HomeMy WebLinkAboutDWG 413-7D; CT 02-14; BRESSI RANCH PARKS; 01-08'' .
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SOURCE OF 'TOPOGRAPHY
I TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERA TEO BY: PHOTOGRAMMETRY
METHOOS FROM INFORMATION GATHEREO ON, MAY H, 1998 BY SAN-LO AERIAL
SURVE:YS ANO BY MASS GRAOING CONTOURS PER D~ Na 400-BA
!
TOPOGRAPHY SHOWN HEREoN CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS. 1
I
IMPORTANT NOTICE
SECTION 4218/4217 OF THE GOVERNMENT COOE REQVIRES A DIG ALERT
IDENTIF7CA TION NUMBER BE ISSUED BEFORE A 'PERMIT TO D'CA VA TE" llfll BE
VALID. FOR YWR DIG ALERT 1.0. NUMBER, CALL UNDERGROUNO SERVICE ALERT:
TOLL FREE 1-800-422-41.JJ; 00 WORKING DA I'S BEFORE YOO DIG.
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVE:Y MJ.L ON
ON CENTERLINE OF EL CAMINO REAL
LOCATION: COON TY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC
ELEVATION: JH.401 M.S.l..1 DATUM: N.G. V.O. 29
, , T: \Engr\2401\porks \2407GRD-01.dwg 07/09/2004 08: 40: 23 AM POT
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'DECLARATION OF ESPONSIBLE CHARGE'
I I HEREBY DECLARE THAT I AM TH1i ENGINEER OF IIDRK FOR THIS PRo.£CT, THAT I HA VE: EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRo.£CT AS DEF7NEO IN SECTION BlOJ OF THE
BUSINESS ANO PROFESSIONS COOE, ANO THAT! THE DESIGN I~ CONSISTENT llfTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PRMCT f)RAl\fNGS AND SPECIF7CA TIONS BY THE CITY OF CARLSBAD
DOES NOT REI.IEVE ME, AS ENGINEER OF IIDRK, OF MY RESPONS/8/UTIES FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSU:iANTS
ADDRESS: 701 8 smEET, SUITE 800
Cl TY, STA TE: SAN DIEGO,. CALIFORNIA
TELEPHONE: (619) 235-8471
B~ _ __:L~=\---~~:'.....!...---f-,-~-,----,DATE:_~~~--~~~)~•~~~~---
GREGO M. SHIELDS
RCE 42951 RF:G. EXP. OJ/31/08
omcrDPSIGN CONSULTANTS
JIIANljJNO • lllMRIHmNTAr. • llNolNEmtJMJ • St!IM!J'/Gl\9
701B0Stree~Suite800, SanDiego,CA 92101
619 235-6471 FAX 619-234--0349 .
DESIGNED ORA.., Pit S\JR\,£f
~ ~ BY: BY: ~EV,l RE'<1E'ltl
(),}-31-08 ec..
GREGORY M. SHIEi.OS, R.C.E. +2951 DATE REG. EXP. DATE aw EC MW
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I I I -
I f
KEY MAP LEGEND
------PRO..£CT BOUNDARY
SHEET UM/TS
SHEET NO.
S£11£R
WATER
STORM DRAIN
STREET LJGHT
F7RE HIORANT
lliCOf"ll'\li!NQ! D
PRECISE GRADING PLANS: CT 02-14
PARKS
PA
BRESSI
9, PA
RANCH
10, PA
PROJF:CT
SITE
VICINITY MAP
NOT TO SCALE
SO/LS ENGINEER'S CERTIF/CA TE=
k':;)l~-~ ~l~~ ;~~i:~ri 14:~LL;, ~Jt~~:~~;;~
THE FIELD OF APP/JED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLJNG
ANO STUDY OF THE SOIL CONDITIONS PRfVALENT llfTHIN THIS SITE WAS
MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF -sqrtc:,.,. ,__,. 20 oo ANO
~" "t, , 20il 00 (2) COMPLETP: COPIES OF
THE SOILS REPORT COMPILED FROM THIS STUDY, llfTH MY RECOMMENDATIONS,
HAS BEEN SUB7 :/? T11ffe-)9fFICE OF THE CITY ENGINEER. --~S -, ~Mu.~ o
WILLIAM DA VIO DI.SON ' • O<'.p \
R.C.E. NO.: 45,~28J~---------
OATE: '?·1·0'f
UCENSE EXP/RATION DA TE: --~09"-'/3""0"-'IDB=... __ _
LEGAL DESCRIPTION
BEING A PORTION OF LOT IJ OF CARLSBAD TRACT CT 00-08 IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STA IP: OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 14$00. ON THE F7LE IN THE OFFICE OF THE: COUNTY
RECORDER OF SAN DIEGO COUNTY ON MAY 29, 200J OF OFFICIAL RECORDS.
PROJECT LOCATION
·~-t.'i'33 ° ,~o. ~ .. f. :&
,-,g/lrk,.
' iVI\.
i-,.
-
12 AND OS-2
WORK TO BE DONE:
THE IMPROVEMEJIT WORK SHALL CONSIST OF THE: CONSTRUCTION OF ALL CUTS ANO F7LLS,
REMEDIAL GRAD/NO. DRAINAGE FACIIJTIES. EROSION CONTRa. FACIUTIES.
AND PREPARATION OF AS-BUILT PLANS. AS-BUILT GEOI.OGJC MAPS ANO REPORTS,
ALL AS SHOWN OR REQUIRED ON THIS SETOF Pl.ANS ANO THE CITY STANDARDS.
SPECIF7CATIONS, RfQUIREMEIITS, RESOI.UTIONS ANO ORDINANCES CITED ON THESE Pl.ANS.
THE IMPROVE:MEJIT WORK SHALL Be: PERFORMEO Ill ACCORDANCE 111TH TH/£ FOI.LOllfNG
OOCUMEJITS, CURREJIT AT THE TIME OF CONSTRUCTION, AS DIRECTEO BY THE CITY
[NG/NEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOI.UTIONS NO, 5201, 5202, 520J, 520-#, 5205, 5208, 5207, 5208 .t 5209 DA TEO
MAY 31, 2002. RfSOI..UTIONS NO. 54$1, 5#13, 5#14 AND 5465 DATED OCTOBER 28, 200J,
5. THE STANDARD SPECIF7CA TIONS FOR PUBIJC IIDRKS CONSTRUCTION (GREEN BOOK)
6. THE SOILS R£PORT TlllEO 'SUPPI..EMENTAL GEOTECHNICAL INVE:STIGA TION FOR
MASS GRAD/NO. BRESSI RANCH, CARLSBAD, CA• PREPARED BY LEIGHTON AND ASSOC/A TES
DATED MARCH 14, 2001.
7. TH! SAN DIEGO AREA REGIONAL STANDARD DRAYrlNGS ANO AS MAY BE MOOIF7ED BY THE:
CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769JJ2,
8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 12/1'/98.
