HomeMy WebLinkAboutSDP 05-15; RANCHO LA COSTA VILLAGE; Site Plan~ .,...-
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LA COSTA AVENUE
D
'ii
SDP 05-15 R E v I s I a N s
0 INDICATES EXISTING FIRE HYDRANTS
0 INDICATES EXISTING STREET LIGHT
0 INDICATES EXISTING LIGHT POLES
4 PROPOSED TO MATCH EXISTING
0 INDICATES EXISTING BUILDINGS
0 INDICATES PROPOSED NEV'i BUILDING
SEE SDI.I
0 ACCESS EASEMENT PER DOCUMENT
2001-06168'11, RECORDED SEPT. 20, 2001
0 INDICATES EXISTING ACCESS AGREEMENT
PER MAP 12586
0 PROPOSED LIGHT POLES TO
MATCH EXISTING
REF. NORTH
TRUE
'<ORTH~
FLAN~ING SUBMITTAL
RAMP RESUBM•TTAL
12.06.07
Cate:
Scale:
Drown_
z
<(
_J
(L
ill 1:---
\f)
1-15-08
AS SHOV.!-,,
MS, BM, LT:
,Job Nu ..
U)
-8'
0
Ul
• -1ft -
0 ....,
oa
DECORATIVE CHAMFERED
CAP, TYPICAL. TO eE
Al"Pl'WVED BY PL.ANNIN6 t
BUILD,N6 DEPARTMENT 7
RETAINING ~ALL
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-'is
= ~
I -,--
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2' O" PARKING -
~OVJ::RHA ----
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1 1
8'-6' TYP.
N5
++ 8'-6" TYP.
SCALE: N.T.s.([J)
STANDARD COMPACT
PARKING STANDARDS
..IL.
[// I :f '
' / //
7' / /// . '.5 /I" " ,:!" ~ ~ !
~ 6. NO PARKI~ ~ .-..
q''-0" MIN. 5'-0' MIN. •-o• MIN. J
c:;.CR, l'laR &'-0' V,._H I C..R.l"l:R
I
!Ge. -E'"~BLf: STALL. 516NA6E
l';/W I.I
l'l>lf!:l. STOI" l'laR SP'E<,S.
4•~ IDE 5T"-Ll. STIO.ll"E5
Kre!> 51..Uf Oft eGIJAL
COl.QlllOI-OIN "'"' TO
!'CD. sn:,, """
!'Ell
E551!11..E 5T"-LL S'rM!lO!.
lb/WI.I
AC.GESS. PARKING STAL~cALE, N.rs.@ SITE PLAN
TOP OF aJRE RAMP SHALL 6c LEVEL AND A
MINll"-'IUM OF 4e" DfEP FOR THE Et-!TIRE ~TH
OF THE CURB RAMP SEC. 11216,5.4
C,EN'IER ON
LOADIN6 ZONE
~---1,15 MIN
,-----12" ~DE ""°OVED 6IIND 1/4" ~ X 1/4" D
5RO-/l3 • e-/4" Q,c:;., !'ED. !l!WOM l"IHl51-1
~--MED.BROOM FINISH
~-FU\RED SIDES
~--LINE OF CIJ'IB LON:R END OF C,IJR5
RAMP SH!ILL HA\IE A 1/4" LIP
!lEVELED 45 DE6.
'---DETECTABLE IIVIF!NINIS Sl,WAC!:
'lOTl:, Wile RAMP, ~K. AND FLAIIU:D SIDE&
SHALL el: SLIP ~515TANT. FINISH OF CIMl
RAMP AND FU\RED SIDES SH!ILL CONTI<AC T
II< FINISH FROM TliE ADJACENT SIDf~K.
