HCHO CCCAMO.\'GA • FOLSOM • BAY AREA
SOUTHERN CALIFO~"'IA
8/63 Rochester Ave cue, Suite I 00
Rancho Cuwmongo
Coliforrio 91730-0729
tel: 909.981·0909
lax 909.980-9980
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CONSULTANT
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NO DATE BYi DESCRIPTION
REVISIONS
DRAV'JN STAFFS CHECKED E.C.
DATE 11/08/2012 SCALE: 1" ~ 30~-o···
PROJECT NUMBER: 1113400
Recycled Irrigation
(OFF-SITE) Service Area
DRAWING L-2. 1 NUMBER:
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All ·on sy;,rems will be des:gned to avoid runoff. seepage. bead drainage. ove
or er simliar Itions onto adjacent property, non-irrigated walks, roadways or
uctures. Ove spray irrigation wlll not be permitted within 2 · ches of an
ce. The irrigation systems will be automatic and ins to provide
planting areas shown on lhe plar.s. Low precipitation cqu ent will provide
for plant growth with a minimum of water less due to ru
·,viii use high quality automatic control valves, ,,.,p,.
otr.er necessary irrigation equipment. Drip systems
adequately fi:tered and regulated per the manufac
Irrigation components will he of non-corrosive moco•·dc. M.,,,Llll\'
installed as req uircd to monttor soli moi ·els.
, A'
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IRRISATION HYDRO-ZONE iY!AP
?f/:: HOA PARKVVAY PROPOSED '//,;f DRIP IRRIGATION
[@ -<OA 810-SWALE PROPOSE:l
MP ROT A TOR IRRIGA -:-101\
~ 'HOA 810-SWALE DRIP
RRIGA TION RED FESCUE
~~~ -<OA s~OPE PROPOSED MP
ROT A TOI< IRRIGA TIOI\
+ + "'AI<K SLOPE ON-GI<ADE P~OPOSED lv'P
+ + <OTATOI< IRRIGATIOI\ + +
PARK SLOPE 3ELOW GRADE PROPOSED
MP ROT A TOR IRRIGATION
'V 'V "'ARK FLAT AREA
"'V .}, "'ROPOSED DRIP !<RIGA TION
HOA AREA WATER USE CALCULATIONS•
AS 1881 WATER USE CALCULATIONS•
V.AWA • ET 0.62 [lPFJ•<IHA/IEJ+:SLAJ
V.AWA • 47 0.62 :c70l•06,237l+SLAJ
TOTAL V.AWA • 331,203 GALLONS PER YEAR
810-SWALE' MP <OTATO< MEDIJM ETWU USi::AGE•
::rwu • 47 0.62 rc5i•<I,367/.75J•SLAJ
:TWU • 26.::57 GALLONS PER YEAR
810-SWALE DRIP f<JGIH ETWU UScAGe' ::rwu • 4 7 0.62 c<.8J•<346/.90J•SLA:
ETWU • 8,963 GALLONS PER YEAR
SLOP:' MEDIUM ETWU U5EAGE
ETWU • 4 7 0.62 CC.5:•<2,332/.75l+SLAJ
ETWU • 45,303 GALLONS PER YEAR
LOW :TWL L5EA.GE•
ETWU • 47 062 [C.5:•CI2,192/.90l+SLAJ
ETWU • 197,375 GALLONSPEI< Y:':AR
TOTAL ETWU • 278,198 GALLONS P":l< YEAR
NO RAINFALL WAS USED IN TIHIS CA-CLlATIQNr
~001 TO VERY LOW WATER USE
MEDIJM 0/AT::R USE
HIGl-WATER USE
MEDIUM WA TcR USE
MEDIUM 0/AT::R USE
MEDIUM WATER USE
MEDIUM 0/ATER USE
SC.EENED HATC.H AREA l'.OT PART OF OFF-SITE HOA \lOR PARK
SLOPE VfA~A/ET~U C.ALC.ULATIONS, S:::E L.2-0 SHEET FO'<. FURTHER
INFOR.iY!ATION.