LEGEND:
/7EM
LOT NUMBER
PAO ElfVATION -----------------~-
PRo.£CT BOUNDARY
Pl.ANNING AREA BOUNDARY ---------------
E:XJSTING CONTOUR -----------------'--
F7NISHEO CONTOUR ----------,----,---- -'
F7NISHEO SPOT ELEV. -- - --- - - - - - - - --- --
0Al1JGHT LIN£---------- ----------
0Al1JGHT TO NATURAL-----------------
BLADED SWAL£--------------------
CONC. BROW DITCH--------0-75, TYPE 8-- - --
RIP RAP -- - - - - - - - - --0-40 - - - - - - - -
SYMBOL
CD
-· , ,,,_, I
----
.. ····?.'O-··:;,,
-2.J0-
259.0
.: ....... : .. :, ::::::::::::;:> ::::::::::::;>
EXIST. DA l1JGHT TO NATURAL -- ---- - - - - - - - -------i 1-----! 1.::.......
• DENOTES CITY Of CARLSBAD STANDARD DRAWING
THIS PRO..£CT IS LOCA TEO llfTHJN ASSESSORS PARCEL NUMBER{S)
213-0J0-17 .t 21J-030-18 NOTE; ALL STANDARD DRAl\fNG NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAl\fNGS
UNLESS O THERllfS/£ IND/CA TEO,
THE CALIFORNIA COORDJNA IP: /NOD' OF THIS PROJECT IS:
1990-6252 (LAMBERT COORDINATES J#J-1696)
OWNERS CERTIF/CA TE
I {WE) HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOI.OGIST HAS BEEN OR WILL BE
RETAINED TO PERVIS£ OVER-ALL GRADING ACTIVITY ANO ADVISE ON TH/£ COMPACTloN AND
;3!,__UTY or; s stTP:. '~ . 8 { /0 ,. r, V,i1,fu1.~...:"' 1/'-10.
NAME: Tltl.l:
-OWNER/DEVELOPER
NAME: BRESSI GAROVILANE, LLC., A DELA WARE UM/TEO
UABIUTY COMPANY, AS OWNER
B~ LENNARA.NR CAMINO PALOMAR, LLC.,
A DELA WARS: UM/TEO UABIUTY COMPANY
ITS ADMINISTRA Tl\£ MEMBER
B~ LENNAR HOMES OF CAUFORNIA, INC.,
A CA/,JFORNIA CORPORATION, ITS MA.NAG£/?
ADDRESS: 1525 FARADAY AV. SU/IP: JOO
CARLSBAD, CA. 92008
PHONE:: (160) 918-7765
DATE:
NOTE: THI! CONSTRUCTION OF UNOERGRWND FACIUTIES SHALL NOT BEGIN UNTIL A LETTER
HAS BEEN SUBMITTED TO THE CITY VIG/NEER FROM THE SOILS ENGINEER STATING
THE SEffifMj!T FRfi' RQIJGH GRADING IS COMPLETI!.
f1F_ I v~ ~'
FOR ADDITIONAL EROSION CDNTRa. LEGEND ITEMS ANO NOTES PLEASE: SHEET J.
SHEET INDEX
SHEET 1 ., ••...•••.•••...••.••••••••.•• TlllE SHEET, KEY MAP, LE<;ENO, NOTES
SHEET 2 ......................................... GRADING AND SPE(:IAL NOTES
SHEET J ......................................... EROSION CONTROi. NOTES ANO DETAILS
SHEET 4 .............................. GRADING ANO EROSION CONTROi. PLAN FOR PA-10 NORTH
SHEET 5 .................. GRAOING ANO EROSION CONTROi. PWIS FOR PA-10 SOUTH ANO PA-12
SHEET 6 ............................................... GRADING AND EROSION CONTROi. Pl.AN FOR PA-9
SHEET 7 ANO 8 •••••••••••.•.•••••.•••.•..•.••.•••. GRAO/NG ANO EROSION CONTROL I PLANS FOR OS-2
REFERENCE DRAWINGS:
INDUSTRIAL BACKBONE IMPROVEMENTS
RESIDENTIAL BACKBONE IMPROVEMENTS
RESIDENTIAL BACKBONE STORM DRAIN IMPROVEMENTS
MASS GRADINQ
EARTHWORK
FILL: 4, J5Q C. Y.
CUT: 11,100 C. Y.
REMEDIAL: 0 C. Y.
EXPORT: 6,750 C. Y.
0~ Na.400-88
0~ Na 400-8
DKC. NO. 400-8C
D KC. NO, 400'--BA
A.DD£.D WJ\Tt.~ L\J\IE TOi'OO ... ~OO"'!.,J-1,e.1, 7.EJ. rEJ rn
F!-="J!L +~POO~+-'-'-AS~-=~='/1.r~----------+---+---+-----i-----i _ sHE1Er , __ c_;;;1T;;.;..Y=o=-F=-=-c...::.A=-R.;..:.Lc:..:s""s:::..:Ac:..:o _ _, sHE8ETs _ ENGINEERINO DEPARTMENT
GRADINO AND EROSION CONTROL PLANS FOR : of Ess,
~ M. .S,,,1, "AS BUil T" BRESSI RANCH
.., . ~ ':?.
;:; No. 42951 /i\ ~ Exp. 03-31 -06 !;J
CJV\\.
DI' CA\. I~
REVIEWED BY:
,r/4~/42
DATE
PARKS -PA9, PA10, PA12, OS-2
AP"OVED: LLOYD B. HUBEj.S I' EXPIRES 12-J1-o,
£1~ -~ ;,,a,-~E~NEER ur:Yt
l-=-=::--r.c=-:':---lf-~_,.,-..,..,...-,--,-~--------+.=-:-:;:;-t:-:-;:-:;:;-;--;---+-,:.,.-,:::;--t;,c::-:=--;-;-i ::::D=WN==B=Y====:;-;::_ .... ::..,,~P:::RO::::J:t:EC'.'.'.,T'.:'.::N-o:;:..=-::,;--;::::=D::R=A='M=N~O=N::O=. ~ DA TE INITIAL -DA TE INITIAL DATE INITIAL CHKO B~: &ll
GINEEROFWRK REVISION DESCRIPTION 011-!ERAf>PROW, CITYAf>PROVAL RV'M) BY: CT 02-14 413-70
AS-UILT J.N. 2407.50
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GRADING NOTES:
(IN ADDITTON TQ TT-IE R.E:QUIRE:MENTS OF' CHAPTER 15.18 OF' TT-IE
CARLSBAD MUN/CIPAL CODE.) .
1. THIS Pf.,\N SUPERSEDES ALL OTH£R PLANS PR£VJOUSI.. Y APPROVE:O BY THE CITY OF
CARLSBAD R[fARDING GRADING a/OWN ON THIS SET OF PL',NS. .