•IF X 15 L.E56 Tt!AN 4e SLOPE
SHALL NOT EXCEED I d2
.. ~K ANO S~ET SLOPE TOVW<D
RAMP SH!ILL NOT EXCEED 1<20
:36'
S"
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•
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3"
7
'""'"· \ ,.,....--"f
#/ ,c,
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11/2" ~\~
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LA G05T A AVENUE
I, 1
19 H-t--1
T.OJtil, 302
!lOYl ~6
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21
25'-0" I, 1
12
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12
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®
11'-6"-\ =
C)
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,-ALl6N I'll E>lD
I OF 5TAI.L STRiPP NI:>
I
\IIOTE5
I. 5YMBOL PAINTED Hl6HYiAY
l'IHITE (mo COATS)
14
2. 6Ac.K6ROUND PAINTED BLLR:
OR EGUAL TO COLOR
fl50<l0 IN FED. 5TD. 5~5A
1:r
25'-0"
'
'"
12"
□
D
EXISTIN6 ~
~VE-otl 'CJ
~ STOIIU:
---~FLECTORIZEt> 51511 PANEL -C,QN5ffl.JC,Tl;D
OF 16 6A. 6.1. PORC,ELAIN l'V l'tiTlc
IMAISE ON a.tJE FIELD l'V BEADED rexT.
WLOR tl50'IO FED. STD. l'V INTEl<:AATIONAL
5'!'MSOL OF AGc;ESSIBILITI' 5115N • I" MIN.
LETTERIN6 -BOLT TO POST
SIZE, MIN. '10 SG. I.
N
N
~---jj1~·~,.~~:--~
LOC.ATE THIS 5115N II VAA'
STALL OHL "I'. (93: PLAN!
"---R = 1/2", TYP.
f---------2' DIA 6ALV. 51!'El. neE (GONTRACTOR
ttAS Tl-£ OPTION TO USI: A PRE-51:T
:,IHVE AND FILL SOLID l'V 6ROIJT)
----FINISH ~AC·"----
!~; _,.; ._, :·/
/ . ... ',..
,/ i ,,.;:.i
I ,
11'/' DIA. WNC. "OOTll\6
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19 l---
---'I"!
J_
EXISTIN6
IN-1...INE Q,
!ETAIL 'O
_J
REF. NORTH
I
□
□
11" H
---REFLECTORIZED Sl5-N PANEL -
GON5TI!JJC,TED OF 16 6A. 6.1.
PORGEL.AIN N I" Hl6H LE11ERIN6
i'ffCH CL.EAR.I. Y 5 TA TES,
"1!1'1AU1HOR.IZED VEHICLES PAAKED
r--·, ..
I
IN DE516NATED AvC.£:55161..E SP/IGES
NOT DISPI.AYIN6 DISTIN6UISHIN6
PLAc;AADS OR L.ICfN9E Pl.;ITES FOR.
~ 1'41Ttl DISABILITIES Mil'!' llf
TOl'ED A'flA" AT O)'ff:l'(S EXP!:NSf.
TOl'ED VEHICLES MA'!' llf Rl:CLAIMED
i\T ____ OR 6Y TELEPHONIN6 ____ ."
CONTFV.C.TOR SHAL PROVIDE
Al'PROPRIA'Tl; ll'f'O. "OR TO~ c;oMPANY
~-----2" DIA. 5ALV. 5TEEL Tuef
(GONT'Ri\CTOR HAS il£ OPTION
TO USE A PRE-SET 5Lf!:VE AND
FILL 50LID I'll 6ROJT)
----FINISH SIRFACE ----~
/ ---i..;.,.,,_~c.i.-----C.ONC. C~. MRE OC.CURS
ll' DIA WNC. FOOTING
RAMP DETAIL scAL.E, N.TS.~1,,.1,1 AC.GESS ST ALL SYMBOL 5CALE, NT.s.@ AC.GESS STALL SIGNAGE SGALE, N.T.5.@ ST ALL SIGNA6E SGALE, N.T.s.@
SDP 05-15
0 ACC.E5516'~E ENTRANCE 516N, PER 12/5D I.I
0 NEl'I SLOPE/ LAND5GAPIN6 TYP. PEI'< CIVIL/LANDSCAPE DAAl'iN65
0 NEI'! CONCl<.ETE 51Da'W..K
0 ACCESSIBLE PARKIN6 STALLS, RAMP t Sl6NA5E, PER 1'1/SDI.I
r.\ ACCESSIBLE VAN LOADIN5 ZONE, PEii<
\V l'l/5DI.I
0 PROPERTY L.INE INDICATl:5 LIMITS OF 51TE¥t:lRK THIS
Pl'<O-ECT.
0 SPLIT FAc;E MASONRY TRASH ENCLOSUl<.E t 6ATE
MATERIAL • PAINT TO MATc;H EXISTIN5 CENTER..
