HomeMy WebLinkAboutSUP 06-12; ROBERTSON RANCH HABITAT CORRIDOR GRADING; Site PlanGENERAL NOTES
ASSESSOR'S PARCEl Na .
TO TAl ACRES. . . . . . .
EX/SllNG ZONING. . . . . . . . . . .
UNOERl 'r'ING ZONING PER ROBERTSON
RANCH MASTER PLAN. . . . . . . . . . . . . . • . • . . . .
PROPOSED ZONING. . . . . . . . . . . . . . . . . . . . . .
EX!SllNG GENERAL PLAN OES/GNA llON. .
PROPOSED GENERAL PLAN OES/GNA TlON.
EXISTlNG LANO USE. .
PROPOSED LANO USE.
UNITS ....
TOTAL LOTS.
DENSITY-..
BU/1.1)/NG COllfli'AGf".
B/J/1.1)/NG SO. FOOTAGE. . . . . . . . .
PERCENT OF SITE TO BE LANOSCAPEO.
PARKING SPACES RE()()//?£[).
PARKING SPACES PROV!OEO.
£1JPlOYEE EA llNG Ali'EA li'E(J()/RElJ.
EIIPLOYEE EA TlNG Ali'EA PROVIOElJ.
OPEN/1?£Cli'EA TlONAL SPACE-
UNOEITT.OPABI.E Ali'EA-. . ·
STORAGl" SPACE . . . . .
Alei'AGl" OA/lY ll?Amc .
208-010-.16
219.-12 A.C
PC (PLANNED COMMUNITY}
C-l ANO O.S:
NO CHANGl"
l ANO OS
NO CHANGl"
AGl?IC/Jl TI.IRAl / VACANT
VACANT PAO/ Fill SI.OPE
N/,4
f
N/,4
N/,4
N/,4
N/A
N/A
N/,4
N/,4
N/A
N/A
N/A
N/,4
N/,4
SEIIEJ? 0/Sll?ICT. . . . . . . . . . . . . . . . . . . . . . . CITY OF CARI.SBAO
WATER 0/STT?ICT. . . . . . . . . . . . . . • . . . . . . . . . CITY OF CARI.SBAO
SCHOOL 0/Sll?ICT. . . . . . . . . . . . . . . . . . • . . . . C/1.S.O.
TOPOGRAPHIC SOURCE. . . . . .
POTABI.E WATER PHESSUli'E ZONE.
SETBACK li'E(J()lli'EMENTS .
POTABI.E WATER [)El,IANO.
f1li'E FLOW ....... .
LEGAL DESCRIPTION
SAN-LO AERIAL SIIR'tf:YS
OA TUJ: MA Y f 2, 2005
HGt. 255
N/A
N/,4
N/,4
PARCEl 2 IN A CERTlFlCA TE OF COMPLIANCE li'ECOROEI) NO/£MBER 28,
2001 AS RlE No. 2001-0865065 OF OfFlCIAl li'ECORO OF SAN 0/EGO
COUNTY, CAUFORNIA.