2. APPROVAL Of THIS Pf.,\N DO£S NOT LESS£N OR WAIVE' ANY PORnON OF THE CARLSBAD .
MUNICIPAL CO()~ RESOLUnON Of CONDJnONAL APPROVAL, CITY STAN. DAROS OR OTH£R
ADOlnONAL DQCUMENTS LJ5T£D H£REON AS TH[Y MAY PERTAIN TO THIS PROJ£CT. THE
£NG/NE£R IN RESPONSIBLE CHARGE SHALL RH?SI: THESE PLANS Vi!-J£N NON-CONFORMANCE
IS OISCO\f:REO,
!
J. CITY APPROVA~ OF Pf.,\NS 00£S NOT REVE\IE' THE 0£\,ff_OP£R OR E:NGINEER-OF-'MJRK
FROM RESPDNSIBILJTY FOR THE CORR£CnON OF ERRORS AND OMISSIONS OISCOvf:RED DURING
CONSTRUCnON, ALL Pt.,\N RE\'15/0NS SHALL BE PROMPTLY SUBM/TT£{) TO THE CITY [NG/NITR
FOR APPROVAj-
1 ' -#, A RIGHT-Of'-'/t'AY PE:RMIT FROM THE ctTY [NGINITR ~LL BE REQUIRED FOR ANY I\ORK IN
THE: PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A C£RnACATE OF INSURANCE
MUST BE: ALEq NAMING THE CITY OF CARLSBAD AS AN AODlnONAL INSUR£V ON IHE
PERMITT££'S POLJCY IN IHE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRE:NCE OF
UABILJTY. THE1 INSURANCE COMPANY 'M?lnNG TH[ POLJCY MUST HAW A RAnNG OF 'A" AND
A SIZE CA T£G()RY OF CL',SS V AS ESTABLISHED BY 'B£5TS' KEY RA llNO GUIDE.
I
,. UNLESS EX£MPT£0 BY SECnON JOl.(b)S Of IHE UNIFORM BUILDING CODE, Rf:TAINING WALLS
OUTSIDE OF P(IBLJC RIGHT Of WAY REQUIRE SEPARATE P£RMITS FROM IHE BUILDING
DEPAR™£N r. !
I
I IJ. NO I\ORK SHALL COMME:NCE UNnL ALL PERMITS HA VE' BE£N OBTAINED FROM IHE: CITY ANO
OTHER APPR()f'RIA TE: AGENCIES.
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7. APPROVAL Ofi IHESE: Pf.,\NS BY THE CITY £NGINE£R 00£5 NOT AUIHORIZE ANY I\ORK OR
GRADING TO BE PERFORM£{) UNnL THE: PROPERTY OWNER'S PERMISSION HAS BE:£N OBTAINfD
AND A VALID GRADING PfRMIT HAS BITN ISSUED.
i
' ' 8. NO R£VJSIONS ~LL BE: MADE: TO THESE Pf.,\NS ~IHOUT IHE VrRITT£N APPROVAL OF IHE:
CITY £NGIN£~. NOT£0 ~IHIN THE R[\'1S/ON BLOCK, ON THE APPROPRIATE SHfET OF IHE
PL',NS AND 1£ nil£ SH£ET.
11. c;;i1~~1Z~~NGS SHALL BfCOME THE: PROP[RTY Of THE CITY UPON Bf/NG SIGNfQ BY THE:
10. THE ORIGINAL DRA~NG SHALL Bl! R£\'1Sf0 TO RUI.ECT AS-BUILT CONDlnONS BY IHE
£NG/NEfR-OF1 I\ORK PRIOR TO ANAL ACCEPTANCE OF THE I\ORK BY THf: ctTY.
I 11. ACCfSS FOR f)RE AND OTH£R f:Mf:RG£NCY \IEHICLES SHALL Bf MAINTAINED TO /Hf PROJ£CT
SITE AT ALL ]MES DURING CONSTRUCnON.. .
12. v.H£RE TRf:NCHfS AR£ ~THIN CITY E:ASEMEJ/TS, A SOILS REPORT COMPRISfD Of: (A)
SUMMARY SHfET, (B) LABORATORY 'MJRK SHfETS AND (C) COMPACnON CURvf:S, SHALL BE:
SUBMITT£0 BY PROFfSSIONAL EJ/G/NffR Of THE: STA TE OF CALIFORNIA, PRINCIPALLY DOING
BUSINfSS IN "(HE: nao OF APPL/[/) SOILS MfCHANICS. THI! SOILS REPORT ~LL BE: '
SUBMITT£D TO; IHI[ CITY fNG/NffRING /NSPfCTOR ~IHIN TWO (2) I\ORKING DAYS Of THE:
COMPLfnON Of AUD T£STs.
I
1J; A SOILS COMPACnON REPORT AND COMPLIANCE lf:RIACAnON REGARDING ADH£RENCE TO
RECOMMfNDA nONS OUTl/NfD IN IHE SOILS REPORT IS REQU/Rf:O PRIOR TO THE ISSUANCE
OF A BUILDINQ PERMIT. ALL CONTROLLfD GRADING SHALL Bf: DONE UN0£R IHE 0/RfCnON
OF A PROffS$/ONAL fNG/NfER OF THE: STATE Of CALIFORNIA PRINCIPALLY DOING BUSINfSS
IN THE AUD OF' APPUfO SOILS MECHANICS. ALL ALL OR FUl!JRE ALL AREAS SHALi. Bf:
CONSTRUCT£D:IN ACCORDANCE ~TH THf: CITY OF CARLSBAD STANDARD SPEC/ACAnONS AND
IHE "[ARTHWORK SP[C/FICA nONS' ATTACHED TO THE PRELIMINARY SOILS /N\,fSnGA noN.
DAILY AEW COMPACnON REPORTS ~LL BE 5UBMITT£0 TO /HE PROJECT INSPECTOR.,
' ' 1-1. A PRECONSTRUCnON MfEnNG SHALL BE HUD AT IHE 97[ PRIOR TO 11-IE BfGJNNING OF
I\ORK ANQ SHALL BE All[NDED BY ALL R£PRESENTAUITT RfSPONSIBLE FOR CONSTRUCnON.
INSPECnON, SUP£R\'1SION. T£SllNG ANO ALL OTHER ASPfCTS OF IH1I 'MJRK. THE
C()NTRACTOR SHALL SCHfOULE THE MfEnNG THROUGH IHE P£RM/T CLERK (760-602-2780
EXT. 7J02) AT LEAST AVE' (5) 'MJRKING DAYS PRIOR TO STARnNG CONSTRUCnON.
APPROl-£0 DRAWINGS MUST Bf AVAILABLf: PRIOR TO SCHEDULJNG. THE GRADING PERMIT ~LL
Bl! PROWDED ~y IHI! PROJECT INSPECT~ AT THE MEEnNG.
