HomeMy WebLinkAboutDWG 413-2A; CT 02-14; BRESSI RANCH PLANNING AREA 12 UNIT 6; 01-07R/W 60' R/W
JO' JO'
13' 17' 17' 1J'
5.5' 7.5' 7' 7' 7.5' 5.5·
STREET IJGHT
6' ACCfSS STRIP
f' P. C. C. SIDEWALJ<
NONCONTIGUOUS
11.
6' TYPE
'G' CURB
,t GUTTE:R
i I
STORM SEflfR
DRAIN
7'
IN
STRUC Al
PER Cl
STANDA D
WAT[R
CT/0
SB 0
CA ONS
PUBLIC PROPOSED LOCAL smEET
,o;r LOT WIDTH
(5' MIN.)
TYPICAL SECnON
NO SCALE
5' MIN.
I ,_______, Ii ,. /
"' "< \..__L _____ J .._ :"I ... _
REARYARD
SE7BACK
205' LOT
WIDIH
105' LOT WIDIH
(5' MIN.)
T SIOEWALJ< 5' MIN. -~=~~--+--t---~
PORCH SE7BACK CURB <i GUTTER ,.__ R=5' (TYP.)
STR£ET SJ.OPE
PLANNING AREA 12
TYPICAL LOT ORA/NAG!
SOURCE OF TOPOGRAPHY
TOPOGRN'HY SHOW/'/ ON IHESE PLANS WAS GENERA TEO BY: PHOTOGRAMMETRY
MEn-lOOS FROM INFORMA T/ON GA THEREO ON, MAY ,r 1998
SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS PER DWG. NO. 400-BA
TOPOGRN'HY SHOW/'/ HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
.
IMPORTANT NOTICE
SECTION 4216/4217 OF /HE GOVERNMENT CODE REQUIRES A DIG ALERT
!DENT/FICA T/ON NUMBER B! ISSUED BEFORE A 'PERMIT TO EXCAVATE" WILL BE
VALJD. FOR YOUR DIG ALERT /.0. NUMBER, CALL UNDERGROUND SERVICF: ALERT:
TOLL FREE 1-800-422-4-IJJ; Tl!O WORKING DAYS BEFORE YOU DIG.
EARTHWORK
FILL: 2 5, 000 C. Y.
CUT: 25,000 C. Y.
REMEDIAL: 0 C. Y. ----
IMPORT /EXPORT: 0 C. Y.
BENCHMARK
DESCRIP170N: BRASS DIS!( IN CONCRETE IN A STANOARO SUR\£Y 1',£1,L ON
ON CfN TERI.IN£ OF El CAMINO REAL
LOCA T/ON: COUNTY OF SAN DIEGO 8ENCHMARK DESIGNATION NO. R1800 288+139EC
UEVA TION: Jll.407 M.S.L. DATUM: N.G. V.D. 29 -~~~~---~
T: \Eoqr\2407\PA12\9rd\24C7.12~rdC1 c!w,1 :;2/11/2004 04: 15: '.JI PM PST
GRADING AND EROSION CONTROL PLANS:
BRESSI RANCH PLANNING
UNIT NO. 6
/---
/ ' ·1,-~
4-Jl 4J6 ~-----.7-l/: -c-,, L~!r_I";; ir --~J,._:; '/:<--·-~.--· rz=-m .
~~~---. _,,•:;~~-----
'ii(~},
LA COSTA •·••
GREENS
cr,99,03
REFERENCE ORA WINGS:
El FUERTE STREET
POINSEmA LANE
INDUSTRIAL BACKBONE IMPROVEMENTS
RESIDENTIAL BACKBONE IMPROVEMENTS
RESIDENTIAL BACKBONE STORM DRAIN IMPROVEMENTS
MASS GRADING
DWG. NO. 400-BE AND 400-8F
Dl1'(;. NO. J97-2J &: J97-2K
DWG. NO. 400-88
DWG. NO. 400-8
DIIG. NO. 400-BC
D WG. NO. 400-BA
SCA!.£: 1"=200'
'DECLARA 110N OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE'
EXERCISED RESPONSIBLE. CHARGE OYER THE DE.SIGN OF TH£ PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINE.SS AND PROFESSIONS CODE, AND THAT THE DE.SIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£
CITY OF CARLSBAD DO£S NOT RU/£\IE' ME, AS ENGINE.ER OF WORK, OF MY R£SPONSIBILITIES
FOR PROJ£CT DESIGN.
FIRM: PROJECT DESIGN CONSUL TAN TS -----------------ADDRESS: _~7~0~1 ~8:c...:::S~TR~E~£~T,c...=.:S U~l ~T£=-=-B O~Oc..,_ ____ _
CITY, STA Tf: SAN DIE.GO, CALIFORNIA
T£LEPHON£: (519) 235-6471
BY: .Mid J?,, Q J...
GREGORY M. SHIUDS
INDEX MAP LEGEND
----0----
RIGHT OF WAY
SEM:R LINE
SEM:R MANHOLE
WATER MAIN
STORM DRAIN
):( STREET LIGHT
:0: STREET UGHT PER 011,G NO. 400-/l
►•◄ FIRE HYDRANT
0
FIRE HYDRANT PER OWG NO. 400-8
SHEET LIMITS
SHEET NUMBER
AREA 12
~
VICINITY MAP
NOT TO SCALE
PROJECT
SITE
SO/LB ENGINEER'S CER11FICA TE:
R.C.E. NO.: ~4=52=8J~---r--------
DATE: ___ z_-_l~_-_o_,I _______ _
LICfNSE EXP/RAT/ON DA TE: --=09=/.=JO,i/i~06~---
LEGAL DESCRIP110N
LOTS 12 AND 16 OF CARLSBAD TRACT CT 00-06 IN /HE CITY OF
CARLSBAD, COUNTY OF SANDIE.GO, STA TE OF CAIJFORNIA, ACCORDING TO
MAP IHE.REOF NO. 14600, ON FILE IN /HE OFF/Cf OF /HE COUNTY
RECORDER OF SAN DIEGO COUNTY ON MAY 29, Z00J OF OFRCIAL RECORDS.
PROJECT LOCATION
/HIS PROJECT IS LOCATED f'tl/HIN ASSESSORS PARCa NUMBER
213-120-0J ,t 213-122-04
n-1£ CAUFORNIA COORDINATE INDEX OF m,s PROJECT IS:
1990-6252 (LAMBERT COORDINATES 346-1696)
OWNER/DEVELOPER
BRESSI GARDENLANE, LLG, A DELAWARE LIMITED IJABIIJTY COMPANY, AS OWNER
BY: LENNAR/1.NR CAMINO PALOMAR, LLC, A DELA WARE LIMITED LIABIIJTY COMPANY
ITS ADMINISTRATIVE MEMBER
BY: LENNAR HOMES OF CALIFORNIA. INC., A CALIFORNIA CORPORATION,
ITS MANAGER
~4CM!.#1oo ·
1rs: v, ''-fu,:d qr
OWNERS CER11FICA TE
I (M:) HERE8Y CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 8EEN OR WILL BE
RETAINED TO SUPERVISE OVER-All GRADING ACTIVITY AND ADVISE ON /HE COMPACTION ANO ~tury>F /HIS SITE.
~~ ~ 1,\ U. b.x i,:J.Dtt -6~µ~ bl l &.: ~ 1
NAME: Tl/LE: DA TE: "
WORK TO BE DONE:
/HE IMPROVEMENT WORK SHALL CONSIST OF /HE CONSTRUCTION OF ALL CUTS AND FILLS.
REM£0/AL GRADING, DRAINAGE FACIIJTIES, EROSION CONT/la.. FACIUTIES,
AND PREPARA170N OF AS-BUILT PU.NS. AS-BUILT GEOLOGIC MAPS AND REPORIS,
ALL AS SHOm-1 OR REQUIRED ON m,s SET OF PLANS AND mE CITY STANDARDS.
SPECIF/CA T/ONS, REQUIREMENIS, RESOLUTIONS AND ORDINANCES CITE.D ON THESE PLANS.
n-lE IMPROVEMENT IIORK SHALL BE PERFORMED IN ACCOROANCF: f'tl 7H /HE FOi.LO WING
DOCUMENIS, CURRENT AT n-lE TIME OF CONS1RUCTION, AS DIRECTE.D BY /HE CITY
E.1/GINE.ER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. /HIS SET OF PU.NS
4. RESOLUTIONS NO. 5201, 5202, 520J, 5204, 5205, 5206, 5207, 5208 &: 5209
DATED MAY 31, 2002. RESOLUTION NO. 5461 (CT 02-14) AND 5464 (PUD 02-06)
5. n-lE STANDARD SPECIF/CATIONS FOR PUBIJC WORKS CONSTRUC170N (GREEN BOOK)
6. n-lE SOILS REPORT Tl/LED 'SUPPI..EME.1/TAL GEOTECHNICAL IN\£STIGA TION FOR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PRE.PARED BY LEIGHTON AND ASSOCIATES
DA TED MARCH 14, 2001 AND /HE "UPDATE GEOTE.CHN/CAL LETTER, PROPOSED RESID£N17AL
DEVELOPMENTS. P!ANNING AREAS 10 AND 12• BY LEIGHTON AND ASSOCIA'fES DATED
JULY 16, 2003.
7. n-lE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY /HE
CITY OF CARLSBAD STANDARDS. DOCUMENT NO. 769332.
