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PALOMAR
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CHURCH
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Vicinity Map
24' (MIN,)
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• COMPACT ST ALL IS 15' DEEP
RICK
ENOil\'EERINO COMPANY
San Diego
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TYPICAL DRIVEWAY AISLE
NOT TO SCALE
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291.0707
(FAX)619.291.4165
Rlversid• S;icrarn.mta
rick en s;ine erin g.com
Phoenix Tucson
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22-cAN-2001 14, 21
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STREET -LIGHT 10'
6" TYPE "G"
CURB & GUTTER
STREET LIGHT
FIRE HYDRANT -
R/1'1
z,~
4" P.c.c. SIDEWALK
6JI TYPE 11G11
CURB & GUTTER
REFERENCE DRAWINGS
PLANS FOR THE IMPROVEMENT
OF EL FUERTE STREET
PLANS FOR THE IMPROVEMENT
OF RANCHO PANCHO
GRADING PLANS RANCHO CARRILLO
32'
ATER
r 7'
10'
SITE DEVELOPMENT PLAN
PALOMAR KOREAN CHURCH
84'
15' 15'
8" RECLAIMED WATER
EX! TING
IMPROVEMENTS
EL FUERTE
NOT TO SCALE
55'
9 t
40'
20'
· 1 ·
20'
13' 10'
7' --
2 •
8" WATER
8" RECLAIMED WATER
EXISTING
IMPROVEMENTS
1/. •►
RANCHO PANCHO
NOT TO SCALE
DWG. 331-1
DWG. 350-6
DWG. 331-lA
32' 10'
5,5' ◄---
10'
C
STORM DRAIN
R/\'I
5'
2:1 MAX
R/W
GENERAL NOTES
APN 222-600-01
TOT AL SITE ACREAGE: 3,44 AC
EXISTING ZONING: P-C
EXISTING GENERAL PLAN OESIGNA TION1 CF
PROPOSED GENERAL PLAN DESIGNATION: CF
LOCAL FACILITIES MANAGEMENT PLAN: ZONE 18
NUMBER OF UNITS: N/ A
NUMBER OF LOTS: 1
DENSITY IN DWELLING UNITS PER ACRE: N/ A
TOTAL BUILDING COVERAGE (NET SITE)1 12.01/.
BUILDING SQUARE FOOTAGE, 25,493 SF
PERCENT OF SITE TO BE LANDSCAPED, 111/.
NUMBER OF PARKING SPACES REQUIRED/PROVIDED: 88/110
EMPLOYEE EATING AREA CSOFJ, N/ A
AREA OF RECREATIONAL SPACE, N/A
AREA OF SITE WHICH IS UNDEVELOPABLE1 N/A
CUBIC FOOTAGE OF STORAGE SPACE: N/A
AVERAGE DAILY TRAFFIC GENERATION: M-SAT. 245 ADT
SUNDAY 980 ADT
PUBLIC SERVICES AND DISTRICTS:
GAS AND ELECTRIC: SAN DIEGO GAS AND
ELECTRIC COMPANY
TELEPHONE: PACIFIC BELL
SEWER, CARLSBAD MUNICIPAL WATER DISTRICT
WATER, CARLSBAD MUNICIPAL WATER DISTRICT
FIRE, CITY OF CARLSBAD
SCHOOL, SAN MARCOS UNIFIED SCHOOL DISTRICT
ESTIMATED GRADING QUANTITIES,
CUT 1 3400 C. Y, IMPORT I N/ A
FILL, 3400 C.Y. REMEDIAL, 9600 C.Y.
POTABLE WATER DEMAND:
AVERAGE: 4.3 GPM
PEAK:
FIRE FLOW DEMAND: 3000 GPM
SAN DIEGO COUNTY WATER AUTHORITY CAPACITY CHARGE WILL BE COLLECTED
AT ISSUANCE OF APPLICATION FOR ANY METER INSTALLATION.
AVERAGE SEWER GENERATION: .0086 MGD @ 2500 GPO/ACRE
EASEMENTS AS REQUIRED BY CITY AND/OR DISTRICT.
SEWER. WATER AND STORM DRAIN LAYOUT ARE PRELIMINARY
AND SUBJECT TO CHANGE IN FINAL DESIGN,
OWNERS
PALOMAR KOREAN CHURCH
245 NORTH RANCHO SANT A FE RD.
SAN MARCOS 92069
1760) 525-7114
DEVELOPER
PALOMAR KOREAN CHURCH
245 NORTH RANCHO SANTA FE RD.
SAN MARCOS 92069
(760) 525-7114
EN INEER OF WORK
RICK ERING COMPANY
ROAD
"'°"" ;~{
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DESCRIPO
303
LOT 103, OF CARLSBAD TRACT NO. 93-04 RANCHO CARRILLO VILLAGE '~",
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 13551, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, MARCH 31, 1998
TW FC BW
TW FG BW
.. -------··7
LEGEND
SYMBOL --------· --
-··-··
-170-
F.F. 195
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1W]
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--------
@]
Gl
[Q]
EID
2.51/.