15. ALL INSPECn6N REQUESTS OTHER IHAN FOR PRECONSTRUCnON MfEnNG ~LL BE MADE BY
CALLING IHE ENGINEERING 24-HOUR INSPECnON REQUEST LINE: AT (760) .f.JB-J891.
INSPECnON REQUESTS MUST Bf: RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY 8£FOR£ IHE
INSPECnON IS, NEEDED, INSPECnONS ~LL BE MADE THE: NE:XT I\ORK DA y UNLE:SS YW
REQUEST OTHER~SE. REQUESTS MADE AFTER 2: 00 P.M. ~LL BE: SCHEDULED FOR TW (2)
FULL 'MJRK OA YS f.,\ TER.
i
' 1/J. IHE OltNER AND/OR APPLICANT THROUGH THE DE\fl.OPfR AND/OR CONTRACTOR SHALL
DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OE\'1CES, INCLUDING SHORING, ANO SHALL
~~Aiw:r's~JqS:ltt,8ctJO:Ngo~r mt.J.~°ot!f ALL LOCAL, STA TE AND Ff DER AL SAffTY ANO
i ' 17. IHE CONTRACTOR SHALL.CONFORM TO L',80R CODE SECnON 6705 BY SUBMJmNG A DETAIL
Pf.,\N TO IH( CITY £NGINITR ANO/OR CONC£RNfD AGENCY SHO~NG TH/£ DESIGN of
SHORING, BRACING SI.OPING OR OTH[R PROWSIONS TO BE MAO/£ OF I\ORKER PROT£CnON
FROM IHE HAlARD Of CA \'1NG GROUND OUR/NO /Hf: EXCAVA nON Of SUCH TRE:NCH OR
TRfNCHES OR DURING THE PIPE: INSTALL',nON TH£REIN. THIS PLAN MUST BE PREPARED FDR
ALL TR[NCHE~ A\IE' FEET (5J OR MOR/£ IN DEPTH AND APPROVED BY IHE CITY ENGINEER
ANV/OR CONC£RNED AGfNCY PRIOR TO EXCAVAnON; If 11/f PIAN VAR/ES FROM mr
SHORING SYSTEM STANDARDS ESTAB!,ISHfQ BY TH( CONS1RIJCUON SAFETY ORDfRS, un [ B
CAUFQRNIA AQMfNISTRAUVf COO,, THE Pf AN SHAil BE PRfPAREQ BY A REGISTrREQ
. ENGINEER AT THE: CONTRACTORS EXPENSE. A COPY Of IHE OSHA EXCAVAnON PfRMIT MUST
Bf: SUBMITT£/l TO IHE INSPECTOR PRIOR TO EXCAVA noN.
I .
18. 'tt~~;Ng::L JJ/iJ~~~R;tffMgN:tptc':tt~ ~'t/7:!J.trr:tiE~j~ 8:/1_ ':~6~~~CE
OF THE SCHEOULJNG OF BLASllNI, OPERA noNS.
, i '
i ' 19, IF' ANY ARCHAEOLOGICAL RESOURCES ARf: OISCOVF:RED ~IHIN ANY 'MJRK ARE:A DURING
CONSTRUcnoN, OP[RA nONs ~LL CEASI: IMMEOIA TUY, AND IHE P£RMITT£E WILL NOnFY THE
CITY fNG/NEER. OPERAnONS WILL NOT RESTART UNnL mt PfRMITTEE HAS RECE/v£/J
VrRITT£N AUTHpRITY FROM THE CITY fNGINE£R TO 00 SO.
20, ALL OPERAllONS CONDUCT£0 ON THE Sl1E: OR ADJACENT TH£RETO, INCLUDING WARMING UP,
REPAIR, ARRIVAi., DEPARl!JRE: OR OPE:RA nON OF TRUCKS, EARTHM0\'1NG EQUIPMENT,
CONSTRUCnON EQU/PMfNT AND ANY OTHER ASSOCIATED GRADING [QUIPMENT SHALL Bf:
UM/TED TO ~E PERIOD BETWE£N 7: 00 A.M. AND SUNSET EACH DAY, MONDAY ff/RU FRIDAY
AND NO EARTHM0\'1NG OR GRADING OPERA nONS SHALL BE CONOUCT[D ON WEEKENDS OR
HOLJQAYS. (A LIST OF CITY HOLIDAYS IS AVAJL',BlE AT THE £NG/NEERING OEPAR™EJ/T
COUNTER.) ] ·
BENCHMARK
OESCRIPnON: BRASS DISK IN CONCRE:TE IN A STANDARD SURvfY WELL ON
ON CENTERLINE OF EL CAMINO REAL
LOCA nON: COUNTY OF SAN DIEGO 8£NCHMARK OESIGNA noN NO. R1800 288+89EC
ELEVA nON: Jtt.4-07 M.S.L DA l!JM: · N.G. V.D. 29
T; \[ngr\2401\porks\2407GRO-Q2.dwg 07/09/2004 08. 41.59 AM PDT
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GRADING NOTES (cont.)
21. ALL OFF'-S/1[ HAUL ROU1ES SHALL BE SU8MITT£0. BY THE: CONTRACTOR TO IHE ctTY fNG/NEER FOR APPROVAL TWO (2) FULL I\ORKING DAYS PRIOR
TO BEGINNING OF I\ORK.
22. IMPORT MATER/AL SHALL 81! OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY IHE CITY EJ/G/NE£R. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRINI, ALON/, IHE HAUL ROUT£S OR ADJACENT STREETS AS A RESULT OF
THE GRAD/NG OPERA nON.
•I
2J. BRUSH SHALL Bf: Rf:MOVED ONLY 1/,!IH/N TH/£ AREA TO BE GRADED. NO TREES ARE TO Bf REMOVED UNLESS SP£CIACALL Y NO TED ON IHE PLAN.
24, ALL ARE:AS SHALL Bf: GRAOfD TO DRAIN, GRADING RESULnNG IN IHf: PONDING OF WATER IS NOT PERMITT£D. ALL EARTHfN SWALES AND DITCHES
SHALL HA VE' A MINIMUM ONf: PERCENT SI.OPf:.
25. IHESE Pf.,\NS ARE SUBJECT TO A SIGNED AND AP~ROVED SET Of EROSION CONTROL PL',NS. £ROS/ON CONTROL SHALL BE: AS SHOWN AND AS
APPR0v£0 BY IHE CITY fNG/NEER OR AS OIR£CT£0 BY THE PROJ£CT INSPECTOR.