B. ENVIRONMENTAL APPROVAL DOCUMENTS DA TE.D 12/15/98.
LEGEND=
ITEM SYMBOL
LOT NUMBER ---------------------------------------CJ)
PAD El.EVA TION -------------------------------------[ JS6.0)
PROJECT BOUNDARY ---------------------------------- - - -
PLANNING AREA BOUNDARY ------------------------------- • • -
EXISTING CONTOUR -----------------------------------. · ··· ; , .•
FINISHED CONTOUR -----------------------------------
FINISHED SPOT El.EV. -----------------------------------
-230-
259.0
DA)t!GHTUNE-----------------------------------------/ -
DA )t!GHT TO NATURAL-----------------------------------I~ f---
JJ5 l.F. CONC. BROW DITCH---------------0-75, TYPE 8---------~~~
12,100 S.F. RETAINING WALL---------------BY SEPARATE PERMIT--------
EXISTTNG ......... 1
TE.MP. OESILTATION BASIN·-------------DS-J• ------------·-····-L.· ! ....... :··.-;.., . . ... '~; ,. :1
t ... !: .. ~ ~-~,~.;:: ... :::·~--j
BLADED SWALE. ---------------------------------------··········i--·····~
CONC. BROW DITCH---------------D-75, TYPE B---------
RIP RAP -----------------------SDRSO D-40------------
EXIST. OA)t!GHT TO NATURAL-------------------------------1 l-----j /-
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
UNLESS 0/HERWISE: IND/CA TED.
LEGEND CONT'D
6ZLF tJ'PVCCCl45,t50J------------------· ----
t. €A 511?4/GIITl!EAPWALJ.------- -d-32-----------~
f,!85C'f RIP RAP-------- ----d.·40---------~
SHEET INDEX .
SHEET 1 ............................... Tl/LE SHEEr, KEY MAP AND NO'fES
SHEET 2 ................................ NOTE.S &: DETAILS
SHEETS J-4 ......................... GRAOING PLANS
SHEETS 5 .............................. EROSION CONTROL DETAILS
SHEETS 6-7. ........................ EROSION CONTROL PLANS
LEGEND fOR SDG&E TRANSF. RET. WALLS:
MAXIMUM RETAINING WALL /1£1GHT
(TOP Of FOOT//JG TO TOP CF WALL)
MAXIMU/11 RETAINING WALL HJ:IGHT EXPOSED
(FINISH GRDVND TO TOP OF WALL)
. . . . . . . . . ' . . .
. . . . . . . . . . .
'
H=: 4 5'
Hexp.=3.9'
TW331. 70
R,TAJNiNG .liALL w1rn LABE.LS GH EACH COR.~l.q • lf?,54.20
FOR 1W AND TF ( 70/> or WALL, roP OF FOOTING' . r•,/J3S 20
T,V33~.IO
TFJ34 tO
nvJ3J70
T/'334 20 'I. ~ • ~ • • • • T J.3 .2
. ,,.--·.
{' • ♦'
d ' .,
PLANNING DEPARTMENT APPROVAL '
~e,~,.4tt,z..., DATE: -1 /z.~/&4-' ..
(SIG D) ': •
MICHAEL J. HOLZMILLER, PLANNING DIRECTOR ;; 8
a • •.• t-li~~}d-uru_ DATE: <J'.t ,E}1 fe;q , .
(SIGNED) REcoMMEN □Eo sv: CV)®Y \i.o
(PRINT AME)
R.C.E. N0. ____ --'-42~9:..:5.c.1 ________ _
R£GISTRA TION £XPIRA TION DA TE: _ __:0..:.3/.'-J;;_l.,_/i..:.0_4 __ _ DA Tf: Z. -I 'Z.• o'f
l--l--l-------------l---+---+--+--IISHE1ETl~_c_1TY __ o_F_c_A_R_Ls_B_A_D __ 1sHE7ETSI . ENGINEERING DEPARTMENT
PR.omcrDF.SIGN CoNSULTANTS
l'L\NNINO • llNVna:NIBNrM. • ilNlllNBBRINO • SllllVl!r /OPS
701 B Stn:cl, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. sHIEUJ DATE REGIStRATiat DESIGNED PY
EXPIRES OJ-Jt-04 B~ RrnEW:
z..1t,.o "i
SURVEY
REVIEW!
ESS
~ M. 'w1 ~ ~'.! z. No. 42951 ri
Exp. 03-31-04 !;J RCE 1Z'Fil
IV\ I.
"AS BUILT"
EXP. 03-'1·0~
11/lll0-I PDL
DA TE INITIAL
GINEER Of WORK
AS-J?UII T
ADDtD RET. Wl.\lS FDR 5D6 l -?J!>l .s11.us 3 4-
DATE INITIAL
REVISION DESCRIPTION 0lliER APPROVAL CITY APPROVAL
GRADING AND EROSION CONlROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 12
PROJECT NO. DRA'MNG NO.
CT 02-14 413-2A
J.N. 2401.121' }
i
C :E
.... G)
9.~
--.J ......
(,.)
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)>
GRADING NOTES:
(IN AOOITTON TO TT-IE REQUIREMENTS OF CHAPTER //j, r, OF TT-IE
CARLSBAD MUNICIPAL CODE.)
,. 1HIS Pl.AN SUPE:RSEDES ALL 01HER Pl.ANS PR£\IIOUSI. Y APPRO'vfD er 11-1£ CITY OF
CARLs&AD REGARDING GRADING SHOWN ON THIS SET W PLANS.
2. APPROVAL W THIS Pl.AN DO£S NOT LESSEN OR WA/',£ ANY PORnON OF THE CARLs&AD
MUNICIPAL CODE, R£SOLUnON OF CONDmONAL APPROVAL. CITY STANDARDS OR OTHER
ADDlnONAL DOCUMENTS USTE:D HEREON AS 1H£Y MAY PERTAIN ro THIS PRMCT. 11-1£
ENGINEER IN R£SPONSleL£ CHARGE SHALL R£\IIS! 1H£SE PLANS 'MiEN NON-CONFORMANCE:
IS DISCO'v£R£D.
J. CITY APPROVAL OF PLANS DO£S NOT Ra1£'v£ !Hf DE:filOPER OR £NGIN££R-OF-WORK
FROM R£SPONSIBILJ TY FOR !Hf CORR[C nON OF ERRORS AND OMISSIONS DISCO'vfR£D DURING
CONSTRUCnON. ALL Pl.AN R[VISIONS SHALL BE: PROMPII. Y SUBMITTE:D 10 !Hf CITY £NG/NEER
FOR APPROVAi..
4. A RIGHT-OF-WAY PERMIT FROM THE: CITY £NG/NEER WILL BE: REQUIRED FOR ANY WORK IN
THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A CERnFICA TE: Of INSURANCE:
MUST Bf nLED NAMING THE CITY OF CARLs&AD AS AN ADDlnONAL INSURE[) ON THE
PERMITTIT'S POLICY IN 1H£ MINIMUM AMOUNT OF $1,000,000.00 FOR E.ACH OCCURR£NC£ OF
UABIUTY. 1HE: INSURANCE: COMPANY WRmNG THE POLICY MUST HA'v£ A RAnNG OF "A" AND
A Sil£ CA TE:GORY OF Cl.ASS V AS ESTABUSHfD BY "BESTS" KE.Y RA nNG GUIDE
,. UNLESS EXEMPTE:[) BY SECnON 301.(b), OF 7Hf UNIFORM BUILDING COOE, RE.TAINING WALLS
OUTSIDE: OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING
DEPARTME.NT.
8. NO WORK SHALL COMMENCE UNnL ALL PE.RM/TS HA VE: BEE.N OBTAINED FROM !Hf CITY ANO
01HER APPROPRIATE: AGENCIES.
7. APPROVAL Of 1H[S! Pl.ANS BY 1HE CITY ENGINEER [)0£5 NOT AU1HORIZE: ANY WORK OR
GRADING TO Bf PE.RFORMED UNnL THE PROPERTY O'lrNER'S P£RMISSION HAS BEE.N OBTAINED
AND A VAUO GRADING PERMIT HAS BEEN ISSUED.
8. NO RE.\IISIONS MLL Bf MADE TO THE.SE Pl.ANS '1,111-IOUT THE 'M?ITTE.N APPROVAL OF !Hf
CITY ENG/NffR, NOTED MlH/N THE RE\IISION BLOCK, ON 1HE: APPROPRIATE: SHEE.T OF THE
Pl.ANS ANO 7Hf nll.E SHEET.
9. ORIGINAL DRAWINGS SHALL B[COME 1H£ PROPERTY OF 1H[ CITY UPON BEING SIGNED er 1H[
CITY E:NGINU:R.
10. 1Hf ORIGINAL DRA'WING SHALL BE: RE.\IISED ro RUlECT AS-BUILT CONOITIONS BY 1HE:
£NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE: Of !Hf WORK BY THE: CITY.
11. ACCfSS FOR nRE AND 01HER £MERGENCY VE:HIC/.£S SHALL BE MAINTAINED TO THE: PROJfCT
SIT£ AT ALL nM[S DURING CONSTRUCnON.
12. WHERE TRENCHES ARE Wl1H/N CITY EASEMENTS, A SOILS REPORT COMPRISED Of: (A)
SUMMARY SHEET, (8) 1.ABORA TORY WORK SHffTS ANO (C) COMPACnON CURVES, SHALL BE
SUBMITTE:D BY A PROffSSIONAL [NG/NEER OF 1HE STA TE: Of CAUFORNIA, PR/NC/PALLY DOING
BUSINESS IN 1HE: FlaD Of APPUEO SOILS MECHANICS. 1H£ SOILS REPORT WILL BE:
SUBMITTE:D TO 1HE CITY ENGINEERING INSPE.CTOR '1,11H/N TWO (2) WORKING DAYS OF !HF:
COMPLF:TTON OF FIELO TESTS.