~
• ••••••••
~
~
FS
FC
STANDARD DESCIPTION
PROPERTY BOUNDARY
PROPOSED CONTOUR ELEVATION
EXIST, CONTOUR ELEVATION
PROPOSED FINISH FLOOR ELEVATION
EXIST. SEWER SYSTEM (PUBLIC)
EXIST. WATERMA1N
EXIST. RECLAIMED WATER
EXIST. STORM DRAIN
--------SDS-105--------PROPOSED SEWER LATERAL (PRIVATE)
-----------------------PROPOSED WATER SYSTEM (CMWD>
SOP 06-02
----------W-27---------PROPOSED BACKFLO\'I PREVENTER (PRIVATE)
----------W-26---------PROPOSED FIRE SERVICE CHECK VALVES (PRIVATE)
----------W-2----------PROPOSED WATER SERVICE (PRIVATE>
--------SOW-135--------PROPOSED WATER METER (PUBLIC)
---------•W-16---------PROPOSED WATER VAL VE
-----------------------PROPOSED STORM DRAIN SYSTEM <PRIVATE)
----------D-9----------PROPOSED A-4 CLEANOUT <PRIVATE)
----------0-2----------TYPE "B" INLET (PRIVATE)
----------0-7----------TYPE 'f" CATCH BASIN !PRIVATE)
-----------------------PROPOSED CATCH BASIN \'I/FLO GAURD PLUS BMF"S
-----------------------PROPOSED SURFACE GRADE
--------C-1,C-2--------PROPOSED MASONRY RETAINING WALL W/ TOP OF
WALL, FINISH GRADE & BOTTOM OF WALL ELEVATION
-----------------------PROPOSED SEGMENTAL RETAINING WALL IV/ TOP OF
WALL, FINISH GRADE & BOTTOM OF WALL ELEVATIONS
--------•GS-16---------PROPOSED COVERED TRASH ENCLOSURE
-----------------------EXIST. STREET LIGHTS
-----------------------EXIST. FIRE HYDRANTS
-----------------------EXIST. DRIVEWAY
---------G-6-----------PROPOSED CURB
-----------------------PROPOSED SURFACE PAVING
-----------------------BUILDING SETBACK LINE
-----------------------PROP. WATER EASMENT LINE
-----------------------ADA ACCESSIBILITY PATH
-----------------------HANDICAP PARKING STALL
-----------------------CONCRETE SURFACE
---------G-12----------CONC. RIBBON GUTTER
-----------------------CURB STOPS
ENHANCED PAVING
-----------------------PROPOSED FINISH SURFACE
-----------------------PROPOSED FINISH GRADE
---------D-75----------PROPOSED CONCRETE
DRAINAGE DITCH
... ~ ........... &, ... ........ -----------------------EXIST. GAURORAIL
-► -► -----------------------PROPOSED BIO SWALE
· --• • • -• • • • • -----------------------BLOCKER STRIP/EASMENT LINES
• DENOTES CITY OF CARLSBAD STANDARDS
OTHERWISE CITY OF SAN DIEGO ST ANOARDS
EVISION: 12-18-06
DATE: 03-13-06
SHEET: 1 OF 3
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RICK
ENOINEEll!NO COMPANY
Sari Dleio
R• \d_ I ~741 \Church\4141 +m2'. dQn
1.5'
, 56i0 FRIARS ROAD
SAN DIEGO, CA 9211 O
619.29L0707
(FAX)619.291.4165
Riverside Sa,;rainanto
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jNOTE, PROTECT IN PLACE=P.I.P, I
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CL OF PROJECT ENTRANCE
PL 6' VC 50.09' -+-----------'==--~
Orange
SECTION 0-0
NOT TO SCALE
rick en sine erin g.cqm
Phaanbl TuCJon
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Sf:TE:: DE!VliL.OPM&NT Pl.AN
PALOMAR, KOREAN CHUAeH
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J.:.:•·
6" MOW CURB
15'
u.. PARKING o<->
w,li <..>>
PARKING LOT STRUCTURAL SECTION
SHALL BE A MIi'!. OF 4• AC OVER 4" AB
.-' , .. ;
·./·:"/:·::\-::·:. , ...
15' /19'
u. PARKING o..,
w,l,
24' 19'
PARKING
5' SIDEWALK I 2¼
HANO RAIL/FENCE
... :. ··:·•,,:: .. ·t;,.
•, '• .·•,.; ..
Ec;,j~~~~f~'.___j~2@Y.~~<>-C~"'---jtf-~TW PER PLAN _wa. "CURB STOP --,+.