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26. ALL SI.OPES SHAL4 BE TRIMMED TO A AN/SH GRADE TO PROOUCE A UNIFORM SURFACE AND CROSS SECnON. THf: SITE SHALL Bf: Lf:FT IN A NEAT
AND ORDERLY CONOlnON. ALL STONE:S, ROOTS OR OTHfR QEBRIS SHALL Bf: REMOVED AND 0/SPOSEO Of AT A SITE APPROVED OF BY IHE CITY
ENG/N££R. • '
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27. ALL st.OPES SHALL BE: IRRIGAT£D, STABILIZED, PLANTfO AND/OR H'rVROSEEOED ~THIN TEN (10) DAYS Of THf: nMr v.HfN f:ACH st.OPE IS BROUGHT
TO GRADE AS SHOWN ON IHE: N'PROvfD GRADING, PLANS.
28. LANDSCAPING SHALL BE ACCOMPLJ5HED ON ALL SI.OPES AND PADS AS REQUIRED BY IHE CITY Of CARLSBAD LANDSCAPE MANUAL, IHE LANDSCAPING
PLANS FOR THIS PROJ£CT, ORA~NGS NO, 41J-7L,41J~1L AND 41J-2M, AND/OR AS OIRECT£0 BY IHE CITY £NG/N££R OR Pf.,\NN/NG D/Rf:CTOR.
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29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE I\ORK Of IHESE GRADING PLANS Wlffl THAT SHO'M>I ON
BOIH IHE L',NOSCAPE AND /RR/GA nON PLANS AND IHE IMPROVEMfNT PLANS AS R[QUIR[D FOR THIS 'MJRK IN ACCORDANCE ~m THE LANDSCAPE
MANUAL llME REQUIREMENTS. .
JO, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE ~IHA MINIMUM 0-LOAD Of 1,J50 OR ASBESTOS CEMENT PIPE: MTH A MINIMUM 0-LOAD
OF. 2,000. FOR PRIVATE STORM DRAINS, PIPES UP TO 15' PW MAY Bl: UllLIZED PROVIDED DEPIH IS LESS THAN 15 FfET AND BACKFILLED WITH
J/4' ROCK Pf:R SORSD S-4 TYPE. •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE:.
' ' '
J1. v.HfRE AN EXISnNG PIPE LINE IS TO BE ABANDONED AS A RE:SULT OF IHE GRADING OPERAnON, IT SHALL BE REMOv£0 ~THIN TWENTY FEET OF
BUILDING OR STRfET ARE:AS ANO R[Pt.,\CED WITH PROPERLY COMPACTED SOILS. IN OIH£R ARE:AS, IHE PIPE WILL BE PLUGGED WIIH CONCRETE OR
R£MOVED AS APPROVED BY IHE ctTY fNGINEER,
' ' '
J2. THE CONTRACTOR SHALL lf:R/FY THE LOCAnON OF' ALL EXISllNG FAC/UllES {ABO'vf: GROUND AND UNO£R GROUND) WITHIN IHE PROJECT SITE
sumc1£NTl,.Y AHEAD OF GRADING TO PERMIT IHE R£VJSION OJI' THE GRADING Pt.,\NS IF IT IS FOUND IHAT THE ACl!JAL LOCAnONS AR[ IN CONf)JCT
~TH IHE PROPOSED 'MJRK. . .
'
! ' ' ' ' . ! JJ. THE CONTRACTOR SHALL NOnFY AITTCT£D unuTY COMPANIES (SEE aaoW) AT LEAST TWO (2) FULL I\ORKING DAYS PRIOR TO STARllNG GRADING
NEAR THEIR FACILJnES AND SHALL COORDINATE IHE I\ORK ~IHA COMPANY REPRESENTAnvr.
CITY OF CARLSBAD (STREETS &-STORM DRAIN) ' (760) 602-2720
UNO£RGROUND S£R\'1CE ALERT . . ' l-800-422-41JJ
CITY OF CARLSBAD (SEWER,WAT£R &-RECL',/M£D WATER) (760) .f.JB-2722
SOG&E . (760) 438-6200
SBC 1-800--#22~41JJ
LEVCAO/A COUNTY WATER DISTRICT, (760) 753-0155
ADELPHIA CABLE\'15/0N (760} 438-5241
OLJVF:NHAIN MUNICIPAL WATER DISTRICT (760) 75J-6466
J-1. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLL.ED GRAOING-THf: APPLJCANT HIRES A C1\'1L £NG/NEER, SOILS fNO/NfER, ANO/OR GEOLOGIST TO GIVE'
TECHNICAL AD\'1CE, OBSER'vf: ANO CONTROL .THE 'MJRK IN PROGRESS {15.16.120A.8.J CARLSBAD MUNICIPAL CODE,
B, PRIOR TO ANAL APPROVAL OF A GRADING P£RMIT-IHE FOLLOMNG REPORTS MUST BE SUBMITT£0 TO IHE CITY ENG/NEfR
WA THE PROJ£CT INSPECTOR {1/5.16.120A.1D/ CARLSBAD MUNICIPAL CODE::
(1) ANAL RffORT BY SUPER\'1SING GRADING ENGINITR STAnNG ALL GRADING IS COMPLfTE. ALL EROSION CONTROL, SI.OPE:
PLANnNG AND /RR/GATTON ARE INSTALLED IN CONFORMANCE MTH CITY CODE AND THE APPROvfD PLANS (OBTAIN
SAMPLE: OF COMPLIANCE LETTER FROM y!TY ENGINEER DEPAR™ENT).
(2) AS-BUILT GRADING PLAN. · ,
(J) REPORT FROM THE SOILS £NGINITR, v.HIC/1 /NCLUOfS RECOMMENDED SOIL BEARING CN'AClllES, A STA T£MfNT AS TO
THE EXPANSIVE' QUALJTY Of THE SOIL, AND SUMMARIES OF nao AND f.,\BORA TORY TfSTs. IHE REPORT SHALL ALSO
INCLUOf: A STA TEMfNT BY THE SOILS ENG/NE£R THAT THf: GRADING WAS DONE: IN ACCORDANCE WIIH THf:
REQUIREM£NTS AND RECOMM£NDA nONS OUnJNED IN IHf: PRU/MINARY SOILS REPORT AND ANY SUPPLEM£NTS TH£RE:
(4) REPORT ~TH. AS-BUILT GEOLOGIC PLAN, IF REQUIRE{) BY IHE ctTY.
'
JS. UNLESS A GRADING PfRMIT FOR THIS PROJECT IS 1/SSUED WIIHIN ONE (1) l'fAR AFTER THE: ctTY fNG/N[[R'S APPROVAL, THESE Pf.,\NS MAY BE
REQUIRED ro BE RESUBMITT£D FOR PLANCHECK. Pf.,\NCHfCK FEES MLL BE: REQUIRED FOR ANY SUCH RECHECK,
I , i
J6. IHE SOILS REPORT nTLED 'SUPPLEMENTAL Gf:OTECHNICAL /NvfSnGA noN FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY:
LEIGHTON &-AS$0CIAT£S, INC. DATED: MARCH 1-#, 2001' SHALL BE CONS/0£RED AS A PART Of THIS GRADING PLAN. ALL GRADING SHALL Bf DONE:
IN ACCORDANCE WIIH THE RECOMMfNDA noNS AND SP[CIACA nONS CONTAINED IN SAID SOIL REPORTS.