1J. A SOILS COMPACnON REPORT ANO COMPUANCE VE:RIFICA noN RE.GARDING ADHERENCE: TO
RECOMMENDA noNS OUll.lNED IN !Hf SOILS REPORT IS REQUIR[() PRIOR ro TH£ ISSUANCE:
OF A BUILDING P£RMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECnON
OF A PROF£SS/ONAL [NG/NE£R OF THE: STATE: OF CAUFORNIA PRINCIPALLY DOING BUSINESS
IN TH[ Fla[) OF APPUED SOILS ME.CHAN/CS. ALL FILL OR FUIURE nLL AREAS SHALL 8£
CONSTRUCTED IN ACCORDANCE: '1,11H )}If CITY OF CARLSBAD STANDARD SPEClnCA noNS AND
1H£ "£AR1HWORK SPE.ClnCA nONs" A ITACHED TO THE PR£UMINARY SOILS IN'v£SnGA noN.
DAILY FlaD COMPACnON REPORTS WILL BE SUBM/TTE[) TO mE PROJfCT INSPECTOR.
14. A PR£CONSTRUCnON MffnNG SHALL Bf HELD AT 1HE SITE: PRIOR TO 1H£ BEGINNING Of
l\l2RK AND SHALL 8£ AT/ENDED BY ALL R£PRES£NTAVVE$ RESPONS/81£ FOR CONSTRucnoN,
/NSP£CnON, SUPERVISION, TESnNG AND ALL 01HER ASPEC1S OF 1H[ WORK. 1H[
CONTRACTOR SHALL SCH£DULE n-lE MffnNG n-lROUGH THE: P£RMIT ctERK (760-602-2780
EXT. 7302) AT LEAST n'vf (5) WORKING DAYS PRIOR TO STARnNG CONSTRUCnON.
APPROVED DRAMNGS MUST BE: AVAIi.ABLE: PRIOR TO SCH£0UUNG. 1HE GRADING PERMIT Vt7Ll
Bf PRO\IIDED BY 1HE PROJECT INSPECTOR AT 1HE: MEE:nNG.
"· ALL INSP[CnON R[QU[STS On-l[R 1HAN FOR PRECONSTRUCnON MEETING MLL Bf MADE: er
CAIi /NG THC £NGINFfR/NG 24 @18 INSPECWN 8FC/V£ST I IN£ AT (760) 4.JB-3891,
INSPfCDQN REQUESTS MUST Bf 8[C[l't(Q PRIOR TQ 2:00 e1.1. ON 1Hf DAY 8EFORE 1Hf
INSP[CnON IS NEEDED. INSPECnONS WILL BE MADE THE N[XT WORK DA y UNLESS YOU
REQUEST 01HERWISE. REQUESTS MAD£ AFTE:R 2: 00 P.M. WILL BE: SCH£DULED FOR TWO (2)
FULL fl(}RK DAYS I.ATER.
18. THE OWNER AND/OR APPLICANT 1HROUGH 1HE DEVELOPER AND/OR CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFE.TY DEVICES. /NctUDING SHORING, ANO SHALL
Bf sot.a y RE.SPONSIBLE FOR CONFORMING ro ALL LOCAL. STA TE ANO Ff:OERAL SAFETY AND
HEAL 1H STANDARDS. I.A WS AND REGULA nONS.
17. THE CONTRACTOR SHALL CONFORM ro LABOR COO[ S£CnON 610, BY SUBMlmNG A DETAIL
Pl.AN TO Tl-If CITY £NG/NE£R AND/OR CONCERNED AGENCY SHO'WING 1HE D£SIGN OF
SHORING, BRACING SI.OPING OR 01HER PROVISIONS TO 8£ MADE: OF WORKER PROTECOON
FROM 1HE HAZARD OF CA \JING GROUND DURING )}If £XCA VA noN OF SUCH TRE.NCH OR
TRENCHES OR DURING 1HE PIPE INSTALLA nON THE.REIN. 1HIS Pl.AN MUST BE PREPARED FOR
ALL TRENCHES nVE: ITTT (5') OR MORE IN [)[P1H AND APPROVE:D BY 1HE CITY £NG/NEER
AND/OR CONCERN[[) AGENCY PRIOR TO £XCAVA noN. IF 1H[ Pl.AN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABUSHED BY 1HE: CONSTRUCnON SAFE.TY ORDERS. T/11.f 8
CAIIFORNIA AQMINISTRADYE CQDf. 17-IE Pl.AN SHALL Bf PRfPARfQ BY A R£GIS[[R[D
ENGINEER AT 1HE: CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVAnON PERMIT MUST
BE SUBMITTED TO 1HE INSPECTOR PRIOR TO EXCAVAnON.
18. NO 81.ASnNG SHALL BE PERFORMED UNnL A VALi[) 81.ASnNG PERMIT HAS BEEN OBTAINED
FROM 1HE CITY Of CARLSBAD. SUBMIT APPUCA noN FOR BLASnNG PERMIT 11£1.L IN ADVANCE
Of 1HE SCHEWUNG OF BtASnNG OPERA noNS.
19. IF ANY ARCHAEOLOGICAL R£SOURCE:S ARE DISCOVER£[) '1,11HIN ANY WORK AREA DURING
CONSTRUCTION, OPERA noNS MLL CE:ASE IMMEDIA m Y, AND TH[ PERM/TT£[ WILL NOnFY 1HE
CITY £NGIN££R. OPERA noNS WILL NOT RESTART UNnL 1HE PERM/TTE:[ HAS RECEIVED
WR/mN AU1HORITY FROM THE: CITY ENGINEER TO DO SO.
20. ALL OPERA TTONS CONDUCTED ON 1HE SITE: OR AOJACENT THERETO, INC/.UD/NG WARMING UP,
REPAIR, ARRIVAL. DEPAR7URE: OR OPERATION OF TRUCKS. EAR1HMOVING £QU/PME:NT,
CONSTRUCnON EQUIPMENT AND ANY 01HER ASSOC/A TED GRADING EQUIPMENT SHALL BE
UM/TED TO 1HE PERIOD BE.TYffN 7: 00 A.M. ANO SUNSET EACH OA Y, MONDAY 1HRU FRIDAY
AND NO EAR1HMOVING OR GRADING OPERA noNS SHALL BE CONDUCT£[) ON ltf:EKE.NDS OR
HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAIi.ABLE AT 7Hf £NG/NEERING DEPARTMENT
COUNTER.)
BENCIIMARK
OeSCRIPT!ON: BRASS {)/'.ii{ IN CONCRETG IN A 5TANOAH/J SURVEY WELL ON
C0/T/;Rl1Nfi OF !L CAMINO REAL
(.OCATI0N: COlJNT'I OF SAN 0/EGO BENCYMARK DESIGNATION NO. R1800 28818'1 EC
EiEVAi!ON: 3ft4(17 H.SL f)A7/JM:_--'N."'.~G,_V.""a..,,z'-'-q ___ _
T:\[ngr\2407\PA12\grd\2407 12yrJG2dwg ~2/'1/2004 :128:17 AM PST
GRADING NOTES (cont.)
21. ALL OFF-SITE: HAUL ROUTES SHALL BE SUBMITTE:O BY 1HE CONTRACTOR TO THE CITY ENG/NffR FOR APPROVAL TWO (2) FULL WORKING DAYS PRIOR
TO BEGINNING OF WORK. .
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE: DEPOSITED AT, A SITE APPROVE:D BY TH£ CITY ENGINEER. THE
CONTRACTOR SHALL BE: RE:SPONSIB'-E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1Hf HAUL ROUTES OR ADJACENT STREE1S AS A RESULT OF
1H[ GRADING OP£RA noN.
2J. BRUSH SHALL BE REMOVED OM. Y WITHIN THE AREA TO BE GRADED. NO TRffS ARE 10 8£ R£MOVE:[) UNL[SS SPEC!nCALL Y NOTED ON TH[ PLAN.
24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING R[SUL nNG IN mr PONDING OF WATER IS NOT P[RMITTED. ALL [ARn-lEN SWALES ANO DITCH[S
SHALL HA VE: A MINIMUM ONE PERCENT SI.Of'[.
25. 1H£SE Pt.ANS AR£ SUBJfCT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. [ROS/ON CONTROL SHALL BE AS SHO'M'I ANO AS
APPROVE[) BY 1HE CITY £NG/NEER OR AS DIRECTED er 1H[ PROJfCT INSPECTOR.
26. ALL $1.0P[S SHALL BE: TRIMMED ro A nNISH GRADE TO PRODUCE: A UNIFORM SURFACE ANO CROSS SECnON. THE SITE SHALL BE lEFT IN A N£AT
AN[) ORDERLY CONDmON. ALL STONES. ROOTS OR 01HER DEBRIS SHALL iJ[ R[MOVED AND DISPOSED OF AT A SITE: APPROVED OF BY mE CITY
ENG/NffR.
27. ALL SI.OPES SHALL BE /RR/GA TED, STABIUZEO, Pl.ANTE:[) AND/OR HYDROSEEDED Vt1n-l/N TfN (,o) DAYS OF n-1[ TIM£ 'MiEN EACH SLOP£ IS BROUGHT
ro GRADE AS SHOWN ON THE APPRO'vfD GRADING PLANS.