FLOOD ZONE DESIGNATION
CITY OF CARLSBAO F1RM MAP No. 06073 C 0768F ct 0768F OA TEO ,A/NE 19, 1997
ZONE X -AREAS OUTS/OE THE 500 YEAR FlOOO PLAIN ANO
ZONE AE -BASE FlOOO EZEVATlONS OETERMINEO
CIVIL ENGINEER/ • LAND SURVEYOR
02/AY CONSULTANTS, INC
EASEMENTS PER PflEJ.MNARY TllIE REl'(RT BY FliST AJIERICAN TllIE
NSIIRAHCE Gtll'ANY, (l{l)£R NO. 1267929-6. DA"IEI) OCTClJER 1J, 2006
2710 LOKER A ',,fJ///£ #E"ST, SUITE 100
CAR/.SBAO. CA. 92010 .EASEJ/ENTS OF RECORD
(160} 931-7700
REFERENCE DRAWINGS
OWG 390-9A CALA llfli'A HlllS PHASE H GRAOINC PLANS
OWG 390-9 ca.J.EGl" Bi. If/. ct CANNON RO. IMPR0"9/ENT PLANS
OWG W-6 RfBERTSON RANCH EAST VlllAGE IMPR0"9/ENT PLANS
OWG W-6A ROBERTSON RANCH EAST VlllAGl" GRAOING PLANS
INOI PURPOSE OWNER
3 Pl/Bl.JC UTTiJTIES .t INC/OENTALS QM.WO.
" SI.OPES CARI.SBAO
•5 UTll/TIES .t INCIOENTALS It S. KEll Y. l.J. KRl Y
6 UllUTY S.O.G. ct £.
7 UllUTY S.O.G. ct£
8 PIPWNES C.M.W.O.
9 UTll/TY S.O.G. ct £
TO Sl.OPE/I.IKAINAGl" CARI.SBAO
• lOCA llON CAN NOT BE OETERIIINEO BY li'ECORO
DOCUMENT REC. DATE
Bl( 1796/1'6· 1-12 OF OEllJS 7-11-1930
PG 230 aR. Bl( 521/. 6-12-1936
Bl( 18-IJ~ 'Y.' 3/lB QR. 3-31-19-15
BK #17-1/n, 1-IJ O.R. 6-f-1953
BK #17-1/PG I#! O.R. 6-1-1953
RlE NO. 96185 QR. 6-6-1961
RlE NO. 98887 QR. 6-16-1966
RlE NO. #687 QR. 3-12-1970
BOUNDARY DATA BOUNDARY DATA
(No) DELTA/BEARING RADIUS LENGTH (NO) DELTA/BEARING RADIUS LENGTH
27-28 N 60'32'15' W #9.-IJ' 52 53 N 60:13'09' E '
28-29 6. = 31'1(}"36" 20"5.09· 1130.65' 53-5# N 5#'35'52" E 10-l.85'
29-30 S 87¥7'10· W 761.RR' 5# 55 N 55'32'10' E 99.66'
30-31 6. = ,f.3'01'37' 1555.07' 1167.80' 55-56 N 58'2010" E 100.12·
31 32 N 4971'1-I' W 511. r,• :JD -:-J/ N . t IVV.10
32-33 6. = 05'23'02' 20-15.09' 192.17'
33 3-1 N 35'25'#' E 55.00'
57 58 N 55'22'-11" E 99.96" .,,,_,a N 52'29'55' E 100.20'
3-1 35 N -1-1"5.TOl" W 132.79 59 60 N 51:J-1'19' E "I'll" 7,:'
.1' -~ /V .ll.I/./1 t 69.52 11n .• 11, N #!'25'31' E 10-l.73'
.16-37 N 36°53'17" E 92.-16' 61 62 N -12"59'01' E 10-l.95'
37 38 N -12:Jl'tu' E 92.-16' 62 63 N -11'35'15' £ 101.~·
38 39 N #!'26'33' E D? 7~•
39 -IO N 63'26'12' E 92.35'
63-6-1 N -1179v., E 100.09'
,;,1._,;, N 38'2-l "-11" E 99.98" BOUNDARY DATA "° -11 N 4T38'51' E 9-1. -19'
41--12 N 78'03'31' E a, 7:;•
-12 ,fJ N 17'30"4/ E 91.0f ~· ... N 76'56"3-I E 89.9T
# -15 N 6-1'32'02' E 96.25'
-15 -16 N 8-1"58"35" E 96.38'
-16 -17 N 89:Jf "55" E f00.00
-17 #! N 88'50'52" E 100.13'
#! -19 N d5"52'25' E 106.-16'
-19 50 S 86¥8'16' E 11Q56'
50-51 N 61'21'#' E f1Q57'
._r ,t;.'7 Al .r~"'n'l'~• J: •=~'
"" -"" N 3T-IJ'-15' E 106.3-1'
66 67 S 89'25"31 E ~#!-
67 68 S Ol '-12'35' W 1619.75'
68 69 S 63¥2'38' E 313.13'
69 70 S 7379'52' E 7.rtJ R7'
70-71 S Ol'56'-11' E -172. 5-1'
71-72 S 6775'16' W 15.60"
72 73 suo_ w ,,~, nr'
73-7-1 S "6"32'58' W 281.65'
7-1-75 S 24'0216" W -I0.09'
,., -10 s .,, ,,,, '2J ,. 139.56 .,,,_,, s ~, // ,, zJ.°L
~ DELTA/BEARING RADIUS LENGTH
77 78 S 31¥8'f2' W 6Ql9'
78 79 S 29'07'38' W //. r,'
79 -Rfl S 25"38'31 • W 100.08'
Rn-81 S 23"31'32' W 109.80'
--Mi N-J¥8'22' W 7'117' s ¥,Iv, w ,r,. ,~
83-27 6. = 03'59 '05 6855.31 -176.75
31-85 6. 05 .. ., ...... 1555.0t 1-15.00
85-86 N 1Z7oCl'I-t
86--11 6. = 0573"(}, 9226.61 8-I0.38
DISPOSmON
()()IT ClAMI
TO REMAIN
TD REMAIN KEY MAP ro REMAIN
TD REMAIN
()()IT ClAMI
ro REMAIN
ro REMAIN
CITY OF OCEANS/OE
NOT TO
SCALE
PACIFIC
OCEAN
78
-__...+-........ SITE
: CITY OF VISTA Ir .