I : !
HYDROLOGY REPORT:
H'rVROLOGY/H'rVRAUUC STUDY FOR CT-02-1-# HAS Bf£N PREPARED BY PROJ£CT DESIGN
CONSULTANTs. THE REPORT IS nTLED 'DRAINAGE Sl!JDY FOR BRESSI RANCH, PLANNING
AREAS 6-10 &-12', FOR THE SPEC/AC PARK AT OS-2 THE: REPORT "PRU/MINARY
DRAINAGE Sl!JOY FOR BRESSI RANCH RECREA noNAL AREA 05-2 • ALSO PREPARED BY
PROJECT DES/GI/ CONSULTANTs.
AIR QUALITY NOTES
1. ALL GRADING SHALL Bf: DON/£ IN COMPLJANCE WIT/t SOAPCD AND GARB
STANDARDS AND REQUIREME:NTS AND DUST CONTROL STANDARDS IN llTlE
24 OF TH[ CALIFORNIA AOM/NISTRA nON CODE:,·
i
2. WATERING OF THE GRADING SITE SHALL TAKE PLACE BEFORE AND DURING
GRADING OPfRA noN TO MINIMIZE DUST GEN£RA noN. A WATER TRUCK SHALL
BE REQUIRED TO Bf: ON SITE AT ALL nMfS TQ THE' SA nSFACnON Of THE
ctTY El'/GINEERi · , ' ,
PRomcrDFStoNCONSULTANTS
l'IANNNJ • I!NVllOIMBNl'AL • .l!NIIINllllRNJ • SlllM!r/GPS
70113 Street. Suite 800, San Diego, CA 92101
619-235·6471 FAX 619-234·0349
"AS BUil T"
! '
I DESIGNED DRAl\li PM SUR-.U RCE,tZ.f,t/ EXP1::11• to ··~ NA• 1~ BY: BY: REVIEW: REVIEW:
QJ-31-otl e .c.
GREGORY M. SilELDS, R.C.E. 42951 DATE REG. EXP. DATE 6W EC MW
'
REVIEWED BY: , / J .
<'!_...,.,#:$~~
INSPECTOiy'
SPECIAL NOTES
THE FOLLO~NG NOTES ARE PR0\'10£0 TO GIVE' 0/RECnONS TO IHf: CONTRACTOR BY IHE fNGINEfR OF I\ORK. THE CITY fNGINEERS
SICNA llJRf: ON THESE PLANS DO£S NOT CONSnnJTE APPROVAL OF ANY OF' THESE NOTcS AND THf: CITY MLL NOT Bf: RESPONSIBLE
FOR IHE/R ENFORCEMENT.
,. THE LOCA noN Of EXISllNG ununES ARE BASED ON AVAILABLE: RECORD INFORMA noN. CONTRACTOR SHALL lf:RIFY IHE LOCA noN
AND UEVAnON OF ALL E:XJSnNG FACILJnES (ABOvfGROUND AND UND£RGROUND} WITHIN IHE PRD,ECT SIIE THIS 'MJRK SHALL BE
PERFORMED sumCl[NTL y AHEAD OF CONSTRUCTION TO PfRMIT CITY APPROVAL REVISIONS TO THE CONSTRUCnON PLANS IF ACl!JAL
LOCA nONS ARE FOUND ro 8[ IN CONFUCT WIT/I THf: PROPOSED 'MJRK. CONTRACTOR SHALL NOnFY ENGINEER OF 'MJRK Of ANY
C0Nf1JCTS OR ANY OTHER ununES fNCOUNT£RED PRIOR TD PROCITDING WITH CONSTRUCnON.
2. ATTENnON IS CALLED TO THE: POSSIBLE EXISTENCf: Of OTHER UTILJTY FACILJnES OR STRUCl!JRES NOT SHOWN OR IN A LOCAnON
DIFFER£NT FROM THAT SHOWN ON THf: Pf.,\NS. CONTRACTOR SHALL TAKf: PRECAUnONARY MEASURES TO PROTECT THE: unuTY
LINES SHOWN AND ANY OTHER LJNES NOT OF Rf:CORD OR NOT SHOWN ON IHESE PLANS. ANY PAVEM£NT OR OTHER EXJSnNG
SUR/l'ACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL Bf: REPL',CEO AS REQUIRED BY THE CITY OF CARLSBAD fNGINE£R/NG
DEPARTMENT.
J; SAFETY PRE:CAUnONs AND ADE:QIJATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT ALL nMES. NEITH£R THE OWNER NOR
IHE: fNGINE:ER Of 'MJRK WILL fNFORCE: SAFETY MEASUR£S OR REGUL',nONS. TH/I CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY DEWCES, INCLUDING SHORING, AND SHALL BE SOLU Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE
AND FfD£RAL SAFfTY AND HE:ALIH STANDARDS, LAIIS AND REGUL',nONS.
4. ALL LfNGTHS AND OISTANCES FOR IMPRO\£MfN1S SHOWN ON THESE PL',NS ARE ME:ASURED IN A HORIZONTAL PLAN£
5. IHE: DISPOSAL Of ANY ASBESTOS CEM£NT PIPE SHALL BE IN COMPLIANCE 1',!IH ALL CURRENT LOCAi., STA TE: AND FfDfRAL
REGUL', noNS.
6. THE "I\ORK TO Bf: DONE' SECnON ON THIS SHEET LJSTS THE STANDARD SPECIACAnONS AND ORAMNGS USED DURING THE
IMPROvfMENT PLAN/ GRADING PLAN DESIGN. IHESE PLANS HA\.!' BEEN PREPARED IN ACCORDANCE WIIH THf: CURR£NT EDITIONS
Of THE STANDARD SPECIACAnONS AND DRAWINGS IN EFFECT ON THE DATE OF THE SIGNAl!JRE BY THE ENGINE£R OF I\ORK.
7. IF THE: IMPROVEMfNTS SHOW/'/ ON IHIS PLAN HA\.!' NOT BEEN CONSTRUCTED ANO ACCEPT£0 BY THE CITY WIIH/N TWO (2) YEARS
OF THE DA TE OF Pf.,\N APPROVAL BY THE CITY fNG/NEER, IHESE PLANS WILL BE SUBJ£CT TO REVIEW BY THE CIIYS fNGIN£ERING
0/WSION FOR CONFORMANCE WITH CURRENT CITY STANDARDS, POLICIES AND/OR AODtnONAL REQUIREM£NTS.