PARK SLOP:: AREA WATER USE CALC0LAT1QNS•
AB 188l 0/ATER USE CALCuLATIONS•
MAVVA • ET 0.62 ClPFJ•<IHA/IEl+SLAJ
MAWA • 47 0.62 [<70l•<7,396l+SLAl
TOTAL MAWA • 150,864 GALLONS PER YEA"'
MEDILM ON-GRADE MP ROT A TOI< ETWU USEAGE•
ETWU • 47 0.62 [(5l•<7,0761.75J•SLAJ
TOTAL ETWU • 137.464 GALLONS PER YEAR
MEDIUM BELOW GRADE MP ROT A TOR ETWU LiSEAGE•
ETWU • 47 0.62 :C5l•l269/.75l•SLAJ
TOTAL ETWU • 5,226 GALLONS PER YEAR
MEDIUM DRIP RRIGA TED F'-A T AREA ETWU LScAGE<
ETWU • 47 0.62 [(5J•<5V.90J+SLAJ
TOTAL ETWU • 9 GAL~ONS PER YEA.R
TOTAL ETWU • 142,699 GALLONS PER vEAl<
NO RAINFALL WAS USED If\ THIS CALCULATION•
1
1
1 Af.A ~A~L,A~ ~!TH TI--E KEQLJ;'R_::v,,E:!-ii"S FCR THE LA~J?:::-CAPE AN? iR..R!GA"':"'!ON PLA'-5 GCi\TA:NE::> ,~ ;~t;
C.ITr' OF C.AR-~BADS ;_,"-NDS'GA"'l:: MANUAL A,~O riA "Ell<. EFF!OE~T LAI-<DSC.AP': l<E80L,\TIO'i5. I HAVE
FREPARED Tc-1!5 PLAN N C.Ol~PLIANC.E ;.-liTH T"OSE REG!JLAT!ONS AND Ti-le LANDSC.AP:: ~ANJ,;AL A';D
Ac$R£E TO C.Qivi'~='Lt" i'l17H ALL ~QL,; REHENTS ~if-lEN S/JB~ITTiN5 C.ONSTR!JC.TIQN DQCIJtvif::~TS I CE:l~T1FY
THAT iHE AN ii.,.~PLE~yrl:::·,r!5 Tf~O?E ~GlJL;~;"iOI...JS -o PROViDE ~Ff·C.iE:\T US1E Of MTC'R.
I
I
UNDERSROUND SERVI C.E
0' 30'
ALERT
CA~L:
811
Til'\0 0\0R'<INS DAYS
BEFCRE YOU DIS
Architects, Inc.
RAVCHO CUC1MOVGA • FOLSOM • !lAY <R£4 . ' . .
SOUTHERN CALIFORI'IIA
B; 63 Rochester Avence, Suite 7 0~
Rancho Cucamo.nga
Colilorn1o 91730-0729
tel: 909-981-0909
lax: 909-980-9980
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CONSULTANT
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>~91 t;~-25((· ;:r:ue
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NO DATE BY DESCRIPTION
REVISIONS
DRA.VVN: STAFFS CHECKED: E.C.
DATE: 11/0812012 SCALe 1" = 30'-0"
PROJECT NUMBeR 111 3400
Conceptual Irrigation
(OFF-SITE) Area
DRAWING L-2.1A NUMBER
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FLANTI f<G NOTES
ALL TREES V'<:-HIN A SPECIES SHALL HAVE MA-CHING
FORM.
ALL LANDSCAPED AREAS TO RECEIVE A~TO~ATE::J
IRRIGATION.
REFER TO PLANTING SF'ECIFICATiO'-<S FOR SOIL
PREPARATION. FERTILIZATION, ~-CHING, AND OT'"IER
AD?ITIONAL PLAN-iNG .NFORMATION.