2/J. LANDSCAPING SHALL BE ACCOMPUSHED oN ALL SLOPES ANO PADS AS REQUIRED iJY THE CITY OF CARLSBAD LANDSCAPE: MANUAi.. THE
LANDSCAPING PLANS FOR 7HIS PROJfCT, DRAWING NO. 400-8N, AND/OR AS DIRECTED BY 1H[ CITY £NG/NE£R OR Pt.ANNING DIRECTOR.
2!1. 1HE: OWNER/APPUCANT SHALL INSURE: 1HAT ALL CONTRACTORS SHALL COORDINATE THE WORK Of 1HESE GRADING PLANS 1rl1H 1HAT SHOWN ON
BOTH TH[ LANDSCAPE AND /RR/GA nON Pl.ANS ANO 11-1£ IMPROVE:M£NT Pl.ANS AS REQUIRED FOR THIS WORK IN ACCORDANCE: v.711-1 n-lE LANDSCAPE
MANUAL nME REQUIR£MENTS.
3ll STORM DRAIN PIPE SHALL Bf R£/NFORCED CONCRE.TE: PIPE '1,11H A MINIMUM D-LOAO Of 1,350 OR ASBE:STOS CEMENT PIPE MIH A MINIMUM D-LOAO
Of 2,000. FOR PR/VA 1l STORM ORA/NS, P/P£S UP TO 15" PVC MAY Bl U111.JZE/J PRO\IIDEO DEPTH IS LESS THAN 1' FEET AND BACKFILLED '1,17}1
J/4" ROCK PER SORS[) S-4 TYPC "C-AN/) PIP( ME[T$ AS1M STANDARD JOJ4 FOR SOR J, SOLID WALL PIPE.
31. WHERE AN EXISnNG PIPE UN[ IS TO 8£ ABANDONED AS II RESULT Of 1HE GRADING OP£RA nON, IT SHALL BE R£M0',,[0 Wl1HIN TMNTY ITTT OF
BUILDING OR STREET AREAS AND REPI.AC[/) '1111H PROPERLY COMPACTED SOILS. IN OTHER AR[AS, THE PIPE MLL 8£ PLUGGED Wl1H CONCRE.T£ OR
REMOVED AS APPROVE[) BY THE CITY ENGINEER.
32. 1H[ CONTRACTOR SHALL V£R/FY THE LOCAnON OF ALL [XISnNG FACILinES (ABO'v£ GROUND AND UNDER GROUND) v.711-1/N 1HE PROJECT SIT£
SUFFICl[Nll. y AHEAD OF GRADING TO PERMIT 11-1£ RE\IISION OF THE GRADING Pt.ANS IF IT IS FOUND THAT 1HE ACTUAL LOCA noNS ARE IN GONnJCT
v.711-1 n-lf PROPOSED WORK.
JJ. 7H[ CONTRACTOR SHALL NOnFY AFFECTE:D unuTY COMPANIES (SEE BaoW) AT LE.AST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRAOING
NE.AR THEIR FAC/Un[S AND SHALL COORDINATE 1H[ WORK Wl1H A COMPANY REPRESENTAnVE.
UNDERGROUND SERV/Cf ALERT (BOO) 422-4133
SDG&£ (800) 660-7343
SBC (800) 892-012J
ADEi.PH/A CABLEVISION (760) 438-7741
COX COMMUN/CA nONs (760) 8015-9809
CITY OF CARLSBAD (STREETS ANO STORM DRAIN) (760) 434-2980
• CITY Of CARLSBAD (SE11£R, WA /ER & RECLAIMED WATER) (760) 438-2722
• SAN D/£GU/TO WATER DISTRICT (760) 633-2650
• LEUCADIA WAS/EWA TER DISTRICT (760) 753-0155
• VALLECITOS WATER DISTRICT (760) 744-0460
• OUVE:NHAIN WATE:R DISTRICT (760) 75J-li466
• BUENA SAN/TAnON DISTRICT (760) 726-1340
• AS APPROPRIA T£
34. PERMIT COMPUANCE: REQU/REMEN TS:
A. FOR CONTROLLEO GRADING-THE APPUCANT HIR£S A C/\IIL ENG/N£ER, SOILS £NG/NffR, AND/OR GfOI.OG/ST 10 Gl'v£
TECHNICAL ADVICE:, OBSERVE AND CONTROL 1HE WORK IN PROGRESS {15.16.120A.8./ CARLSBAO MUNICIPAL COO[.
8. PRIOR TO F1NAL APPROVAL OF A GffADING PERMIT-THE FOLLOWING REPOR1S MUST BE: SUBMITTED TO n-lE CITY ENG/NE£R
\IIA n-lE PROJfCT INSPECTOR {15.115.120A.IOJ CARLSBAD MUNICIPAL COD[:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA nNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP[
PLANnNG AND /RR/GA noN AR£ INSTALL[[) IN CONFORMANCE W/1H CITY CODE AND n-1[ APPROVE:[) PLANS (OBTAIN
SAMPLE: OF COMPLIANCE: LETTER FROM CITY £NG/NEER DEPARThlEN1).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM 1HE SOILS ENGINEER, WHICH INctUD[S RECOMMENDED SOIL BEARING CAPAClnES, A STATEMENT AS TO
mE EXPANSIVE: QUAUTY OF 1HE: SOIi.. ANO SUMMARIES OF nao AND LABORATORY TESTS. )}If REPORT SHALL ALSO
/NCI.UDE: A STA T£M£NT BY 1HE SOILS ENGINEER 1HAT THE GRADING WAS OON£ IN ACCORDANCE Vt11H THE:
REQUIREMENTS AND RECOMMENDA noNS OUll.lN[O IN TH[ PREUMINARY SOILS REPORT AND ANY SUPPLEM£N1S n-lER[TO.
(4) REPORT M1H AS-BUILT GfOLDGIC Pl.AN, IF REOUIR[[) BY TH£ CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED Wl1HIN ONE (1) 'r'£AR N'TER 11-1£ CITY £NG/NEER"S APPROVAL. THESE PLANS MAY iJE
RE.QUIRED TO BE R£SUBMITTE:D FOR PI.ANCHfCK. PI.ANCHfCK FE£S MLL BE REQUIRED FOR ANY SUCH RECHECK.
315. THE: SOILS R£PORT nil.ED 'SUPPLEMENTAi GfOTECHN/CAL INVESnGAnON FOR MASS GRADING, BRESSI RANCH, CARLs&AD, CA' PREPARED BY:
LEIGHTON & ASSOC/A TES. INC. DA TED: MARCH 14, 2001 SHALL BE CONSIDER£[) AS A PART OF 1HIS GRADING PLAN. ALL GRADING SHALL BE DONE:
IN ACCORDANCE '11111-1 TH[ RECOMM£NDknONS AND SP[C/nCA nONS CONTAINED IN SAID SOIL REPORTS.
HYDROLOGY REPORT
HYDROLOGY/HYDRAULIC S7UDY FOR 7HIS PROJECT HAS BffN PREPARED BY PROJECT
DESIGN CONSULTANTS. THE REPORT IS n7l.ED 'DRAINAGE STUDY FOR BRESSI RANCH,
Pt.ANNING AREA 6-10 & 12. •
AIR OUALfTY NOTES
f. ALL GRADING SHALL BE DONE IN COMPLIANCE: M 1H SOAPCD AND CARB
STANDARDS AND REQU/R£M£NTS AND OUST CONTRQ STANDARDS IN nn.E:
24 OF 1HE CAIJFORNIA ADMINISTRA [ION CODE
R/W
I
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----
2:it ~ .. ,., ..
60' R/W
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--±1.5' ±1.5'
2. WA TE.RING Of 7Hf GRADING SITE: SHALL TAKE Pl.ACE: BEFORE AND DURING
GRADING OPERA noN ro MIN/Mil£ DUST GENERA OON. A WATER TRUCK SHALL
BE REQUIRED TO 8£ ON SITE: AT ALL nMfS TO !Hf SATISFACTION Of !Hf
CITY £NG/NEER.
'----PROPOSED S71?E£T SUBGRADE: UNDERCUT
PU8LJC PROPOSED LOCAL STREET
0 PROJECTDESIGNCONSULTANTS
trANNING • BNvnDIMBNTAL • .BNcllNBl!RINO • SVllVEr/Offl
101 B Street. Suite 800, San Uiego, CA 92101
619-23S-6471 FAX 619-234-0349
PLUMER/A DRIVE, PAlMfTTO DRl'vf, LIVE: OAKS DRIVE,
ARCHES WAY. ASCOT A VE:NU£
(NO SIDEWALK ON soum SIDE)
TYPICAL SECnON
NO SCALE
"AS BUILT"
RCE 4t 1f7/
f1•z.t,t11
DATE
SPECIAL NOTES
1HE FOLLOWING NOTES ARE: PROVIDED ro GIVE DIRECnONS TO 1H[ CONTRACTOR BY 1H[ ENGINEER OF fl(}RK. !Hf CITY £NGINffRS
SIGNA7URE ON 1H£SE Pl.ANS DOES NOT CONSnTUTE APPROVAL OF ANY OF 1H£SE NOTES AND THE CITY Vt1LL NOT Bf RESPONSIBLE:
FOR 1HEIR ENFORCEM£N T.