8. AN AS-BUILT ORA WING SHALL BE SUBMITT£D FOR ALL PROJ£CT IMPROvfMfNTS PRIOR TO ACCEPTANCE Of SAID IMPROl-fMENTs.
9. THE: fNG/NITR-OF-'MJRK SHALL BE NOnFIED Vil-JEN CONSTRUCnON COMM£NCES.
10, THf: CONTRACTOR SHALL OBTAIN AN EXCAVAnON PERMIT FROM THE DIWSION OF INDUSTRIAL SAFETY 8EFOR£ ANY EXCAVAnON AND
PROWOE PROOF Of OSHA NOnFICAnONs AND SHALL ADHERE TO ALL PROWSIONS Of THE STATE OF CALIFORNIA CONSTRUCnON
SAFETY ORDERS.
11. IMPORT£0 FILL MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE:.
12. ALL cur AND ALL st.OPE:$ SHALL Bf: Pf.,\NTED WITH A MIXl!JR! OF' TRfES. SHRUBS, AND GROUND COVF:R TO CONTROL EROSION.
SLOPf: f.,\NDSCAPING SHALL BE: INSTALLED FOR PERPEl!JAL MAINTENANCf: Of TH1! PLANT LIFE usro FOR st.OPE STAB/LIZA noN.
1J. OUST CONTROi. MEASURES, SUCH AS THE PERIODIC WETnNG DOWN Of IHE BAR£ AND EXPOSED AREAS, SHALL BE UTILIZED AT ALL
nMES DURING CONSTRUCnON TO IHE SAnSFACnON OF IHE PUBLJC I\ORKS AND/OR BUILD/NG INSPECTORS.
1-1. ALL MAJORS SI.OPES SHALL BE: ROUN0£0 INTO [XJSnNG st.OPES TO PRODUCE A CONTOURED TRANSlnON FROM cur OR FILL FACES
TO NA l!JRAL GROUND AND ABUmNG CUT OR ALL SLOP£S.
15. IHE CONTRACTOR AGREES IHAT HE SHALL ASSUME SOLE AND COMPL£TE RESPONS/8/LJTY FOR JOB SITE CONOlnONS DURING THE
COURSE: OF CONSTRUCnON OF' IHIS PROJECT, INCLUDING IHE SAFETY OF ALL P£RSON5 AND PROPERTY. THIS REQUIREMENT SHALL
APPLY CONnNUALLY AND NOT BE LJMIT£0 TO NORMAL I\ORKING HOURS. IHE CONTRACTOR SHALL 0£FEND, INDEMNITY AND HOLD
IHf: OWNER, THE £NGINE£R AND THf: CITY HARMLESS FROM ANY AND ALL LJABILJTY, REAL OR ALLEGED, IN CONNECnON WITH THE
PERFORMANCE OF I\ORK ON IHIS PROJ£CT EXCEPllNG FOR UABIUTY ARISING FROM THE SOLE NEGLJG£NCE Of THE: OWNER,
fNG/NEER OR CITY.
16. ALL EXISllNG FEA l!JRES AND 5TRUC7!JRE5 IN CONFUCT WIIH THESE PL',NS SHALL 8£ RaOCA T£D OR REMOvfD AT THE
CONTRACTOR'S EXPENSE. MANHOl£S SHALL BE AO,JJST£D TO FINISHED GRADE.
17. MINIMUM 90,r COMPACnON IS RE:QUIRED IN ALL ON-SITE FILL ARf:AS ~IH A MIN/MUI,/ OF 95,r COMPACnON SIX INCHES (6') BELOW
SUBGRADE:.
18. ALL PROJ£CT IMPROVEMfN1S SHOWN ON THESE IMPROVEMENT PL',NS SHALL 8£ CONSTRUCTED TO THE SAnSFACnON OF IHC
PUBLJC 'MJRKS DIRECTOR PRIOR TO ACCEPTANCE.
19. NO PRIVATE IRRIGAnON MAINS OR CONTROL VALvf:S SHALL Bf ALLOWED WI/HIN IHE PUBLJC RIGHT-OF-WAY.
20, IHE CONTRACTOR SHALL BE RESPONSIBLE FOR IHE INSTALf.,\nON, RUOCAnON OR Rf:PLACEMfNT OF ALL STRIPING, SIGNING OR
TRAFF1C DETfCTOR LOOPS AS REQUIRED BY me: PUBLJC tlORKS DIRECTOR.
21. A TRAmC CONTROL PLAN, INCLUDING THE LAYOUT OF CONSTRUCTION WARNING AND DETOUR SIGNS, SHALL BE SUBMITTED TO THE:
PUBLIC I\ORKS DEPAR™ENT FOR APPROVAL A MINIMUM OF' 72 HOURS PRIOR TO /Hf: COMM£NCEM£NT OF CONSTRUCnON.
22. FOR STREET TREES, IRRIGAnON AND f.,\NDSCAP/NG IN pUBLJC RIGHT-OF-WAY ALONG CT-02-1-# PROPERTY FRONTAGE, SEf: THE
APPROPRIATE LANDSCAPE: AND /RR/GA nON PLANS 01\G. NO. 400-BN.
2J. THE EXCA VA TOR SHALL CARUULL Y HAND DIG WIIHIN 2-FfET OF THE NA l!JRAL GAS TRANSMISSION UN£
2-1. NO POWER OP£RATED E:QUIPMfNT SHALL BE ALLOl\£0 ~THIN 2-FEET OF ANY PORnON OF IHE: NAl!JRAL GAS TRANSMISSION UNf:.
25. IF ANY CONTACT Of THE: PIPE IS MADE, EVF:EN IF IHERE IS NO \'1SIBLE DAMAG,, THE CONTACT AREA MUST BE IMMEDIATUY INSPECTfD
BY AN SOG&:E WELDING INSPECTOR. THIS MAY SIGNIFICANTl Y DEl.A Y YOUR JOB IF SHORING OR OTHER SAFETY PRECAUnONS ARE NEEDED
TO ALLOW THE INSPECnON.
26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT ANO STANDBY, CALL USA (800) 227-2600,
l---l-------------1------1----!.---l---l I sH2EEr I CITY OF CARLSBAD I ~EaETs I
~:::::::::::_:::::==E:::N:::G::::IN:::EE=:R=:IN:::G::::D:::E:::::PA=:R:::::TM=:E=:N::::T==:::::'.-=:=:::=
Ult.I~~ POO ' A$-BIJILT
DA TE INITIAL
:NGINEER OF WORK REVISION DESCRIPTION
PRECISE GRADING AND EROSION CONTROL PLANS FOR :
BRESSI RANCH
PARKS -PA9, PAt0, PA12, OS-2
EXPIRES 12-31-00
<¢.Pal
DA TE INITIAL DA TE INITIAL g~O BJ~: a,.JJ
OlHER APPROVA CITY APPROVAL RVWO BY: cw
PROJECT NO.
CT 02-14
DRAWING NO.
413-7D
AS-BUILT J.N. 2407.50
i
}
j:
I
EROSION CONTROL N01ES:
I I. IN CASE EMERGENCY IK/RK IS Rf.QIJ/Rf.D, CONTACT JIU URBINA AT (160} 715-7712
(Clli/Jl.AR) OR KRISnNE ZORTIIAN OF l£NNAR HOMES AT (160) 918-7765.