CITY OF ENCINITAS
VICINITY MAP
NO SCALE
NOTE
THE Pl/RPOSE OF THIS PLAN IS ro
CREATE THE HABITAT COl?RllXY?. THE
llMING IS INCl/JOEO IN THE li'ECENTl Y
APPR0',£0 PARK LANO AGREEMENT.
OWNER:
GARY ROBERTSON ct BRIAN l?(H]?TSON.
DEVELOPER:
ROBERTSON FAMII. Y TRUST
3000 /£ST MACARTHUR Bllf/. SUITE 675
SANTA ANA, CA. 9270-I
(71-1) -121-0020
BY.· SEABOIJRNE OEITT.OPMENT COMPANY
A CAUFORNIA COMPANY
/15: B:~NA~ 1 AJ Ok "tJ i±NNfTH CABLA n
NOf'l,TI
OATE: IO/~/o1.
ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY
ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
SPECIAL
SHEET I OF 3 SHEETS
H.D.P. 06-04
S. ll.P. 06-12
USE PERMIT
FOR
ROBERTSON RANCH
HABITAT CORRIDOR GRADING
o· 300'
150 600'
SCAI.E: 1' = 300'
SHEET INDEX
1 TlTl.E SHEET
2 SECTlONS. OETAILS.
ANO NOTES
3 SITE PLAN
EART/11rORK:
LECENO
PRO.ECT 80/JNOARY. .
PLANNING Ali'EA LIMIT.
HIIP HA/?Ol.lNE.
RIGHT OF WAY. . . . . . . . . .
FEMA FlOOO ZONE (EX/SllNG PER
FEMA JIAP, PANEL 768 OF 2375,
EFFECTl'tf: ,A/NE 19, 1997)
EXISTTNG FlOOO ZONE (EXISllNG PER
CHANG S11/0Y, OATEO FEB. ~ 2006;
ASSIJIIING 8.B, MEZROSE, ANO
FARAOA Y OETENTlON BASINS 8/Jll T,
COllEGE ct CANNON GRAOEO}
PRfPOSED FlOOO ZONE PER CHANG .
STIJOY OATEO FElJl?UARY ~ 2006
CONTOURS. . ..........•...•.
li'EClAIJIEO WATER MAIN. . . . . . . • . . . •
WATER MAIN ................ .
SEHCR MAIN .t A.H.. . . . . . . . . . . . . .
STORM ORAIN ,t Ca. . . . . . . . . . . . .
CURB INLET. . . . . . . . • . . . . . . . . .
Rli'E HYORANT. . . . • . . . . . . . . . . •
STREET LIGHT. . . . . . . . . . . . . . . . •
6' SOI/NO WALL.
GRAOEO SI.OPES (2.· f MAX).
OA YUGHT UN£. . . . . .
ll?All (STABIUZE!) SOil). . . . . . •
INTERSECTION SIGHT 0/STANCE .
BROW 0/Tr:H ....... .
GRAOEO SWALE (IX MIN.) .