ALL PLA'IT M,>.TERI,>.L SHALL 6E APPROVED BY TI-'E
OHNER PRIOR TO INSTALLATION.
F NAL. LOCATION OF ALL PLA'IT MAcRIALS SHA-L BE
5VBJEC. T TO Tf.E APPROVAL OF THE OV'<NER.
C.O\TRACTOR SH,>.LL. NOTIFY CONSTRUCTION MAMGER
4e> HOURS PR OR TO C0:-1HENCEMEN-OF HORK TO
C.OORDINATE PROJEC-:NSPECTION SCHEDULES.
SEE :::>ETAIL;; AND SPECIFICATIONS FOR STAKING
METHO?, PLANT PIT DIM:;:'-SIONS AND BACKFILL
REQU I REME1'-. T;;.
I"' CONFL CT;; AR SE BETHEEN SIZE OF AREAS AND
PLANS, CONTRACTOR TO CONT AC. T LANDSC.APE
ARCHITECT "'OR I<.ESOL~ION. FAILURE TO MAKE SUC.H
CONFLICTS KNOHN TO THE LANDSCAPE ARC.HITECT
,-,iL_ I<.EScLT :N C.ONTRAC.TOR'S LIABILITY TO
~LOCATE THE MATERIALS.
CON-RAC.TOR SHAL-SUBMIT FOR APPROVAL PHOTOS
OF ALL BOXED TREES. PHOTOS Sf.Ol!LD .NC.LJDE A
PERSON FO!"l SCALE PURPOSES. ALL BOX TREES
Sf,AL.L. BE OF QuALITY AS DETE!"lMINED BY THE
OrlNER!LANDSC.APE ARC.HITEC.T. MATER:AL "'Ot;ND
JNSC TABLE "OR THE DESIGN OR SPEC.IFIC.ATION iNTENT
v-1 LL BE REJEC.'"ED. THE CONTRACTOR. SHALL ALSO
SJS'-11-:-Y'IRITTEN SPECIFICATIONS FOR AL;.. "'LANT
M.ATER.AL. SF-CI"IED ON THIS PRO-EC.T PR OR TO
PLACING ORDER. "'A l-URE TO DO SO COULD RESULT IN
TI-'E REPLACEMENT (AT C.ONTRAC-OR'S EXPENSE) OF
A'iY PLN,TS DETERMINED L!NACC.EPTABL:': 3Y
LANDSC.APE ARCHITECT
•T IS THE C-ONTRACTOR'S RESPOI'<SIBILITY TO FUR.i'<ISH
PLA\T MATERIALS FREE OF PESTS OR PLANT
DISEASES. PRE-SELECTED CR. 'TAGGED' !-1ATER.,AL
MUST BE iNSPECTED BY TI-'E C-ONTRACTOR AND
CER.:IFIED PEST AND DISEASE FREE. IT ·S T'-IE
CONTRACTOR'S OBL GATION TO rlARRANTY ALL PL.Ai'.-
MATERIALS PER THE SPEC.,FIC.ATIO'iS
CONTRAC-TOR SHALL BE RESPO'iS BLE FOR MA<I'<G
HIMSELF FAMI_:AR. Y'IITH ALL UNDERGROUND UTILITIES,
PI"'ELINES A\D STRUCTV'<.ES. CONTRAC.TOR S'-iAL.L.
TAKE SOLE '<.ESPONSIBILITY FOR ANY C-OST INCURRED
D~l:: TO DAMAGJ:: OF SAID UTILIT ES.