,. !Hf LOCAnON OF EXISTING unUTlfS AR£ BASED ON AVAILABLE RECORD INFORMAnON. CONTRACTOR SHALL VE:RIFY 1HE LOCAnON
AND ELEVA noN OF ALL E:X/STING FACIUnES (ABO'vfGROUNO AND UNDERGROUND) '1,11H/N THE PRMCT SITE. THIS WORK SHALL BE
P[RFORMED sumc/ENII. y AHE.AO OF CONSTRUCnON TO P£RMIT CITY APPROVAL R[VISIONS TO THE: CONSTRUCTTON Pl.ANS IF AC7UAL
LOCAnONs ARE FOUND TO BE IN CONnlCT Wl11-I n-1[ PROPOSED fl(}RK. CONTRACTOR SHALL NOnFY ENGINEER Of WORK Of ANY
CONnJCTS OR ANY On-lER ununES ENCOUNTERED PRIOR TO PROCEEDING W/1H CONSTRUCnON.
2. A mNnON IS CALLED TO 1HE POSSIBLE: E:XISTfNGE OF OTHER unuTY FACIUn£s OR STRUCTURES NOT SHOWN OR IN A LOCA nON
DIFFERENT FROM 1HAT SHOWN ON 1HE: PLANS. CONTRACTOR SHALL TAKE: PRECAUnONARY MEASURES TO PROTECT 1HE UTIIJTY
UNES SHO'M'I AND ANY 01HER UNES NOT OF RECORD OR NOT SHOWN ON 11-IE:SE PLANS. ANY PA VE:MENT OR OTHER £XISTTNG
SURFACE IMPROVE:ME.NTS DAMAGED BY CONTRACTOR SHALL Bf REPLACED AS REQUIRED BY THE: CITY OF CARLSBAD ENGINEERING
DEP ARThlENT.
3. SAFE.TY PRECAUnONS ANO AD[QUATE: BARRICADING TO BE: IN FORCE: BY 1HE CONTRACTOR AT ALL nMES. NE/1HER TH[ OWNER NOR
1HE £NG/NEER OF WORK WILL ENFORCE: SAFETY MEASURES OR REGULA noNS. )}If CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY 0£\IICE:S. INC/.UDING SHORING, AND SHALL BE: sot.a Y R£SPONS/8Lf FOR CONFORMING TO ALL LOCAL. STA TE
AND FEDERAL SAFETY AND HEAL 11-1 STANDARDS, LAWS AND REGULATIONS.
4. ALL LENG1HS AND DISTANCES FOR IMPROVE:MENTS SHOWN ON 1HE:SE: PLANS ARE MEASURED IN A HORIZONTAL PUWE:.
5. 7H£ DISPOSAL OF ANY ASBESTOS C£MENT PIPE SHALL BE IN COMPLIANCE: '1111H ALL GURRE.NT LOCAL. STA TE: AND FEDERAL
REGULA noNS.
6. )}If "WORK TO BE: DONE:" SECnON ON mis SHffT LISTS THE STANDARD SPEClnCAnONS AND DRAMNGS USED DURING 1HE
IMPRO'vfMENT PLAN/ GRADING Pl.AN DESIGN. 1HES£ PLANS HAVE BEEN PREPARED IN ACCOROANCE: M1H n-lE CURRENT EDlnONS
OF THE STANDARD SPEClnCAnONS AND DRAMNGS IN EFFECT ON 1HE DAT£ OF THE: S/GNAIUR[ BY )}If [NG/NffR Of WORK.
l. IF 1HE IMPROVE:MENTS SHOWN ON 1HIS PLAN HAVE: NOT 8£EN CONSTRUCTED AND ACCE.PTED BY THE CITY '11111-IIN TWO (2) l'EARS
OF n-lf DA TC OF PLAN APPROVAL BY 1Hl CITY ENG/NffR, 1H£SC Pt.ANS MLl 8£ SUBJfCT TO Rf\1/EW BY THE CITY'S ENGINEER/NG
DIVISION FOR CONFORMANCE '1,11H CURRENT CITY STANDARDS. POLICIES ANO/OR AODlnONAL R£QUIR£MENTS.
IJ. AN AS-BUILT DRAWING SHALL BE SUBMITTE:O FOR ALL PROJECT IMPROVE:MENTS PRIOR TO ACCEPTANCE: OF SAID IMPRO'vfMENTS.
9. THE: ENGINEER-OF-WORK SHALL BE: NonnED WHEN CONSTRUCnON COMMENCES.
10. )}If CONTRACTOR SHALL OBTAIN AN EXCAVAnON PERMIT FRO/./ !Hf D/\1/SION Of INDUSTRIAL SAFETY BEFORE: ANY £XCAVAnON ANO
PRO\IIDE PROOF OF OSHA NOnFICAnONS AND SHALL ADHERE TO ALL PRO\IISIONS OF 1H£ STATE OF CALIFORNIA CONSTRUCnON
SAFETY ORDERS.
"· IMPORTED nu MATERIAL SHALL BE OBTAINED FRO/./ A LEGAL SITE.
12. ALL CUT AND nLL SLOP£S SHALL B[ Pl.ANTED Vt71H A MIX7URE: OF TREES. SHRUBS, AND GROUND CO\.£R TO CONTROL £ROS/ON.
SLOPE LANDSCAPING SHALL Bf INSTALLED FOR PERPETUAL MAINTENANCE: OF THE: PLANT /JFE USED FOR SLOPE: STAB/LIZA TION.
13. DUST CONTROL MEASURES. SUCH AS !Hf PERIODIC f'lfmNG DOWN OF 1HE BARE AND [XPOSE.D AREAS. SHALL Bf unLIZED AT ALL
nMES DURING CONSTRUCnON TO 1HE SA nSFACnON OF THE: PUBLIC WORKS AND/OR BUILDING INSPECTORS.
14. ALL MAJORS SLOPES SHALL BE ROUNDED INTO EXISnNG SLOPES TO PRODUCE A CONTOURED TRANSITION FROM GUT OR nLL FACE:$
TO NA 7URAL GROUND AND ABUmNG CUT OR FILL SLOPES.
15. 1HE: CONTRACTOR AGR££S 1HAT Hf SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlnONS DURING 1HE
COURSE: OF CONSTRUCnON OF mis PROJECr. INC/.UD/NG mr SAFETY OF ALL PERSONS AND PROPERTY. 1HIS R£QU/R£MENT SHALL
APPLY CONTTNUALLY AND NOT BE UM/TED TO NORMAL fl(}RKING HOURS. 1HE CONTRACTOR SHALL DffFND, INDEMNITY AND HOLD
n-lE O'lrNER, 1H£ ENGINEER AND n-1[ CITY HARMLESS FROM ANY ANO ALL UABIUTY, RE.AL OR ALLEGE:D, IN CONNECnON Vt71H n-lE
PERFORMANCE OF WRK ON n-115 PROJECT EXCEPTING FOR UABILITY ARISING FROM 1HE SOLE: NEGLIGENCE: Of 1HE O'lrNER,
ENGINEER OR Cl TY.
16. ALL EXISTTNG FE:A 7UR[S AND STRUC7URES IN CONnlCT '1,111-I THESE PLANS SHALL Bf RELOCATED OR R£MOVED AT !Hf
CONTRACTOR'S EXPENSE:. MANHQ£S SHALL BE: ADJUST[[) TO FINISHED GRADE
17. MINIMUM 907' COMPACnON rs REQUIRED IN ALL ON-SIT£ FILL AREAS W/1H A MINIMUM OF 95:it COMPACnON SIX INCHES (6") BELOW
SUBGRADE.
18. ALL PROJfCT IMPROVE:MENTS SHOWN ON 1H£SE IMPROVEMENT Pl.ANS SHALL BE CONSTRUCTED TO THE SA nSFACnON OF THE
PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE
19. NO PRIVATE: IRRIGAnON MAINS OR CONTROL VALVES SHALL BE AUOf'lfD Vt71HIN 1HE PUBI.IC RIGHT-Of-WAY.
20. 1HE CONTRACTOR SHALL B[ RESPONSIBLE: FOR !Hf INSTALi.A noN, RaOCA noN OR REPI.ACE:M£NT Of All STRIPING, SIGNING OR
TRAFFIC DETECTOR LOOPS AS REQUIRED BY 1HE: PUBLIC WORKS DIRECTOR.
21. A TRAmc CONTROL Pl.AN, INC/.UD/NG TH[ I.A YOUT OF CONSTRUCnON WARNING AND DETOUR SIGNS. SHALL BE: SUBMITTE:D TO THE
PUBI.IC WORKS DEPARTMENT FOR APPROVAL A MINIMUM Of 72 HOURS PRIOR TO n-lE: COMMENCEMENT OF CONSTRUCnON.
22. FOR STREET TR£ES, IRR/GAnON AND LANDSCAPING IN PUBUC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE. SEE THE
APPROPRIA T£ LANDSCAPE AND /RR/GA noN PLANS D ll'G. NO. XXX-fK.
23. 1Hf EXCAVATOR SHALL CARETULL Y HANO DIG M1HIN 2-FEE:T OF n-lE NATURAL GAS TRANSMISSION UNE
24. NO PO'ttf:R OPERATED EQUIPMENT SHALL Bf ALLO'ttf:D MlHIN 2-FEE:T OF ANY PORTTON Of TH[ NA IURAL GAS TRANSMISSION UNE.
25. IF ANY CONTACT OF THE PIPE IS MADE, [VEEN IF !HER£ IS NO \IIS/BLf DAMAGE. !Hf CONTACT AREA MUST BE IMMWIATELY INSPECTED
BY AN SDG&:E 'MlDING INSPECTOR. 1HIS MAY SIGN/FICANII. Y DEi.A Y YOUR JOB IF SHORING OR 01HER SAFETY PRECAUnONS ARE NEED[[)
TO ALLOW THE INSPECnON.
26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800) 227-2600.