5.· f HABITAT CORRIOOR: El CAMINO li'EAl SI.OPE:
PROPOSED EXISllNG
-----------
......___260 ----
---HW--
-H'---w--
-----o----5---------0---8 --
-5P ~ @]
--58 IOI----,
-I -li
~
_'v_v_
__ ..l ____ L __
-------------------------
-_, . -
V 7 o ,-r
' '7
~Z2.'1
I ~3i-d. ;Jt ,rdfo7 ~1, ttfs/n
cu T.· 13-1, 000 C. Y.
Fill: 128,000 C. Y.
EXPORT: 6,000 C. Y.
/?EJIEOIAl.· 6, 000 C. Y.
CUT: 0 C. Y.
Rll:
IMPORT:
6.000 C. r.
6.000 C. r.
ROBERTSON RANCH
HABITAT COBB/DOB GRADING
BENCHMARK:
DESCRIPTION: STANOARO M-10 STREET CENTERI./NE
lfEl1. JION/JMENT
LOCATION: CENTFR/.INE OF El CAMINO li'EAl
AT ENGINEER'S STATION -15-1+92
PER R.S 1800-1
RECORD FROM: COUNTY BENCH lEITT.S (Na COUNTY llfli'T.
CONll?Ol OATA)
ELEVATION: 68.-179 OA11/M: 11.S.C. ct G.S.
G:\011014\0114SSUP01.dwg Dec 12, 2D06 10,53om
OA TE REltfSED: DECEMBER 12, 2006
OA TE REVISED: OCTOBER 10. 2006
OA TE Pli'EPAli'EO: MA Y 2006
2710 LOKER AVE. W.
SUITE 100
CARLSBAD, CALIFORNIA 9201 0
760-931-7700
Fox: 760-931~8680
WWW.ODAYCONSULTANTS.COl\4
CML ENGINEERING
PLANNING
PROCESSING
SURVEYING
Xrefs: 01147STR: 0114MAP: 011411'-G; 0114SSUP; 0114SMAP; 0114FEMA; 0114SGRD; 0114BSTR; 0114BGRD
DESIGNED BY: S.K., 8RL DATE: MAY 2006
DRAWN BY: 8.8.. jdd SCALE: f,S SHOWN
PROJECT MGR.; K.H •• JPS JOB ND.: 011014
DATE: /Op. "()
RCE: 60223
LANDSCAPE
BUFFER
JO'
88' ROW
14' 20' 10'
LANDSCAPE
BUFFER
5' 4.5' 4.5' 5'
6" TYPE "G"
CURB &-CUTTER
CENTERLINE ELEVATION
I SHOWN ON PLAN I 2%
2% ;..;::===~::.::.-=...;,.y
SEE LANDSCAPE PLANS
FOR MEDIAN DESIGN
PCC SIDWALK
PCC SIDEWALK
4" AC PAVEMENT OVER AGGREGATE BASE
THICKNESS TO BE DETERMINED BY R-VALUE
TESTS (6" MIN.}
6" TYPE "G"
CURB &-GUTTER
5'
LANDSCAPE
BUFFER
VARIES VARIES
W'INO TRAIL JrAY
STA. 10+00 TO STA. 13+09.08
TRAFFIC laX • 6
NO SCALE
IIIPfiO.aENTS PO? DIIG. NO. 4.JJ.6
SEE LANDSCAPE PLANS
FOR MEDIAN DESIGN ~ ROW VARIES {60' -116'} ------------.
/0'±
5'
l7'-25'
VARIES
17'-25'
VARIES
10'± LANDSCAPE
BUFFER
0.5'
'J-T"L.-::.-=-~;;;2;;_~-J,; 0-,"¥ PCC
t· SIDEWALK
{LOCATION VARIES}
6" TYPE "G"
CURB &-CUTTER
o• CURB
FACE
BEfM
STAMPED
CONCRETE
CENTERLINE ELEVA TION
SHOWN ON PLAN
o• CURB ~~ FACE
4" AC PAVEMENT OVER AGGREGATE BASE
THICKNESS TO BE DETERMINED BY R-VALUE
TESTS (6" MIN.} W'INO TRAIL JrAY
------
STA. 13+09.08 TO STA. 1-l+-12.91
TRAFFIC laX = 6
-
NOSCAI.£
IIIFRO'BIENTS PO? DIIG NO. 4.JJ-6
--------
2%
--
5'
PCC
SIDEWALK
0.5'
6" TYPE •c•
CURB & CUTTER
---EXISTING ....