CONTRAC. TOR S_,AL.L NOT Y'IILL.FULL. Y PROC.EED rliTH
CONSTRUC-TION AS DESIGNED Y'IHEN IT IS OBVIO\.IS THAT
cNKNQHN OBSTRUC.TiO"iS AND/OR GRADE DIFFERENC-ES
EXIST -HAT 1'-'AY '<OT HAVE BEEN KNOHN DUR,"'G
DESIGN. SUC.H C-ONDITIONS SHALL BE IM/ViEDIATELY
BROUGHT TO Tf.E ATTEf<-ON OF THE LANDSCAPE
ARC.HITEC.T. THE CONTRAC-TOR SHALL ASSUME fULL
RESPOi'6BILITY FOR ALL NECESSARY I'I.EVISIO"S :::>UE
TO fAILJRE TO GIVE SIJc.H 1-.0T'FICATION.
COI--TRAC. -oR SHALL BE RESPONSIB;_E FOR ANY
C.OOR?INATION Y'IITH C.ONS-'RUC.TION MANAGER AS
I'I.EQUIRE::? TO AC.C.OMPUSH PLANTING OF!::~TIONS.
LANDSC.APE CONTRAC-TOR TO REC.EIYE SITE GRADED
TO •O.iO. CONTRAC-TOR SHALL OBTAIN LET-ER O"'
GRADE C.ERTIFICA-ON FROM OHNER FRIO"<. TO
PRO~EC.T EXEC.U-10'<.
P:..ANT !-1ATERIAL. QUANTITIES ARE G YEN FOR
C-ONVENIENCE ONLY. PLANT SYMBOLS AN:l SPEC.IF:ED
S"'AC.iNG SHA-L TAKE PRECEDENCE. C.OI\TRAC.TOR
S_,ALL VERIFY "'LANT MATERIAL QUANTITI;:';S PER P:..AN.
COl--TRACTOR TO ASSCRE POSITIVE DRAINAGE IN ALL
PL.ANTING A"<.EAS -296 MINIM~l-1 ALLOI'<ED.
.... FTER ROUGH 5RADES HAVE BEEN :::sTABLISHED .N
PLANTING A"<.EAS, CON"'RAC.TOR SHALL HAVE SO•L
SAMPLES TAKEN AT LOC-ATIONS INDIC-ATED BY
::?ESIG'<ATION S (3 TOTAL).
THROUGHOUT THE SITE. THESE SA.'·1PLES S-1ALL BE
TESTED BY SOIL AND PLA.NT LAB (114;55b-e>333 FOR
SOiL ='ERTILITY, AGRiGUL ""\JRAL SUIT AS LITY TEST Ai--D
SOIL "'REPARATION REC.0"1MENDATIONS. THO SAMPLES
S_,ALL BE TA<EN AT :::AC.Ci '-OC.ATION: (!) GROUND
L:;VEL TO 0" ::>EEP, (2) 24" -o 3b" DEEP. EAC.H
SAMPLE SHALl.. C.OI\TAiN APPROXIMATELY I QUART OF
50 L AND BE LABELED PER ~OC.ATION Ai--D DEPTH.
coN-RAC.TOR SHA-L Ns-AL.L SOIL PREPA~TION AND
BAC-KFILL I'-' X TO CONFORM TO THESE
RECOMI'-'E"'DATIOI-.S ON!.. Y UPON «.Ec.:;,PT o= ,-,RITTEN
C.HAI'.GE ORDER '"'<.Ot-' OHNE"<.. SUBMIT SOIL RE"'O"'-T
TO O"'NER'S REPRESEN7ATIVE PRIOR TO PL.A)-,""·1\G
GROVND C-OVERS A'<D SHRUBS SHALL BE
7"<.1ANGULARL Y SPAC.ED, UNLESS OTHERHISE ND GATED
ALL SOIL FOR LANDSC.A"'E PLA'ITING AREAS OR
BERMS SHALL 9E OBTA NED FROM ON-S ""E
EXC-AVATIONS. SHOJILD IMPORT SOIL BE NEC.ESSARY,
'NDICAT::: SOVRC.;:'; :..OC.ATION. 501!.. 5HALL BE SANDY
LOAt-< C.ON-AINING NO TOXIC. C-HEMICALS OR ELEMENTS
"'HIC.H MAY INHIBIT OR RETARD NORMAL P:...ANT
GROV'<TH. SOIL TESTING '<.ESUL.. TS SHALL BE SUBMII I cD
AND APPROVE::? PRIOR TO SOIL 1"1PLEMENTATION.