~ STANDARD PARKIN6 STALL I',/ 2'-6" PARKIN6
\V OVE!<:HAN6 PER Ill/SDI.I . 0 CONc.RETE LOCATED IN FRONT OF TR.ASH ENc.L.OSUll<E.
Q, NE~ L.ANDSC.APE AS 1<.EGIUIRED IN L.IMIT5 OF ACCl:SS
~ l=ASE:MENT ONLY.
0 COMPACT PAli<i<IN6 STALL PER 'll/SDIJ
~ ACCESSIBLE PATH OF TRAVEL. MAX. SLOPE or= 5% IN
~ Dl~t,TION OF TRAVEL t MAX. 2% CIWSS SLOPE.
® AC.PAVIN6
SPLIT-FACE CMU RETAININ6 l'IAL.l.. (TO MATCH 8 CEN~. SEE DETAIL. 11/SDIJ AND CIVIL FOR
HEl5HTS. ® l'IJBLIC 5\Da'IALI< l'lt-le~ OCCURS
~ EX15TIN6 6UIL.DIN65, SI~ (LANDSC.APE, v PARKIN6, CUR.B • SID&IALK), N.A.P.
r;.:;-,, EXISTIN6 FIRE Hr'DRANT (SeE SHEET 501.0 FOR
l..:.J ADDITIONAL Fl~ H'ftl!IV,Nf LOCATIONS)
® EXISTIN6 PROPER.TY LINE
141 . EXl5TIN6 ENTIV.NCE DRIVEl"l,l,Y
20 EXl5TIN6 ADJACENT BUILPIN6 (NOT A PART)
NEl'I L.161-!T POLES TO MATCH C.ENTER
22 42'-0" TL~IN6 RA-DIUS PER Fl6U~ 401E OF CAI-TRANS DESlc!>N MANUAL.
Cl DECORATIVE !:>AFETY RAIL, T'r'l". HEl5HT TO MEET 6UILDIN6 CODE
~ ~G'MTS AND ,o BE APP!'!OVEP BY CITY OF CA~55AD
PLANNIN6 AND 6UIL.DIN6 DEPAl'l™ENT5, e DEc.oRATIVE l'-6" x l'-6" STUCCO COLUMN.
~ VISIBIL.ITY ZONE. ALL LANDSCAPE TO BE BEi.O~ 00" THIS AREA.
@ EX15TIN6 STREET L.1'5HTS.
Q. EXISTIN6 '5RADE5 AT ADJAGENT PARCEL TO v F<EMAIN. s EXISTIN6 _ACCESS l=ASEMENTS PER. C.IVIL AND SD 1.0
~ ACCESSIBLE 111.AMP.
SITE NOTES
I. i'IALKS AND SIDENALKS 5HALL HAVE A WNTINIJO& COMMON S\Jl'lFAc.E,
NOT INTI::Rl'WPTED B'r' 5Tfl"S OR BY ABl'lUPT c.HAN6E5 IN L.EVEL EXCEEDIN6
1/2', AND !:>HAI..L BE A MIN. OF 4&" IN l'IIOTH.
2. ~ ABl'llJPT c.HAN6E& IN LEVEL NOT EXC-EEDIN6 1/2" OGCUR,
THEY SHALL BE BE'F..L.ED l'IITH A SL.OPE NO ~A.Tat T-IAN 1,2,
EXCEPT THAT l-EYEL GHAN6E5 NOT !:XC!:EDINIS 1/4' M ... Y BE v'ERTlc;AL,
cl. ~ CHAN6Ee N L= ALON6 AN'r' AGCES51BL.E IIIO~TE EXGEEDIN6
1/2" SHALL COMF'L Y l'IITH THE Rl:GIUIREMENTS "OR GUl'lB RA.I-PS.
4. 1'11-!EN THE 5l.OPE IN THE Dll'lEGTION OF TRAVEL OF ANY l'IAl.K EXCEEDS I
~T. TO 20 HOl'llZ. IT SHALL COMPL.Y l'IITH THE '"ROVISIONS OF SEGTION
I !3!!e.S Af, A PEOE,, RIAN AAMP
S. i'IALK AND SIDEJl'tALK S()ll!F,",Glc C."°55 SL.OPE5 !,HALL NOT EXGEEI' !/4" PEl'l
FOOT EX(;fl"l' l'iEN TIE ENFOIIIGIN6 l'.f,E/IC,Y Fl~ TH ... T DUE TO l.OGAL.