I SHZT I CITY OF CARLSBAD I SH7TS I
DATE INITIAL
.NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTI-IER APPROVAl
DATE INITIAL
CITY APPROVAL
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 12
~D: LLOYD B. HUBBSdY' .;6 EXPIR~:-31-05
,./7~.e.,~ -/'·· '7' , /
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY~ CT 02-14 413-2A RVWD BY: ·
JN. 2401.12
051004
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8ENCII MARK
0€5CRLPT/Of,/: B/!A'$f/ /)(51{ IN CONCRE'!li IN A 5TANOARO SIIRVf.Y WEIL ON
80 1 0 CfMTE!?l!IIE OF El CAMINO REAL
LOCATf(IN: COWJN OF' SAN OIE00 !3ENCIIMiRK DfflmlATION NQ, Rf80() 288+8'1 EC
HEVAT/01.J: aff.407 H.SL.
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PROJECTDESIGNCONSULTANTS
PlANNrNO • BNvnoiMBNTAL • l!NolN!!lli!INo • SUIM!Y/Cll'S
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY SHIElD5. .~r. 42951 D,'.1£ REGISlRAllON DESIGNED EXPIRES 03-31-0-4 B~
2.-,2-ov
SURVEY
RM\¥.
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GRADING PLANS FOR:
BRESSI RANCH
PLANNING AREA 12
PROJECT NO. DRAWING NO.
CT 02-14 413-2A
J.N. 24~1.12
. (. 05\COi
P.C.C. SPt..ASH WALL
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ELEVATION: 81/,40711.S.L.
PROJECTDPSIGN CoNSVLTAN18
l'ININNf • ~ • .BloNBmuNo • SllKIIBrl'ClPS
701 B Strect, Suite 800, San Diego, CA 92101
619-233-6471 FAX 619-2J4-0J49
DA lE RECISlRA 110N
EXPIRES OJ--Jl-04
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OF CAI.
8EE8HEET3
Fl 00 T 138.79 24 R<;i>
Fl WT 138.20 (10" PVC
MOO.. STRAIGHT HEADWALL
PER D-31 TOP 139.94
FL 138:/1 ·
VARIES
I MIN.
PAD E!EV
Ct.ASS 2 Pf:RMEA8LE FIL 7ER .
MATERIAL (SEE GRAVA llON) ;
4• PERFORA TEO PIPE ,
(SEE NOT£ NO. J) CONNECT !
NEAREST DRAIN ,
VARIES
I' MIN.
PAO El.EV
ALTER FABRIC
(SEE NOlf: 4)
1/4 TO 1/2 INCH SIZE GRA
WRAPPED IN FILTER FABRIC
• WA TERPFIOORNG OF THE WALLS IS NOT UNDER PURVIEW OF THE GEOTECHNICAl
ENG/NEEF/.
• ALL DRAINS SHOUt.O HA I£ A GRADIENT OF t PERCENT MINIMUM.
• OOnET PORllON OF THE SUBDFIAIN SHOOLO HA I£ ,I 4-INCH DIAMETER SOI.ID
PIPE DISCHARGED INTO A SUITABLE DISPOSAL AREA DES/NGEO BY THE PFl<M.CT
ENGINE[R. THE SUBDFIA/N PIPE SHOIJLD BE ACCESS/Bl£ FOR MAINTENANCE (RODDING)
• OTH[R SUBDFIAIN BACKRLl OPllONS ARE SUB£CT TO THE REVIEW BY THE
GEOTECHNICAL ENG/NEEF/ ANO MOD/RCA llON OF DESIGN PARAMETERS.
1----t--+--------------f--+--l---+-~ ~' S=HiEE=T ::.:I ==C=l=TY==O=F==C=A=R=L=S=B=A=D==:.'.'=SH=E7E=T~S:i ,--, ENGINEERING DEP ARTulEN T
GRADING PLANS FOR:
"AS BUILT"
R ~EWf.D BY: ~µ
!0-/0-06 fPC AS·Nlt-T
11 /18/o4 DC &-DDf:D RE1111N1'1r. "IALJ.S
DA TE INITIAL
GINEER Of \'/ORK RE'v1SION DESCRIPTION
BRESS/ RANCH
PLANNING AREA 12
:; L EXPIRES 12-31-05
_.-,1 '{"/~ 'I
DATE INITIAL g~0BJ~: 00)
OlHER APPROVA CITY APPROVAL RVWD BY, C-W
PROJECT NO.
CT 02-14
DRAWING NO.
413-2A
J.N. 2407./I t __ _
.,:::-,
-4
(..J
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EROSION CONTROL NOTES:
I. IN CASE" [ME.RGENCY WORK IS RE.OUIREO, CONTACT Jllrl UR81NA AT (760} 715-7712
(CfUut.AR) OR KRISTINE ZORTMAN OF l.£NNAR HOMES AT (760} 918-7765.
2. EQUIPMENT ANO 'wORKERS FOR EMERGENCY 'wORK SHALL Bl MAO£ A VAILABlI AT
ALL TIMES DURING 111£ RAINY SEASON. ALL NECESSARY MA TE.RIALS SHALL
Bl STOCKPH.£0 ON SITE AT CONVEN/£NT LOCAT/ONS TO FACIUrATE RAPID
CONSTRUCT/ON OF TEMPORARY 0£VICES 'MIEN RA/1'/ IS IMMINENr.
J. 0£VICES SHO'M'I ON Pl.ANS SHALL NOT BE MO'-fO OR MOD/RED Ill 1110U T THE
APPROVAL Of 111£ ENGINEERING /NSP[CTOR.
4-. 111£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROC 0£VICES TO WORKING
ORDER TO 11-1£ SA 1/SFACTlON OF Tl-IE CITY ENGINEER AFTER EACH RUN-OFF'
PRODUCING RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROi. MEASURES AS
MAY BE REOUIREO 8Y Tl-IE CITY ENG/NEE/I DUE TO UNCOMPILTEO GRADING
CY'ERA TIONS 011 UNFORE.SEEN CIRCUMSTANCES 'Ml/CH MAY ARISE.
5. THE CONTRACTOR SHALL 8£ RESPONSIBLE ANO SHALL TAKE NECESSARY
PRECAUT/ONS TO PREVENT PU8UC 7/?ESPASS ONTO AREAS 'MIERE IMPOUNDED
WA TE.RS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROi. MEASURES PROWOED PEil 11-1£ APPRO'-fD GRADING
Pl.AN SHALL BE /NCORPORA TEO HERE.ON.
11 GRADED AREAS AROUND Tl/£ PR0£CT PERIMETER MUST DRAIN AWAY FRO/I Tl/£
FACE OF SI.OPE AT Tl-IE CONCI.USION OF EACH WORKING DAY.
9. ALL REMOVABlI PROTECTIVE D£VICES SHO'Mt SHALL fl£ IN Pl.ACE AT THE ENO
Of EACH WORKING DAY MIVI 11-IE: RV£ (5) DAY RAIN PROBABRJTY FORE.CAST
EXCEED FORTY PERCENT (40:f}. SILT ANO OTI/Ell DEBRIS SHALL BE REMO'-fO
AFTER EACH RA/NF ALL
10. ALL GRA 1£1. BAGS SHALL BE BURLAP TYPE lt!Tli 3/4 INCH MIN/MUii AGGRE.GA T[.
1'. SHOULD GERM/NA 7/0N Of HYDROSEEDEO st.OPES FAIL TO PROWDE EHfCTI..C
COVfRAGE OF GRADED S/.CY'ES (90:C CO'-fRAGE) PRIOR TO NOVEMBER 1~ Tl-IE:
SI.OPES SHALL BE STABILIZED 8Y PUNCHUJ STRAW INSTALLED IN ACCORDANCE
l!ITI! SECTION 35.023 OF Tl/£ EROSION AND SEDIMENT CONTROi.. HANDBOOK OF
THE DEPARTMENT Of CONSERVATION, STA TE OF CAUFORNIA
TEMPORARY EROSION CONTROL
PLANT1NG AND /RR/GA T10N NOTES:
ALL PERMANENT ANO TEMPORARY EROSION CONTROi. Pl.ANTING ANO
/RR/CATION SHALL Bl INSTALLED ANO MAINTAINED AS REQUIRED IN
SECT/ON 212 OF Tl/£ STANDARD SPEC/RCA 1/0NS AND THE FOI.LO'MNG:
A HYDIIOSEUJING SHALL BE APPLIED TO:
I. ALL SI.OPES Tl/AT A/IE GRADED 6: 1 (HORIZONTAL TO "1:RTICAL)
OR STEEPE/l 'MIEN TIIEY ARE:
a. Tl/REE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC
WALL OR STREE:T.
b. ALL st.OPES 4 FEET OR MO/IE IN HEIGHT.
2. AREAS GRADED Fl.A TTER Tl/AN 6: 1 'MIEN ANY OF Tl-IE
FOI.LOl!ING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMEN1S(CONSTRUCT/ON OR
GENE/lAL LANDSCAPING} lt!T/-1111 60 DAYS OF ROUGH
GRADING
b. l0£NTIFIEO BY 111£ PARKS ANO RECREATION DIRECTOR AS
HIGH!. Y VISIBLE TO Tl/£ PUBLIC. c. HA VE ANY SP[CIAL CONDITION IDENTIRE:0 8Y Tl-IE CITY
ENGINITR Tl/AT WARRAIITS IMMEDIATE TIIEA7M[Nr.