,..,.,,,n,~-----
100
60
0
-
1 ,f(J
1 .
0 6,
I
-----------------------C
1 2 3
!i::?
~ <.J
N
----------------------------
'
4
·---GRAOING _.. ---------
5 6 7 8
DETAIL SECTION 0-0
PROPOSED GRAOING FOR PlANNING AREA 23C
SCAI.E: HOlifZ. Al#) IEHT. 1• • 100'
------------~ UM · OF SIGHT ------= GR()IJND ---------=------=-==----------------------------,c;.iiisiw -------------------
1 2 J 4 5 6 7 8
DETAIL SECTION C-C
PROPOSED GRAOING FOR PlANNING AREA 23C
SCALE: Hai!Z Al#) IEHT. 1• = 100'
-. 1--
-----
9
-------
--------~---~
10 11
VARIES ~
27' ± MAX -I STORMDRAIN 102-105' ROW
EASEMENT
GRANTED OVER 51' 51'-54' LOT 8 j-------_.::.'-------J--------.'!.!...:::i~------l
5' VARIES VARIES
28' MIN (/2'-/4'
VA(IIES , VARIES VARIES 32' 10'
18'
TRAIL
EASEMENT
5'
LANDSCAPE BUFFER
ADJACENT TO PARK
SITE 05 ~9-5 (3. '-49'} (4'-18'}
5 20' VAR. Mi,9 9' 12'
20'
MIN
n
11 1-----"-VA::..:R.:.:.1/ES=-----'--n y-EXIST. 5' HIGH
I Li r I souNDWALL
VARIES SAWCUT CENTERLINE ELEV. , <z~ (1.9%-20% LIN£ SHOWN ON PROFILE Xl!N ~-1-J..SA WCU T
LINE 2% :1 ~ 2% , VARIES 1
t,1~Y-1Y . ., (l.7%-25%}f=~s===rt ty 0.75'
4" MEANDERING
PCC SIDEWALK
CRIN.
1-1/2 MIN.
AC Ovt"RLA Y
2% -
MEANDER/NC DC TRAIL
REMOVE EXIST. 10'
6" TYPE &'' CURB & C(JTTER 42" 0.5'
BEGIN AT STA. l28+37.f95 (TYP.)
5" AC PA'vtMENT OVER,AGGREGATE BAS£
PROPOSED 8' WIDE AC DITCH (BOTH SIDES)
MEDIAN CURB VARIES
FROM STA. /28+54.97 (27%-3.4%}
NOTE I
(f
39' EXIST. I
I 9' 9'
LEvt"L I
Qi E:::= ----T
63' P. 'ROPOSEO ROW
53'
45' EXIST. ROW
I 39' EXIST.
I
LINE -----
SHEET 2 OF 3 SHEETS
H.D.P. 06-04
S.U.P. 06-12
fl
/0'
f(0.65'
= 0.45,J/
15·
------+-EXIST. 5" AC PA vt"MENT
Ovt"R ACCREGA TE BAS£ EL CAMINO REAL -TYPICAL SECTION
---------
12
CANNON ROAD {REACH 3)
STA. 127+6a.J.J TO STA. 129+94.92 °
/3'
0.5' 5'
2% -
PCC SIDEWALK
TRAFFIC ,ax • 8.5
NO SCALE
IIIPfiO.aENTS PO? DIIG. NO. 4.JJ-6
!7'
6" TYP£ "C"
CURB & GUTTER
60' ROW
17'
CENTERLINE ELEVATION
SHOWN ON PLAN
4" AC PAVEMENT Ovt"R AGGREGATE BASE-_ _,;
THICKNESS TO BE DETERMINED BY R-VALUE
TESTS (6" MIN.}
W'IND TRAIL JrAY
STA. 1-l+-12.91 TO STA. 16+75.95
TRAFFIC laX • 6
NO SCALE
13'
2%
✓,5"..f . C<
BOTTOM OF CHANNEi
5'
"
IIIPfiOWJENTS PO? DIIG NO. W-6 ~------< 1 )-------~
~
:
' t.:l --E!!! ~ SICH X -...;.;. ~ -<.; ----------1------'::'=-: ---~ ---
13 1,1
-_ ___,,._ _ __, --
1,f(J
100
60
7
lfEr
(D TRAIL EASEMENT-TWEL vt" (12'} FOOT MIN. UNLESS
STA TED OTHERWISE ON SITE IMPROVEMENT AND
GRADING PLANS. ® EIGHT FOOT {8'} WIDE STABILIZED DECOMPOSED
GRANITE TRAIL TREAD.