CONDITIONS IT Gl'EATc5 AN U~~ H .... ~1,-, iH: G~ SL.O!"E
GAN BE INc.l'lEASED TO A MAX. OF 1/2" l"l:!lt FOOT FOR DISTANCES
NOT TO ~ 20'.
6. i'IALKS SHAU. BE ~DED l'ilTH A LEYEl. ARfA NOT L.1:55 THAN l!>O"x bO"
AT A DOOR OR 6AT1:: THAT 51'11N6S TOll'IA~ THE l'W.K. A"ID NOT LESS
THAN 41l" 1'4\DE BY 44" DEEP AT A DOOR OR 6AT1:: THAT 51't!N65 MAY
FIIOM 11-IE i'W.K.
i. NALKS SHALL EXTI:ND A MIK. OF 24 · TO THE SIDE OF THE 5~1KE ED5I:
OF A DOOR OR 6AT1:: THAT SJl'IIN6S TOl'IAR.D THE l'IAl.K.
&. ALL 1',1,U,5 ~ITH CONTINJOfo 611.ADIENTS SHALL HAVE LEVEL Al'lEA5 AT
LEAST 5'-0" IN l.EN6TH AT l!<Tl:RVAL5 OF AT LEA5T EVEl'lY 400'-0".
q_ l"IAL.K AND SID&IALK 5Ul'lFAc.E5 SHALL BE SLIP-RESISTANT A5 FOL.L.O~,
A 5Ul"FAGE5 i'IITH A 5L.O"'E OF LESS THAN bSlf 611.ADIENT
SHALL 6E AT LEA5T A5 SLIP-R!:SISTANT A5 THE
DfSC.RIBED AS A MEDIUM SAL. ,m FINISH
5. 5\)ll(FAGES ~ITH A SLOPE OF f,l!, 6'<ADIENT SHAl-L BE
SL.IP-~SISTANT.
10. 1'1Al.K5, 51DEi'IALK5, AND PEDESTRIAN l'IAYS SHALL BE FREE OF <SAATIN65
l/'IHl:NEVEl'I. P0$1BLE. FOR 6RATIN&5 LOGA11=D tN THE ~A'-E OF ANY
OF TH!:51: Al'l:A5, Ml.ID OPENIN6S IN <SAATINcS5 BE Fl'U;E OF 6AATIN65
l'IHENEVER PG$16LE. 5HALl. BE NO 6REATER TltAN 1/2' ~IDE IN ONE
DIRECTION. IF 5AATIN6S HAVE ELON6Alm Of'ENIN65, THEY $HAI.I.
BE PL.Ac.ED 50 THAT THE LON6 DIMENSION 15 F'ERPENDIC.UL.AR TO THE
i:,ot,,IINAN-Dll'lEGTION OF Tl'lAVEL.
II. Tl-iEfl£ s.lOULD BE A L.EVEL A'tCJ c.LEAR L.ANDIN6 ONE EAc.H SIDE OF A
VOOl'l. THE L.EVEL A~A 5HAL.L HAVE A LEN6TH IN THE DIRECTION OF THE
VOOl'l 51'tlN6 OF AT I.EAST bO" AND THE LEN<STH OPl"051Tl: THE Dl"l=GTION
OF THE DOG!'. 51'11N6 OF THE Pl.,._N OF THE DO~.
12. THE i'IIDTH OF THE LEVEL A'lf&.A ON iH: SIDE IN ....,.lc;H THE VOOl'l 51'11N6S
SHAU. !:.><TEND A MINIMJM OF :2'4' PAST THE STRIKE EDeE OF THE DOG!'.
FOil EX'Tl:1'<10ll DOORS AND A MINIMUM Of If>" PAST THE 5Tl'llKE ED6E
rOR INTERIOR OOORS.
IS. 6RADE LEVEL AREAS DE516NATED AS EXIT Dl5c.HA1161: C01'1PONENT5 FOR
A 8UILDll'l6 SHALL. BE Pf:RM,O.NENTL. Y MAINT,0.it-!ED. SUC.-1 A~ SHA;J..