ALL LANDSC.APED AREAS (EXC.LcDING TURF) SHALL BE
MUi..C.HE::> HITH A 3" DEEP LAYER OF 'l-1EDIUM GRIND
MU~C.H' AT THE C-ONCLUSION OF PLANTING OPERATIONS.
AT EDGES OF PLAN-INS AREAS, THE C-ENTER LiNE 0"'
THE LAs-ROY'! OF SHRUBS AND/OR GROUND COYER
S-IAL.L BE LOC-ATE::> NO FA.'<.TH;:';<it FROM OR CLOSER
TO TI-E :::DGE T"lAN ONE-HA-F THE SPECIFIED
ON-C-ENTER 5PAC.1'-G.
REMOVE ALL NURSERY STAKES A:-.ID ESPALIER RACKS
1:-1HEDIATEL.Y AFTER INS-ALLAT•ON, U"'ON PROV•DING
S'JPPORT PER DETAIL.
PROV'DE A/ViEI'>.DED BACKFILL IN ALL TREE f'IE-L
LOC-ATIONS PER SPEC.IFIC.ATIONS.
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LEGEND:
VEGETATIVE Slt\AL.E ROCK-LINED GHANN:::_
PERMEA3LE FILTER FABI'I.IG. "11~FI 140N
01'1. APPI'I.OVED EQUAL
C.OBBLE STONE -4" MIN TO e>" MAX.
AC.C.ENT BOULDERS -LOC.ATION PER
C.ONSTRUC.TI0\1 PLAN. SIZE PER 'BOULDER
SC.-<EDULE', T'"IIS D::TAIL.
lb' GR.Orl1NG "1EDIUJv' SHALL C-ONSIST OF:
A. C-OMBINED 51!.. T 4 C.LAY SHALL. Si: NO
GREATER THAN 50%
B. M;:';:;>IUM SHALL C.ON51ST OF NO YOf<E
Tf.AN 20% C.LAY.
C.. A"1END TOP 6" OF GRON.NG "1EDIU1vl
NITH ORGANIC. AMEND"lENT PER
AGRO'<OM C. SOILS REPORT.
NATIV;:'; SOIL
'iOTES:
A. '<ATJRAL. BOULDERS SHALL HAVE~
:01-16EDMENT C.OBBLES St-IALL HAVE ~
::MBEDMEN-
:0. ALL ROC-K PLAC.EMEW AND INSTALLATION
SHALL 6E UNDER THE DIREC-TION OF T'"IE
C.ITY REPRESENTATIVE.
C.. BOULDERS A~D C-OBBLE SHA;.._ BE -AGGED
4 IRREGULAR, AND FREE OF EXC-ESSIVE IRON
C-ONTENT.
D. BiD PI'<OPOSAL SHALL INC.L'-'DE 1'-'ATERAL.
DELIVERY AND I"'STALLATION OF AC.C.ENT
Bouu:;;::Rs
E. C.ONTRAC.TOR SHA_L SUBMIT
REPRESEI\TATIYE 5AMPLE OF EAC.H
BO•JLDER TO THE 51Tl:: FOR f'I.EV:Erl AND
APPROVAL PRIOR TO DELIVERY OF
MATER AL.
F. BO•JLDE~ A~D C-OBBLE TO BE "MAJOSA'
ROC.K AVAILASLE FROM VALLEY 6UILDING
fvfATER.ALS "'YONE, (.:;4"1) 3<'~!!>-Q25b
G. ALL SU65Til"JTION5> TO SE APPROVED BY
LANDSC.APE ARC.HITJ::C.T PRIOR TO
Pi.RC.HASI NG.