6 "CURB SEGMENTAL RETAINING WALL
6" MOW CURB
PARKING LOT STRUCTURAL SECTION
SHALL BE A MIN. OF 4" AC OVER 4" AB
• CURB STOP IS CENTERED
ON THE EDGE OF PAVING
FOR 15' PARKING STALLS
al
"'' 31: VARIES ~,~
10'
5.5'
0:: "--' EXISTING 2:1 SLOPE-....._1----~-
24' 19'
PARKING
PLANTING STRIP
5'
SECTION B-B
NOT TO SCALE
BW PER
EXIST. SIDEWALK
EXIST. CURB
EXISTING
RANCHO P CHO
GEOGRID /,,__-f-1
PLAN ---------
SECTION A-A
NOT TO SCALE
FG PER PLAN
10' I I _,
HAND RA!~ I VARIES VARIE
EXIST. CURB",
EXISTING __ \
EL FUERTE
I s.s' .~ 22'/26' 1¼ ,o:: ~,fi!
er:: ii
10 ,g;
FG
PROPOSED
SLOPE
2:1 MAX
EXIST. SIDEWALK
SECTION C·C
NOT TO SCALE
sop oa~o2
ADA RAMP DETAIL
4 1
192.69
N! ~ 6.5'
192.25
6' 20.75' 6' ,.. 11---"---~i------'""'-'--"------~--tg 6.8¼ 6'
N LO NI' l"1 d -
-,,.~
s/ 1J.9,
Taj8.
•cJ~
PUBLIC RIGHT F WAY
TW 190.5
FS 1903"
EXIST. PUBLIC SIDEWALK
SCALE 1''= 10'
NOTES, 11 RIGHT ANO LEFT PED RAMPS ARE SYMETRICAL
BUILDING WALL
WALKWAY
RETAINING WALL
BW PER LAN
2) HANDRAILS TO BE INST ALL ED ON RAMPS GREATER
THAN 5¼ OR ADJACENT TO WALLS LESS THAN OR
EQUAL ra 2.5' IN HEIGHT
3lNO TRANSVERSE SLOPE ON RAMP
40'
I
120
rEVISION: 12-18.··06
DATE: 03-13-06
SHEET: 2 OF 3
p REL IM IN AR y NOT FOR CONSTRUCTION
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-----
0
_,._,:·.',;/
----
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INOTE, NO STIPING ON RANCHO PANCHO I
INTERSECTION SIGHT DISTANCE
LINE OF SIGHT ................. ..
DESIGN CRITERIA
25 MPH RESIDENTIAL
IN!lflEfJ~~~A~~H1tT~~1L AiTtH~r Y 2~~~1GN GUIDANCE
CORNER SIGHT DISi ANCE T Al:!LE. 405.1A a. HIGHWAY DESIGN MANUAL SECTION 405,1
CROSS STREET SET BACK 10'
407E TRUCK PULLING UP TO TRASH BINS
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SOP 06-02
l
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40 40 . 80 120
GRAPHIC SCALE 1''= 40'
407E TRUCK PULLING OUT OF PARKING LOT \···.,{~~
\~r\.
'{.,c::•,.···~----~~--------------------------------'--------------------------------------------,---------------------------____J
40 20 0 40 80
GRAPHIC SCALE 1''= 40'
6.99'
24.93'
8.10'
38,55' -l"c.J--,l__£,_e.L_-¥, ---------
I I
8,50'
MAX, STEERING ANGLE =
39.6 DEG.
BUSOV
CAL TRANS 2002 :us1
[ft J
120
OUTSIDE $WEPT PATH
90°
SWEPT PATH
TURNING STANDARD USED FOR TRUCK 407E
NOT TO SCALE
' RICK 56:j0 FRIARS ROAD
SAi>/ DIEGO, CA 92110
. 619.291.0707
• (FAX)619.291.4165
ENGINEERING COMPANY dckonstneortng.com
!Rl\l!,,. .. e",.■.'1d11■--•s!'a'",,•am•••nt11o•· -""'!o!",■an■s■--l■J!Pl"ho■e"!,bcli■--■!T■uc■,on• San Oteso
R• 'd-14'41\C~ur;r\4141 tmJ. dQr1
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01 W.11 2001 Of•~~
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40 20 0 40 80 120 --
GRAPHIC SCALE 1''= 40'
407E TRUCK PULLING AROUND PARKING LOT
! I •
p R EL I M I N A Ry NOT FOR CONSTRUCTION
TRUCK 407E.VEHICLE LEGEND
OVERHANG
TIRES
--------------------CENTERLINE
THIS lS THE APPROVED TENTATIVE UAP/SITE
PL'<NPERCONDITIOMNO. b OF?L\NNiNO
COMMISSION AESOLUTI~~ NO. 6 Z S"O
,bi.-iJ.t)d5)cL/i ___ if~-a
ENa1NEEn1w3 DEPT .• 01,Ti N;·-iiwl o:t--r'h,..'i-r REVISION" 12•18-08
DATE: 03-13-08
SHEET: 3 OF 3
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