NOT BE DEVELOFED Oil OTH!:MISE AL TI::RED IN THEIR GAPA'-IT" TO
PROVIDE CONTINUCIU5, UNOBSTRUC-TED, AND iJNDIMINlst!fD ME,._NS OF
e6RE55 FOi'< THE 8UILDIN6 OCGUPANT. IF 5\/C,H ARfA5 ARE SOLD
INDEf'ENDENET OF THE BUILDIN6 THEY 5El'lVE, AN EXIT DISC.HARE.!"
GOMPL 'r'IN6 WITH THE REQIJIREMENTS OF SECTION IOOb SHALL BE
PROVIDED FOR THE BUILDIN6.
AC.C.ESSlBILITY NOTES
REVISIONS
PLA~NING SUBMIH~L
RA~, RESUB~IFAL
ti.06.07
Cc~e: 1-15-:?8
Seel€: .AS Sf!:?Vi,
Crawr:
Jot Ne.·
S7eet:
SD I.I
Of Sheets
u)
CJ
0
0
dl • -u1 .,
0 ~
1,,-l
RANCHO LA COSTA, PARCEL 1
CONCEPTUAL GRADING PLAN -----------( I
----..,,
~ •
.~·
-~
I
I
\ ~ '-', ,j
\ SCALE 1 • = 20'
\
TW 299..00. -
BWL'96.00
¢
--·-;; 2~4. 95
TP 2,4.45
CON :RrriJ.sw~
~ 0£fAIL ''.4" ~ ~ TC 295 ___ 8_0_-t\-+11-li
TP 295.30
ACCESS ESMT. PER DOC.
2001-0676897, RECORED
SEPTEMBER 20, 2001--..
TC 295.50
TP 295.00
295. 0
--\~, ~r~~
{01 ~ IN:;\
---------------PER SDRSD D-2
LIP 295.10
FL 293.00
TW 299.50
aw 295.50 \
\
EXIST. 6" PVC 1.00% --r-...,
EXISTING INLET
(IN 301.00)
(FL 297.00)
EXISTING 12" PVC
SDR-35
EXISTING INLET
(GRATE 295.80)
(FL 291.10)
12.5'
PARKING
2% =--
25'
' {
i
AC PAVING ---
..,,
12.5'
TW 301.00
aw 297.50
FE
"'
TW 305.00
BW 299.00
FENCE ER
LANOSGA E PLANS _ ------"
S RY TC 2 gD ( u: -i=FL~~~s-\10
F 2
1.00
PARKING
-~-
~97.00
---------------aw 295. oo
8" PVC SEWER
MH, (I.E. 288.04)
EXIST. 12" PVC AT 1.00%
~CONCRETE SWALE
PER DETAIL "A"
TYPICAL PRIVATE DRIVE
NO SCALE AISLE SECTION (EXISTING STREET)
•
~
'l'l-flS IS TH E: APPPOV".O TENTATIVE MAP/6', c.
PLAN PER C ~ < '0. to OF PLAN NIM0
COMMISSION • T N NO. (,'j\ 8
~t:
-"'
..,, ~-
' -\ 0
TE BROW ITCH, TYPE PER D-75
FL 96.50
FL 295. 0 .-
FL 2
T 295.20
TP 294.70
R = oo·
D = 9 ° 0(/00"
L = 39 7
I
~£
1ST.
.. r z "' gO'
0
0
Jo5
---l--A-l5" 1HIGH
I\C..--1---t-"'N\ CURB AT
7J
"'
0
0
BA<JK OF
05.DO
96.00
/NL P R
. 55
296.25
297.00
295.50
0
"' Jos <O
"' 303.00 "' IT 298.00 (1) aw 291_00 I C'
I Jo.,
I
303
Jo2
TW 301.00 aw 297.25
TW 297. 5
-.J
z
CJ
CXl
RAMP 299. 0
I
TW 299.20~98 ----ll
aw 297.oo
TW 299.00
W 295.00
~--'/fW;,.___EXISTING
\Y.l ST. LIGHT
\
I
\
-
\
PACIFIC
OCEAN
SOP 05
~
90'
45' 45'
I 10· 35' 35' 10·
5.5'
I
5.5'
EXIST AC 4
t PAVING~ 1 I
2% 2% -_:::--=-==~ --\~~-=--=--t------=-"!::..~
\___ ~EX. CURB
EXISTING AND GUTTER
SIDEWALK
TYPICAL STREET SECTION
I 1 o·
5.5'
I
I
LA COSTA AVENUE
66'
40'
(EXISTING STREET)
NO SCALE
122'
4' 58'
I
EXIST Al {
66'
10'
5.5'
FE
I
I
I
I
I
I
I PAVING-~ 1
2% 2%
------__ I---= = ,::_·..J L-F===== '7::_ ..n=
i=c. ------~ ,-------.cd ~ t~~,x cues I
EXISTING AND GUTTER
SIDEWALK
TYPICAL STREET SECTION
RANCHO SANTA FE ROAD
0.25~
(EXISTING STREET)
NO SCALE
3.00'
1.50' 1.50'
SLOPE 1"
PER FOOT .. ~-•. •
ASPHALT CONG.