0 2' MAINTENANCE ZONE ON BOTH SIDES. NO
IRRIGATION HEADS OR APPURTENANCES SHALL BE
PLACED IN THIS ZONE LOW GROUND COvt"RS 6" OR
LESS MAY BE ALLOWED. 0 DECOMPOSED GRANITE WITH STABILIZER. COLOR
SHALL BE BUFF, GRAY OR LIGHT TAN. SUBMIT
SAMPLE TO OWNER FOR APPROVAL. INSTALL IN
rwo-2· LIFTS. COMPACT BETWEEN LIFTS IN
ACCORDANCE WITH SPECIFICATIONS.
@) 6" WIDE x 8. DEPTH CONCRETE EDGE (CURB)
® 2• DEEP MULCH AREA, FINISH GRAD£ OF MULCH
SHALL BE 1/4' BELOW TOP OF CONCRETE EDGING.
NDQ
A. TRAIL WIDTH MAY VARY DEPENDING UPON
LOCA T!ON WITHIN OPEN SPACE OR LANDSCAPED
AREAS. TRAIL TREAD WIDTH TO BE 8' UNLESS
SPECIFIED OTHERWISE.
8. CONTRACTOR SHALL PROl1DE POS/T/1,t"
ORA/NAG£ FOR THE TRAIL
F. INSTALL 18" WIDE MULCH MAINTENANCE AREA
ON BOTH SIDES OF TRAIL
G. MATERIALS AND METHODS FOR TRAIL
CONSTRUCTION SHALL BE ACCORDANCE WITH
ATTACHED SPECIF/CATIONS
H SLOPE CONCRETE HEADER CONTINUOUS WITH
CROSS SLOPE OF TRAIL GRADE.
I. POLYPAvt" OR EOUAL (STABILIZED DECOMPOSED
GRANITE}-4" DEPTH IS ALSO ACCEPTABLE FOR
TRAIL SURFACING MATERIALS.
J. THIS DETAIL SHALL BE THE STANDARD FOR
UNPA vt"D TRAILS KNOWN AS CIRCULATION ELEMENT
TRAILS WITHIN THE CITY OF CARLSBAD.
~
L]
L] • q q •
•
NO SCALE
IIIFRO.aENTS PO? RO/JERTSUI RANCH £l.
CA.MM') REAL. IIIPfiO'BIENT FUNS
PO? D#C NO. ---
CUT-OFF WALL PER 0-72 _........,.. __
SECTION A-A
NOT TD SCALE
D== 0.5 ft
•
•
CHANNEL DOWNSTREAM OF TRAIL
SECTION 8-8
NOT TD SCALE
/0' LONG x 80' WIDE
1/4 TON RIP-RAP,
T=2 7' O'vtR /2" BLANKET
OF 3/4" GRAVEL
-'
10' LONG x 80' WIDE
1/4 TON RIP-RAP,
T=2 7' Ovt"R 12" BLANKET
OF 3/4" GRAvt"L
.. ______ _
APPB.OVFD
"HIS I'> ff'I PP 'OVE! IT,
,, " --,
'------·----::=-----~-=--= -0 90% COMPACTED NA Tlvt" SOIL. -------100
PROPOSElJ l ?AO/NG_/
60
9 10 11 12 13 14
® FINISHED GRADE.
STABILIZED
DECOMPOSED GBANITE TBA/l -CONCRETE EDGING
NOTE: WHEN TRAIL EXCEEDS 5% SLOPE (LONGITUDINAL GRADES)
STA 'fLOCK STABILIZED DECOMPOSED GRANITE MATERIALS SHALL BE
USED. INSTALL PER MANUFACTURER's SPECIFICATIONS CONCRETE
CURB WILL STILL BE REQUIRED.