H. BOULDE~ Sf.AL-SE PLAC.ED/"'05 TIONED IN
Tle.HT "'~OXIMITY TO ADJAC-ENT SOULDER5
IN ORD;:';R TO REPRESENT NATURAL BOULDER
OUTC.I'<OPP NGS.
6QI)LDER SC-HEDULE
LOC.ATION: BOI)LDE!C. SIZE (APPROXIMATE)
"I (2696) "2 (35%) "3 J3<i%J
4 LX5'HX4'D 3'-X4'HXSD 2'LXS'K><S'D
DRAINAGE SHALE 41 51
TOTAL 35 41 51
4
5
HIDTH VARIES r® \ \ j;·----.. ~~ I SEE"'L..ANS \·i I r r
\\\l 1 !;;:-~~ -I I I I \\\~\ !1 ~\ \
I I ( ~ , \1 \ \ '
-
_-__ =__ --- -' ~: -J_--4.~ ---·. -. 1-"' ---= --= ------. -~~ 7-- - - -,_ -' -
-_ ---__ -__ --.--. .. . . _-. -:'-' :.--.. . ' --. -. ------
-_ -,.~', "' ~.. -. •.··:.' •''" ··.· --_-_ -_
' ·'
2
b
5ECTION
5CALE: 1/2" = I'
BOULDER DETAIL/SCHEDULE 1
ALL EXTER:OR LA~DSC.APED AREAS ASSOC.IA"CD "'ITH -HE PROJECT HILL I5E PLANI=D "'ND IRRIGATE:;> PER
THE CITY OF C.A.'<.LSBAD'S LANOSC.AP!: MANUAL.
THE LA"DSC.APE C.ONC.EPT rliLL BE FOCUSED 0'< ENf.ANC.ING THE VISUA~ GUAL.:TY OF iHE SURROUNDING
COMMUNITY. PLANTS "'ILL BE SELECTED AND PLANTE::> APPI'tOPR ATELY 6ASED ON THEIR ADAPTABILITY TO
THE CLit-'ATE, e.EO~OGIC AND TOPOGRAPHICAL C.ONDITiONS OF TI-<E PROJECT SITE. LOf'l-HATER USE,
DEEP-ROOTED P~ANT5 AND NAPIE SPEC.IES St-IALL I5E ~TILIZED. SELECTION OF PLA"TS "ILL ALSO BE
BASED ON TH!: ADAPTABILIT"' TO 01-< 51TE SOl_ C.ONDITiONS. Tl.RF AREAS SHALL NOT BE :NCORPORATED
,!'.TO THE PROJECT.
HIGHLY FLA~ABLE PLANT HATERIALS AND "'ULCHES 5VCH AS S'i"1'<AH OR 5t-'ALL y.,QQD CHIPS S-IALL NOT BE
JTILIZED. INS"'EAD GRAVEL, RO<:;K AND BAR:< HULC" MATERIALS SHALL I5E l'iC.ORPORATED. FJEL.
MA"-"'e.EHENT SHALL 15E UTUZED TO SELECT PLANTINGS :N TAANSITIOML AREAS (PLANTING ZONE BET~EN
NON-NATIVE LANOSC.APE AND Ui'<DEVELOPED AR.;;;A5) TH.AT ARE L.OH FU;:';l.., IGNITION RESISTIVE PLA:-.IT
l'-<1'<'1oR'ALS. PL..ANT HATER!ALS ?HALL t;O'ISI":;T 0'"' A COHBINATIO'I O"' ":;ITE ADAPTIVE AND COMPATIBLE
NATIVE AND NON-NATIVE SPEC.::OS. Tf.E l'IIX OF NATIVE AND ~'<ON-NATIVE PLANT !v'ATERIALS 5i-OULD
GENERALLY VARY, !'liTH AREAS CONTIGIJOUS TO EXISTI~G NAT.VE VEGETATION BEING PLANTED Y'IITH
PREDOM,\JA~TL. Y "-ATIVE ~:..ANT 1'-'A-:::RiAL. INVA;;oiV;; PL.AN-SPECIES, A;; DEFINED BY THE LAND5c.APE
DESIGN MANUAL., SHALL. NOT BE UTILIZ:"D.