PAVEMEN
-0.50'
•
15
LEGEND:
PROPERTY LINE
SETBACK LINE
BUILDING PAD
AC PAVING
PCC SIDEWALK
PCC CURB AND GUTTER
PCC CURB
DIRECTION OF DRAINAGE
PRIVATE STORM DRAIN
PRIVATE STORM DRAIN INLET
PRIVATE BROW DITCH, TYPE A, PER D-75
SEWER LATERAL
WATER SERVICE
EXISTING POWER POLE
EXISTING FIRE HYDRANT
EXISTING STREET LIGHT
EXISTING WALL
EXISTING WATER METER
TC = TOP OF CURB NG = NATURAL GRADE
TP = TOP OF PAVING FF = FINISH FLOOR
TW = TOP OF WALL FG = FINISH GRADE
aw = BOTTOM OF WALL FL = FLOW LINE
NOTES:
------
~
Ul
c::::::::>
~>-----
@>-----
'U.,
\I
I\
1£1
□ □
GUT = GUTTER ELEVATION
GRT = GRATE ELEVATION
sea = SEWER CLEAN OUT
SMH = SEWER MANHOLE
1. FOR EROSION CONTROL AND BMP PLAN SEE SHEET 2.
2. WHEN WORKING IN AN AREA WITH EXISTING LANDSCAPING, PROTECT FROM
DAMAGE AS MUCH LANDSCAPING AS POSSIBLE. REPLACE ANY DAMAGED
LANDSCAPING WITH EQUAL MATURITY OR BETTER PLANTINGS.
3. EASEMENTS OF RECORD:
AN EASEMENT IN FAVOR OF THE COUNTY OF SAN DIEGO FOR THE RIGHT TO
EXTEND AND MAINTAIN DRAINAGE STRUCTURES AND EXCAVATION AND
EMBANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT OF WAY RECORDED
FEBRUARY 16, 1967 AS FILE NO. 21427 D.R.
AN EASEMENT IN FAVOR OF THE CITY OF CARLSBAD FOR THE RIGHT TO
EXTEND AND MAINTAIN DRAINAGE STRUCTURES AND EXCAVATION AND
EMBANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT OF WAY RECORDED
JULY 19, 1977 AS FILE NO. 77-281161 OR.
AN EASEMENT FOR TRANSMISSION LINES, CABLES, CONDUITS, MANHOLES,
MARKERS AND OTHER FACILITIES, FOR A COMMUNITY ANTENNA TELEVISION
SYSTEM AND RIGHT TO ENTER THEREON TO SERVICE, MAINTAIN, REPAIR,
CONSTRUCT, IMPROVE AND REPLACE SUCH FACILITIES RECORDED MARCH 4,
1983 AS FILE NO. 83-070357 D.R.
AN EASEMENT IN FAVOR OF DANIELS CABLEVISION, INC FOR TRANSMISSION
LINES, CABLES, CONDUITS, MANHOLES, MARKERS AND OTHER FACILITIES, FOR
A COMMUNITY ANTENNA TELEVISION SYSTEM AND RIGHT TO ENTER THEREON
TO SERVICE, MAINTAIN, REPAIR, CONSTRUCT, IMPROVE AND REPLACE SUCH
FACILITIES RECORDED MAY 21, 1998 AS FILE NO. 1998-299761 D.R. .... : ..