.._ '
OfESS/
\'-','j ,
"' -c:; NO.· 60223 ~
\;t EXP. 6/J0/08 SJ
*
NOT TO SCALE
BENCHMARK:
DESCRIPTION: STANDARD M-10 STREET CENTEJ?UNE
IIUl. MONINENT
LOCATION: CENTFRIJNE OF El CAJIINO REAL
AT ENGINEER's STAT!(N 454+92
PER R. S 1800-1
RECORD FROM: C()(INTY BENCH lflflS (Na COUNTY ITT?T.
CONTROl DA TA}
ELEVATION: 68.479 DATUM: ll.S.C. it GS.
G: \011014 \□114SSUP02.dwg Dec 12, 2006 10: 54om
Xrefs: 0114SSUP; JOO-DES-XSSECT-PA 11
ROBERTSON RANCH
HABITAT CORR/OOH GHAOING
DA TE RE',fSEJ): O£C£/tlBER 12, 2006
DA TE REIISEO: OCTOBER 10. 2006 DA TE PREPARED: MAY 2. 2006
2710 LOKER AVE. W.
SUITE 100
CARLSBAD, CALIFORNIA 92010
760-931-7700
Fax: 760-931-8680
WWW.ODAYCONSULTANTS.COM
CIVIL ENGINEERING
PLANNING
PROCESSING
SURVEYING
DESIGNED BY: S.K., BRL DATE: MAY 2006
DRAWN BY: B.B.. jdd SCALE: AS SHOWN
PROJECT MGR.· K.H .• JPS JOB NO.: 011014
,m ·~·, ~ ... , ,n,1 ,·~
I
I
I
NOTE!!
ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY
AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
BENCHMARK:
DESCRIPTION: STANOARO M-10 SlREIT CEN7ERf.JN£
I/Ell MfX'I/JMENT
LOCATION: CEN7ERf.JN£ OF R. CAMINO REAL
AT ENGJN££R'S STATICW ~+92
PER R.S 18tXJ-1
RECORD FROM: CO/JNTY BENCH lElflS {Na CO/JNTY VERT.
WVlROl OATA)
ELEVATION: 68.~79 OATIJII: 11.S.C. d-GS.
G:\011014\0114SSUP03.dwg Dec 12, 2006 10:57am
SHEET 3 OF 3 SHEETS
H.IJ.P. 06-04
S. U.P. 06-12
APPROVED
TiilS IS'THf Al'PRO~
PLAN PFR co DJ'TJQJ',, C '7 v;I-z.. er
ff x--J~ f1tl: ,1,~()? ~1.1"7,1r1o1
(])
(2)
RIP RAP: //SE 1 T1JN
T = 2.0'
OVER 1.5" Gl'A lfZ
OVER LA YER OF SANO
RIP RAP: //SE NO. 2 BACKING
T = 1.0'
OVER 1/~• Gl'Alfl
lRA/l LINKAGE TD 8£ EX!ENOEO
llfTH F/JTlJRE OElflOPMENT OF
llf"ST ',fllAGE.
o· 2s· 1()0'
-
-----200'
SCALE: 1• = 100'
COBB/OOH CHAO/NC
OAlE RE'vfSEO: OECEJr/BER 12, 2006
OA 7E RE'vfSEO: OCTOBEN ta 2006
OA 7E PREPARETJ: MAY 2006
2710 LOKER AVE. W.
SUITE 100
CARLSBAD, CALIFORNIA 92010
760-931 -7700
Fox: 760-931-8680
WWW.ODAYCONSULTANTS .COM
CIVIL ENGINEERING
PtANNING
PROCESSING
SURVEYING
DESIGNED BY: S.K.. BRL
DRAWN BY: B.B.. jdd
PROJECT MGR.: K.H •• JPS
ENGINEER OF
DATE: MAY 2006
SCALE: 1" = 100'
JOB NO.: 011014
DATE: A~ '07
RCE: 602 J
Xrefs: 0114sSUP; 0114BSlR; 01147Ull; 0114sGRD: D114MAP: DI 14FEMA: 0114SMAP; 0114 TP-G: 01147s!r; 0114QGRD; 0114butl; 0114bgrd; 0114SGR0-TXT: Hordline Deleniotion (2000)
•
..