PRDT!':~TIO'< ANI? ~~~~I"OAATID" OF !':XI;-:-'J~ ':"R!::J::1l II.JTO T~ FiNAL I?EVELDPMENT SHALL 81'! fHE
OBJECTIVE TO T_,E GREA-:::sT EXTENT FEASIBLE. SH.AD!: IS A DESIRED SITE FEATCR.i:': OF THE PROJECT THl!S
TI-1E RETENT:ON AND ADDI710N OF 511ADE TREES ON SIT;; 15 H16t'L'1' DES',RABLE, AS ..-ELL AS 6LEI'<DING THE
SITE'S NEW PLANT,NcSS ,1\TO THE EXISTINcS PLANT FABRIC.
HATER CONSERVATION STATEMENT 8
<D
@
LEGEM:?:
TREE -GENTER IN PIT.
TREE STAKES PER
SPECIFIC-ATIONS (2 PER
TREE), KEEP CLEAR OF
ROOTBALL. REMOVE
TOP OF s-AKE TO "-"
BELCH LONEs-BRA~C.H. SET STAKES
PARALLEL TO
PREVAILING HINDS.
2" lt\ATER BASIN
FIN:SH 5~:/E
AM"lENDED SAC.KFI_L •
REFER TO
SPEC.IFIC.ATI0'-15
PLANT TABLET -RE<"ER
TO SPEC-IFICATIONS
FOR Qi,ANTITY A~D
PLAC-EMENT
TREE TIES -2 V.I.T.
TY'IIST BRAC.E. INSTALL
USING 2-1/2" GALV.
SC.~HS
SET TOP OF ROOTBALL
2" A60VE
SURROU"DING GRADE
AND SLOPE FOR
DRAII\AGE.
SC-ARIFY SIDES AND
BOTTOM OF PLANTING
PIT
NATIVE L!NDISWRBE:>
SOIL
FINISf. GRADE SEYOND
ARSOR GUARD IN T1.-RF
AR::A ONLY
TY'ii(;J;
ROOTBALL.
DIAHETER
TREE STAKING 4
<D
@
®
@
®
LEGEND,
HOOD STAKE, SEE DETAILS 3
AND 4 OF THIS SHEET
ROOT C.ONTROL BARRIER BY
DEEP ROOT C.ORP. OR EGU AL
AS APPROVED 24" DEEP
"111'.11-AIJM, CONTINUOUS AROUND
:'DGES OF PAVING
6' DEEP. {'' DIA. PERFORATED
"'VC., FILLED HITH 3/4" -o I :/2"
:::>RA I NAGE G~ VEL
ADJAC.ENT PAVING
ROOT BALL OF TREE, SEE
DET.O,ILS 3 A'lD 4 OF THIS
5HE!::T
/ \ 4 ,... L
TREE PLANTING DRAINA6E 5
<D
--··-j ········ ---···-... -i
LEGEND,
LINEAR ROO~ BARRIER AVAILABLE FROM
DEEP ROOT C.ORPORAT ON (114) e>"'b-Ob63.
PROY DE TNENTY-FOCT LEN6TH C.E"TERED
ON EAC.H TREE THAT S Jt<ITHIN 5' Of
CONC.RETE OR AS 5HO"'N ON DR.Arli'<GS.
1'-STALL PER MA'<UFAC.TJRER'S
RECOMt-'ENDA-IONS.