<ff <ff Lo.25• AN EASEMENT IN FAVOR OF THE CITY OF CARLSBAD FOR PUBLIC STREET
AND PUBLIC UTILITIES PURPOSES RECORDED SEPTEMBER 13, 2001 AS FILE
NO. 2001-0658897 D.R.
CONC. PER SPEC.
<ff · ..
AGGREGATE BASE
TO MATCH ADJACENT
AC PAVING
AN EASEMENT IN FAVOR OF THE CITY OF CARLSBAD FOR SLOPE PURPOSES
RECORDED SEPTEMBER 13, 2001 AS FILE NO. 2001-0658898 D.R.
CONCRETE SWALE -IN PAVED AREAS AN EASEMENT IN FAVOR OF THE CITY OF CARLSBAD FOR SLOPE
CONSTRUCTION PURPOSES RECORDED SEPTEMBER 13, 2001 AS FILE NO.
2001-0658899 D.R. NOT TO SCALE DETAIL 'j\,,
GRADING TABULATION: TOTAL SITE AREA 25,392 SF (0.5829 AC.)
AN EASEMENT IN FAVOR OF PARCEL 1 OF PM 12586 FOR ACCESS AND
EGRESS RECORDED ON SEPTEMBER 20, 2001 AS DOCUMENT NO.
2001-0676897.
fT[I.I AREA %
TOTAL AMOUNT OF SITE TO BE GRADED 25,392 SF 100.0% ENGINEER OF WORK:
AMOUNT OF FILL = 0 CY AMOUNT OF CUT = 10,900 CY
SAN DIEGO LAND SURVEYING & ENGINEERING, INC .
9665 CHESAPEAKE DRIVE, SUITE 445 MAX. DEPTH OF FILL = 0 FT MAX. DEPTH OF CUT = 14 FT SAN DIEGO, CALIFORNIA 92123 (858) 565-8362
MAX. HEIGHT OF FILL SLOPE= 0 FT MAX. HEIGHT OF CUT SLOPE= 10 FT PROJECT NO. 223-060-28
EXPORT SOIL = 10,900 CY RETAINING WALLS LENGTH
MAX HEIGHT
VICINITY MAP
CITY Of" OCEANSIDE
HIGHWAY 7B
c,
Ci,i,/,VO
~ ROA
0-;.~ "'-;.~
CITY Of" VISTA
CITY Of" ENCINITAS
840' DWG. NO. RANCHOLACOSTA CGP-R2.DWG
6' -1v1a-~ 02-05-2008
MICHAEL L. SMITH, R.C.E. 35471 DATE
REGISTRATION EXPIRES SEPTEMBER 30, 2009
Prepared By: Project Soil Condition: Existing graded site.
SAN DIEGO LANO SURVEYING AND ENGINEERING. INC Source of Topography: 9665 CHESAPEAKE DRIVE, SUITE 445 A field survey by San Diego Land Survey on 07-11-2005 SAN OIEGO, CA 92123
858-565·8362
Project Legal Description:
PARCEL 1 OF PARCEL MAP 12586
Consultants: IN THE CITY OF CARLSBAD. COUNTY
Architect OF SAN OIEGO. STATE OF CALIFORNIA
RUSSELL STOUT & ASSOCIATES, INC
4635 CASS STREET Benchmark:
SAN OIEGO, CA 92123
PHONE: 858-581-2812 FAX: 858·272-8873 CITY OF CARLSBAO BENCH MARK #20
Landscape Architect: STATION NAME: CLSB-020
ROD WICAP, 220' WEST OF ROMERIA ST. ON SOUTH NAME SIDE OF LA COSTA AVE, 5' BACK OF CURB ADDRESS
ADDRESS ELEV.= 104.25 M.L.S.
PHONE AND FAX
Project Name: Project Address: Project owner:
RANCHO LA COSTA -PARCEL 1 RANCHO SANTA FE ROAD SANTA FE LA COSTA LLC
AT LA COSTA AVENUE 9484 BLACK MOUNTAIN RD., SUITE F
AP.N. 223-060-28 SAN DIEGO, CA 92126
Sheet Title Scale: 1" = 20·
Original Oate: AUGUST 16, 2005
CONCEPTUAL GRADING PLAN Revised: FEB. 20, 2007 Sheet 1 of 2 Revrsed: OCT. 30. 2007
111208
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