8. HYDROSEEOEO ARE.AS SHALL BE IRRIGATED IN ACCORDANCE 1!1711
THE FOI.LOlt!NG C/1/TERIA:
I. ALL 51.0PE:S Tl/AT ARE GRADED 6:1 OR STEEPf/1 ANO Tl/AT ARE:
a. Tl/REE 10 EIGHT FEET IN HE:IGHT SHALL BE /RR/GA TED BY HANO
WA TERJNG F/1011 OUICK COUPLERS/HOS£ 818S 011 A CONVENTIONAL
SYSTE/1 Of LOW PREC/PlrA 1/0N 'SPRINKLER HEADS PROWOING
100:C COVfRAGE.
b. GREA TEii Tl/AN 8 FEET IN HEIGHT SHALL BE WA TEREO 8Y A
CONVENTIONAL SYSTE/J OF LOW PRECIPITA 1/0N SPIIINKLE/1 HEADS
PROWOING I 00:C COvf/1AGE.
2. AREAS S/.OPUJ LESS Tl/AN 6: I SHALL BE 1/IRICA TEO AS APPRO'-fO
CITY ENG/NITR, PRIOR TO HYDROSEEDING. 11-1[ OEVELOPE/l SHALL
SUBMIT A PROPOSED SCHEME TO PROWOE !FIR/GA 1/0N TO Tl-IE CITY
ENGINEER. Tl-IE PROPOSAL SHALL BE: SPfCIRC RE.GARDING THE NUMBERS.
TYPES .t COSTS OF Tl-IE: filMENTS OF Tl-IE PROPOSED SYSTEM.
J. /RR/GA 7/0N SHALL MAINTAIN Tl-IE MO/STU/IE LEI£!. OF Tl-IE SOIL AT THE
OPTIMUM LEI£!. FOR Tl-IE GROWT/-1 OF 11-IE HYDROSEEDEO GIIOWTII.
C. HYDROSEE[)ING MIX SHALL CONSIST Of ALL OF Tl-IE: FOI.LOlt!NG:
1. SEEO MIX SHALL CONSIST OF NO LESS Tl/AN:
a. 20 lb!I. PEIi ACRE OF ROS£ Cl.OVER
b. 20 lb!I. PEil ACRE: OF ZORRO FESCUE c. J tbs. PEIi AC/IE OF £ SCHOO. CIA CAUFORNIA
d. 4 lbs. PER ACRE: OF ACIIILlEA MILLEFOI.JA e. J lbs. PER ACRE OF AL YSSU/1 (CARPET OF SNOw)
f. 1/2 lb. PEIi ACRE OF DIMORPHOI.ECA
g. ITEMS c,d,e, ANO f OF 1111S SUBSECTION MAY BE OMITTED ON
. LOCA 1/0NS 'MIERE: Tl-IE AREA BEJNG HYDROSEEDEO IS NOT WSIBlI
FRO/I EITI/Ell A PUBl.!C STIIEET OR RESIDENTIAL STRUCTURES.
h. /TEii a OF 111/S SU8SECT/ON MUST BE /NOCULA TEO l!ITI! A NITl?OGEN
FIXING BACTERIA ANO APPLIED DRY El Tl/Ell 8Y DRILLING OR
BROADCASTING BEFORE HYDROSEED!NG.
L ALL SEED MATERIALS SHALL BE TRANSPORTED TO Tl-IE JOB SITE IN
UNOPENED CONTAINE.RS 111/H THE CAUFORNIA DEPARTMENT OF FOOD
ANO AGRICUI.. TUR[ CERT/RCA TION TAG MTACHEO TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDEO TO Tl-IE
HYDROSEEO SI.URRY AT 11-IE: DISCRE:TION OF Tl/£ COIITRACTOR.
2. TYPE I MULCH APPLIED AT Tl-IE RA TE OF NO LESS Tl/AN 2000 lb1 PER
ACRE:. TYPE 5 MULCH (STRAw) MAY 8£ SUBST/TUTEO, ALL OR PART, FOR
HYDRAULICALLY APPLIED RBER MA TE.RIAL 'MIEN STRAW IS USED IT MUST
BE ANCHORED TO THE: SLOPE BY MECHANICALLY PUNCHING NO LESS
Tl/AN 50:C OF Tl-IE STRAW INTO THE: SOIL
J. FERTILIZER CONSIST/NG OF AMMONIUM PHOSPHATE SU/JA TE, 16-20-0,
l!ITI! 15:C SW1JR APPUEO AT Tl-IE: RATE Of 500 lb .. PER ACRE:.
0. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING 11/E SURFACE TO fl£ Pl.ANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SI.OPES STEEPER Tl/AN 6: 1
b. HAIIRO'MNG AREAS 6: t OR Fl.A TTER Tl/AT A/IE SUFFICIEIITL Y F/1/ABl.£ c. RIPPING AREAS Tl/AT lt!LL NOT BREAK UP USING ITEMS a OR b ABO',£,
2. CONDITIONING Tl-IE SOILS SO 11-IAT IT IS SUITAEJI.£ FOR Pl.ANTING BY:
a. AO.AJSTING Tl-IE SURFACE SOit MO/STU/IE TO PROWDE A DAMP
BUT NOT SA TURA TEO SEED BED.
b. Tl-IE ADDITION OF SOIL AMENDMENTS. PH AD.AJS7MENT, LEACHING
OR COVERING SAUNE SOILS TO PIIOWDEO VIABLE CONDIT/ONS
FOR GROWTII.
E. HYDIIOSEEOED A/IE.AS SHALL 8£ MAINTAINED TO PROWOE A WGOROUS GROWT/-1
UNT/L Tl/£ PRO£CT IS PERMANENTLY LANDSCAPED OR, FOR AREAS HRE
HYDIIOSSEDING IS Tl-IE PERMANENT LANDSCAPING, UNT/l. Tl-IE PRO<LCT IS
COMPLETED ANO ALL BONDS IIEl.EASED.
T,\Engr\2407\PA12\grci\2407 ,2er05 ciwg Ol/21/2J04 D4 43 Qg P~ PST
OESCRIPTION SYMBa,
STA8/UZED CONSTRUCT/ON ENTRANCE · ·
SILT FENCE · · · · · · · -0---0--0--0-0-
GRAW:t BAGS · · · · · · ·
RfJER RO/..L · · · · · · · · · · · · · ·
SC-6
A L EB/I S -7 -i VJ i ~ SC-6
----. ~
1 X MIN. (ROUGH GRADE)
2 1r:;
SLOPE SEE]
CITY SID.
0~. GS-14
SECTION A-A
RBER IIOI.L
RBE!l ROLL
ERTY..J.INE
~ ir= .--= I A
~l .g:;n, J
SEE NOTE 2
10' SC-B ~ -l~
\ MIN. '-ll ~I I u ~
SC-8. SS-9 & I~ / ---· PROPERTY LIN[ ,.
""-F18ER RO/..L
=.I -
SEE NOTE I
PLAN
NOTES:
I. USE SS-2, SS-J, SS-4, SS-5, OR SS-7 AS
APPROVED BY INSPECTOR.
2. SEDIMENT Tl?AP W/4• PVC OUTT.ET, 1' HIGH x
3' 'MOE O'rfRFI.OW ONTO SS-7 W/ONE ROW or
SANDBAGS AL ONG EDGE OF SPILLWAY. TOP or
TRAP 5• Af/0..C OVERFLOW. MIN. SIZE 10'x20'.
£OW SHALL DESIGN FOR PADS O\IER 7.500 S.F.
BENCJlMARK
!II I g18:
u
QUANTITY
4 EA.
() l.F.
J,540 EA
5,100 L.F.
I)ESCFIIPTION: BFIA51 OISX IN CONC~ 11/ A 5T'ANDA RlJ SURVEY WELL ON
CEN1!RIJNE OF EL CAMINO flEAL
LOCATION: COW/TY OP fiAN DIEGO BENCI/MARl(OE5IGNATION NO, f/1800 ZB(ll-tJ'f EC
flEVATION: 3ff.4{Jl M.~l. OA171M: /ol.G.V.O. ~
0 PROJECTDF.SIGN CoNSULTANIS
PIANNINO • ~ • BNmNl!ERlNO • SllllVBYtm,
701 BStreet, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGOR SHIEID R.C.E. 42951 DATE REGISlRATION DESIGNED PM EXPIRES 03--.51-04 B'f: RrnE'#.
Z..•I I •O I.(
SURl'EY
REVIEW:
CRUSHED AGGREGATE fREA TER Tl!AN 3•
BUT SMALLER Tl/AN 6
12• MIN., UNLESS OTl!ERf'IISE
SPECIFIED 8Y A SOILS ENGINE.Ell
SECTION B-B
N.TS.