BAC.K OF S DE!t\ALK/PAV NG.
ROOT BARRIER INSTALLATION 6
®
@
®
LEGEND,
T~~E
ROOTSAL-
::>IAMETER
5HRU9 -C-ENTER IN PIT.
NATIVE UNDIS11..RBED SOIL.
FINIS_, GRADE
AMMENDED BAC-KFILL -REFER TO
SPECIFICATIONS
PLANTI'-G TABLETS • '<.EFER TO
SPEC. FICATION5FOR QUANTI--,' AND PLAC.EMEI'<T
SC.ARIFY S•DE5 AND BOTTOM OF PLA'<TI'<G PT.
MULC.H PER SPEC.,FIC.ATIONS
SHRUB PLANTING I
PER PLAN
----------
5Ec.TIOH
EDG:' OF PLANTING ,A,REA
0 0 o-----t 1/2 S"'AC.ING 0 0
0 0 0 0 0 0
0 0 0 0 0
PLAN YIEH SPACING
LEGENP,
GROUNDC.OVER Fl'<.OM FLAT, ::.UTTING, LINER, OR ONE GALLON C.ONTAII'.ER
LAYER OF MULC.,-, .NSTALLED BEFORE PLANTING (DEPTC' "'ER SPEC.IFIC.ATIONS)
FLAN~ING BED PER SPECIFIC-ATIONS
GROUND COVER PLANTING 2
LE§END,
TREE -C.ESTER IN PIT
NEH RUBBER HOSE OYER HIRE AT POINT
OF GONNEG-ION.
GALV STEEL C.ASLE SPACED EQIJALLY
AROUND TREE -
C.OVER HITH 3/4" DIA.
X 3' C.LA5S 200 HrliTE PVC. PiPE.
"ARBOR G•JARD" OR
:::aUAL. ,N iiJRF AREAS
ON!.. Y.
TIGhT!.. Y C.OMPAC.TED
3" BERM TO FORM HATERING SASIN
FINISH GRADE
AMMENDED BAC.<FILL.
-REFER TO SPEC.IFIC.ATIONS
PLANT TABLET -
REFER. TO SPEC FICAT ONS FOR
QUANTITY A"D PLACEMENT
SET TOP OF ROOTSALL 2" ABOVE SURROUNDING GRADE A'<D SLOPE FOR DRAINAGE.
SC-ARIFY SIDES AND BOTTOM OF PLANTING
PIT
NATIVE UNDISTIJRBED
SOIL
TCRI'.El!XKL.E (TYP J
DUC.O:.BILL EARTH
ANC.HOR(bb-DTS)
TOTAL SY5TEM OR EOJAL.
TRJNK
(TYP) LOOP HOSES I"
GREA C::'< Tf.:AN
DIAMETER:-___/ ' TYING PLAN
TY'IIC.E
ROOTBALL
DIAt-'ETER
8
TOP VEH
TREE GUYING ( > B6 1
' BOX) B
Architects, Inc.
RANCHO CUCAMONGA • FOLSOM • BAY AREA
SOUTHER.c"l CALIFORNL\.
B 163 Rocoesfer Avenue, Suite I 00
Raocho CucaMon9a
Cal:lo:ria 91730-0729
tel: 9~9-987-~9~9
f~x: 909-980-9980
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0 ~ z I-
0 a::
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0::: -_.J
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CUP 12-07
CONSULTANT
~·s· :a·T~ :as•>!rarc
·::a~ :ur :a~ ~-om ~,1 ·~·_,-;::
'M"~ ~-'-.IC2~1~r-J:•.r •.0"'
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NO DATE ,BY DESCRIPTION
REVISIONS
DRAWN STAFFS CHECKED E.C.
DATE: 11/08/2012 SCALE 1" = 30' 0"
-----------'--
PROJECT NUMBER 1113400
PLANTING DETAILS
DRAI/v1NG
NUMBER L-3.0