NOTE:
ORIGINAL GRADE
CONSTRUCT SEDIMENT BARRIER
ANO CHANNELIZE RUNOFF TO
SEDIMENT Tl?APPING DEWCE CORR/JGATEO STEFL PANElS
B
;,. 0 ,,.,., ~~-
,· >,-;:;:-
B
~----------50' M/N.----------1
OR FOUR TIMES THE C/RCUMFfRENCE:
MATCH
EXISnNG
GRADE
OF THE LARGEST CONSTRUCTION "1:HICI..E TIRE,
'NHICH[VE/1 IS GREA TER
PLAN
N. T.S.
STABILIZED CONSTRUCTION ENTRANCE
R/'N
0
TYPICAL SECTION
NO SCALE
SECTION 8-8
B
R/W
B
TEMPORARY DESIL TING BASINS AT INLETS
IN SUMP CONDITION
f'IIDTI! AS
REQUIRED TO
ACCOMOOATE
ANTIC/A TEO
Tl?AmC
TEMPORARY DESIL TING AND
EROSION CONTROL/SANDBAG DETAILS
NO SCALE
GRAVEL BAGS OVERLAP
ONTO CURB
____ _.,
RUNOFF _______ _.y
GAP BET'M:EN BAGS
ACTS AS SPILLWAY Tl!REE LA l'fRS OF GRA \/EL BAGS
ltfn-1 ENDS OVERLAPPED
GRA~BAGS
NO SCALE
PROWOC VELOCITY CHECK DAMS IN ALL STREET AREAS PA'-fD OR UNPAVED
AT THE INTERVALS IND/CA TED BELOW. VELOCITY CHECK DAMS SHALL 8E:
CONSTl?UCTED or SANDBAGS. £AR111 0/KES MAY NOT BE: USED AS
VELOCITY CHECK DAMS
GRADE OF THE STl?EE:T
LESS 111AN 2X
INTERVAL
NOTE:
90:f COMPACTED EARTH BERM
12·
TOP OF SLOPE AS SHO'MI ON PLAN
PROPOSED OR
EXISTING SI.OPE
__'I/ARI
(MAX. 10')
BLADED SWALE 'NHfRE:
SYMBOI..IZEO ON PLANS
W/ SANDBAGS EVERY 100'
BLADED SWALE AND BERM
1. SET POS1S ANO [XCA VA TE A
4 BY 4 IN (10 8Y 10 CM}
TRENCH UPSLOPE FRO/I ANO
ALONG THE UNE Of POS1S.
NO SCALE
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO
Tl!£ 'MRE FENCE ANO EXTEND IT
IN TO THE: TRENCH.
8" -10• DIA.
(200-250mm}
NO SCALE:
2. STAPtE 'MRE FENCING TO
THE: POSTS.
4. BACKFH.l ANO COMPACT THE
EXCAVATEO SOIL
• -l'-' ...,--,.,-::-.-+ _,,.
4) ,'."-'
--. '
AJJJACENI' ROUS SHAlJ.
,, ~YA8t/T"
UVE STAKE 1• X 1• STAKE
(25 x 25mm)
~-23' (J-Bm}
FIBER RO/..L INSTALLA 1/0N REQUIRES
Tl!E PLACEMENT ANO SECURE
STAKING OF Tl/£ /IOU IN A TRENCH,
3•_5• (75-125mm) DITP, DUG ON
CONTOUR. RUNOFF MUST NOT BE
ALLOWED TO RUN UNDER OR
AROUND 110/..L
·..• ')
SP ACING DEPENDS ON SOIL TYPE ANO
SLOPE STEEPNESS
Fl8fR ROLLS MUST 8£ PLACED
ALONG SLOPE: CONTOURS
SEDIMENifT. ORGANIC MATTER,
ANO NA \£ SEEDS ARE
CAP7URED BEHIND THE: ROLLS.
R8ER ROUS INSTALLATION ON SLOPES
NO SCALE
TYPE: C OR D TERRACE
EXISTING GROUND DRAIN AS REQUIRED BY GS-14
FOR CUTS AND °Fil.LS .
H
(IN FEET)
LE:SS Tl!AN 10'
B -10' TO 20'
OVE/1 20'
EXISTING GROUND
TYPE B BROW DITCH AS
REQIJIRE:O BY GS-14 FOR
CU1S ANO RLLS
A
2'
H/5
4' + H/10
( 10' MAX.)
TYPICAL SLOPE SETBACKS FROM SU8DMSION BOUNDARY
NO SCALE
B
3.5'
4
H/5
(10' MAX)
2:C TO 4:C
4X TO 10:f
OVE/1 10:C
AS REQUIRED
100 FfET
50 FEET
25 FfET l-------+---+-----------+---+----+---f---l I SH5EET I CITY OF CARLSBAD I SHE7ETS I
::==='..,::=:::::E=NG=l=NE=E:::R:::IN:::G::::::DE:::P:::A:::R:::TM:::E::::N:::T===--===~
EROSION CONTROL PLANS AND STREET CROSS SECTIONS
SS1
i'I M. Sit; "AS BUILT"
"' ~ -z "' No. 42951 r1 '#. Exp. 03-31-04 f;;
C/V\\. e~t§"(~ DATE INITIAL
A TE NGINEER Of WORK
A& ·iX/1/,T
REVISION DESCRIPTION
BRESSI RANCH
PLANNING AREA 12
APPROVED: LLOYD 8. HUBBS d Y
DA TE INITIAL DA TE INITIAL g~D 8~~: fB.w
OTHER APPROVAL Cl1Y APPROVAL RVWO BY: G'II
PROJECT NO.
CT 02-14
• EXPIRES 12-31-o,
--r;I~'/
DRAWING NO.
413-2A
J.N. 2401.12 :i
·: (t
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.
051004
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0 PR.omcrDFSIGNCoNSULTANTS
~ • l!NYJloiMJiHrAL • l!NolNl!muNo • SUllVl!l'IOl'll
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY It SHIELDS. R. C.E. 42951 DA.1[ REGISlRATION DESIGN£[) PU
EXPIRES OJ-::Jt-04 BY! REV£W: SURVEY
l!E\SE1f.
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SEESHEET7 OESCR/PTION: t!l?A9S Ol5/C DJ CONCRc"ff: IN A 5TANOARO S(IRVEY 'I/ell ON
Cfl/TEl?i./NEOF El (,AM/NO /?/:Al
ofEss,
~ M. S,,,/.
~G> -z No. 42951 ~
xp. 03-31-04 ;o
c1v11..
CAI..I~
"AS BUILT"
))...;.)\ ~•l,f,JJ
LOCATION: cownr OF' 5AN (){$0 tJ£NCHMAR!( OE5/GNA7l0NNO. Rf8(}() Z88+8'1 EC
ELEVATION: Bff.407 M.5.L.
l----lf----t-------------t----t----+--;-------1 I SH6EET I CITY OF CARLSBAD I SHE7ETS I
ENGINEERING DEPARTMENT
::ER=o:::s1=0::'.N-.'.:C::O=N::::TR::Ol=P=LA=N=s;::::::::ro:;:R;::::=====:::'....':==~
BRESSI RANCH
PLANNING AREA 12
DATE I Af'J10VED: LLOYD B. HUBBS OY-' EXPIRES 12-31-0~ I
f-;RC;;E~+t.~<f~5/;=-~E:.'.::XP'.:.:,·.:::::lf:::::•:::::J/=· C=&=-----i':-:-=--=i~-=-~1-'=--=-~~~~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-1-'=--=--=-1-~-=--=-1~-=--=-1~-=-~--i . ~&&-e,7-~~.:/{ 3/~{r y .
REVIEWED BY: / / ""ID,._-tcc.O..c.·d=-~+-'-P."-'P"-O-+........cAc=.S--'·/MJ~l/.-'-T-------------1-=-cc=-b~.,,...,1-7-==c-+cc-=~ ~=~:::::::=:::::::~;::.... ~=-::...:;,_::;..:::_~~::...::...;::..,.=--,~;::.::~~;::,=.:~;;:.::::::;.::.::: ._. f20 ....f1t-:: etlJ,,lf!"hr,,aY DATE INITIAL DATE INITIAL DATE INITIAL g~DBJ~, E_.Af' PROJECT NO. DRAWING NO. ~~ · DAff GINEER Cf WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: .?J'J' CT 02-14 413-2A
JN 2407.12
051004
1
1
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/ /
/
/ -
I --\-" . -
' I• 'c-'
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; _;.: ' . •';"'' '
\ -·
-·, ' _,_ .. . .. -~.,. ......... ~
/ ' I /
0£:SCR!Pr!ON: BRAS!J 0!5K IN CONCRflf IN A 6TANOARO 5llRVEYWEl1 ON
C£N7El(l/N£ OF EL CAMINO /(€AL
'----·•~:;;;•_;.: ,., . .
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,.\· ..
•
LOCATION: COUNT( 01' 5A II Of EGO t,€NC/.11MK {)€51Gf.lATKJN NO, RI/JOO ZM+d'I EC
ElEVATlON: fJ!l4iJ1 M.5.l. QATUf(: NG.V.O. 2'(
0 20 80 I 0
T,\E~gr\24•)7\PA12\gr:J\24C7.:22r07.:Jwg Oli2212C)4 07,J7,JJ AM ?ST
0 PR.omcrDF.SJoNCoNSULTANTS
J'LANNJNO • ~ • BNolNBl!RJMJ • SUKVBY/Gl'S
701 B Street, Suite 800, San Diego, CA 92101
6!9-235-6471 FAX 619-234-0349
GREGORY R.C.E. +2951 DATE REGISlRATION DESIGNED PM
EXPIRES 0J-31-1)4 BY: REaEYt ~ ~ Z.•ll.•O"/
SURVEY
"""""'
1,',.0FESS/
[-( M. Sy/<')
" ~. <:> 0, v· -
-2' '-' No. 42951 .,, ~ Exp. 03-31-04 '.;J
CJV\\..
SEESHEET6
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;:====-========::::::=::::::::::::::'====~===~
"AS BUILT"
Xa ~lt,"l
DATE RCE 11. f'il EXP. b) -,i-MJ
~ BY: !#·/011, f1/C 4.$ < @, _ fJ2 ¼: f.µti'K DATE INITIAL
ECTOR t~ A f GINEER OF WORK
.1s -,u,,r
REVISION DESCRIPTION
EROSION CONlROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 12
EXPIRES 12-31-05 S/,¾~
DATE INITIAL DATE INITIAL g:0BJ~~
OTHER APPROVA CITY APPROVAL RVWD BY:~
PROJECT NO.
CT 02-14
DRAWING NO.
413-2A
J.N. 240112
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