I . . 2. f.QIJIPMEN T AND WCRKERS FOR EMERGfJICY HCRK SHALL BE IIADE A VAILA8LE AT
AU. nMES DURING THE RAINY Sf.ASON. ALL NECESSARY MATERIALS SHAU.
BE STOCKPILED QN SITF AT CONl£NIENT LOCA nONS TO FACIUTA TF RAPID
CONSTRUCnON (f TEMPORARY DE'vlCES WHVI RAIN IS IMMINENT.
I J. D['vlCES SHOMI QN PLANS SHALL NOT BE IIOVEO OR M()()/F/£0 KITHOUT THE
APPROVAL OF TlfE FJ/G/NffR/NG /NSPF:CTOR.
,f.. THE: CONTRACroJ SHALL RESTORC All EROSION CONTROi. DE'vlCES TO IK/RK/NG
ORDER TO THE: SA nsrACnON OF 71-ff CITY [NG/NEER AFT[R EACH RUN-OFF
PR()()UC/NG RA/NfALL..
5. 7Hc CONTRAC~ SHALL INSTALL ADOlnONAL EROSION CONTROi. Mf.ASURES AS
MAY 8E REQIJIREP BY 71-fli CITY FJ/GINEER DUli TO UNCOMPlCTEO GRADING
OPf.RA nONS OR UNFORESEf.N CIRCUMSTANCES WHICH MAY ARISE.
6. THE: CONrnAcTai SHALL BE: Rf.SPONSIBlli AN() SHALL TAKr Nf.CESSARY
PRECAUnONs TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE. IMPOUNDED
WA TfRS CREA TE: IA HAZARDOUS CONOlnON,
7. ALL [ROS/ON COf'/TROI. MEASURES PRO'vlD[O PER THE APPROVED GRADING
Pl.AN SHALL £3£ /NCORPORA TEO HEREON,
I 8. GRADED AREAS AROUND THE: PRO.ECT PfR/METfR MUST DRAIN AWAY FRO/,/ 1Hf.
FACE OF SI.OPE ~T 1Hf. CONCLUSION OF EACH WORKING DAY.
I 9, ALL REMOVABLE: f'ROTECnVE OE'vlCES SHOMI SHALL 8E IN PLACE AT 71-fc ENO
OF EACH '>+ORK/NG DAY 'MIEN THE: FIVE (5) DAY RAIN PROBABIUTY FORECAST
[XCEf.O FORTY Pf.Ref.NT (40%). S/1.T AND OTHf.R DEBRIS SHALL BE REMOVED
AFT[R fACH RAINFALL.
I .
10. All GRA l-£1_ BAG$ SHALL 8E BURI.AP Tl1'E: KITH J/4 INCH MIN/MUii AGGREGA IE
I
11. SHOULD Gf.RMINAnON OF HYDROSEf.DED SI.OPES FAIL TO PRO'vlDI! fFF[CnVE
COVERACE OF GR~DED SI.OPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE:
SI.OPES SHALL BE STAB/LllfO BY PUNCHED STRAW INSTALLEO IN ACCORDANCE
KITH SECnON J5.02J OF THI! f.ROSION ANO SEDIMENT CONTROi. HANDBOOK OF
IHI! OEPARTIIENTOF CONSERVAnON, STATE: OF CALIFORNIA
I .
1EMPORARY EROSION CONTROL
PLANTING: AND IRR/GA T10N N01ES:
I .
' ' ALL PERMANVIT ANO ,TEMPORARY [ROS/ON CONTROi. PLANnNG ANO
/RR/GA noN SHALL 8E /NSTALLEO ANO MAINTAINED AS Rf.QUIRED IN
SECllON 212 OF 71-IE fTANOARO SPEC(FICAllONS ANO THE F0/1011'/NG:
A. HYDROSEEOING SHALL BE APPUEOi TO:
I, ALL SI.OPES 71-IAT ARE GRADED 6: I (HORIZONTAL TO VERnCAL}
OR STEEPER, 'Mf[N THEY ARE:
a. THREE Ff.ET OR MORE IN HEIGHT ANO ADJACENT TO A PUB/JC WAL/. OR STREET. .
b. All SI.OPES 4 Fff.T OR MORf. IN HEIGHT. I .
2; AREAS GRA()[O FIA TTER THAN 6: I WHEN ANY OF THf.
FOI.LOKINO CONDlnONs f.)(JST:
a. NOT S(:J-IEDIJl£0 FOR IMPROVEMCNTS(CONSTRIJCnON OR
GfJIERAL LANDSCAPING} KIIHIN 60 DA l'S OF ROUGH
GRAD/NG .
b. /Of.NnFlf.O BY THE PARKS AND RECRf.A nON DIRECTOR AS
HIGHl. Y VIS/et£ TO IHI; PUBI.JC.
C. HA VE ANY SP[CIAL CONDlnON IOENnRED BY THE CITY
mGtN1E.R mAT WARRANTS 1MME01ATE: mcATIIENT.
B, HYDROSEf.DED ARV,S SHALL BE /RR/GA TED IN ACCORDANCE KITH
THf FOI.Wl!!NG CRITERIA: . ,
1, All SI.OPE$ THAT ARC GRADEO 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO DGHT Ff.Et IN HDGHT SHALL Be IRRIGATED BY HANO
ll'A TfR!NG FROM QIJICK . COUPLfRS;1-IOSE BIBS OR A CONVENllONAL
SYSTD,l OF LOIi' PREC!PITA nON SPRINKLER HfAOS PROVIDING
100:f cpVERACC. '
b. GREA TfR THAN 8 Ff.f.1 IN HEIGHT SHALL Bf. ll'A TfRED BY A
CON,r;NnONAL SYSTfl,f OF LOW PRECIPITAnON SPR/NKL[R HfAOS
PROW/ING 100:f COVERAGE
I , .
2. ARfAS SI.OPED LESS THAN 6: t SHALL Bf /RR/GA TED AS APPROVED
Cl TY f.N(l/NEf.R, PRIOR TO HYDROSEEO/NG. THC D[V[l,.OPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA WJN TO THE CITY
ENGINEER. 71-lf PROPOSAL SHAU Bf SPECIFIC REGARDING 71-lf. NUMBf.RS,
TWES 1 COSTS OF THf, ELEMENTS OF THE PROPOSED SYSTfl,f,
J. IRRIGAnQN SHALL MAINTAIN 71-lf. MOISTURE LEI,[!, OF THE: SOIi. Ar THC
opnMu1 mu FOR THf GROWTH OF THE HYDROSEEOED GROWTH.
C. HYOROSEEO/NG MIX SHALL CONSIST OF ALL OF THf FOI.LOKING:
1. SEED MIX ;;HALL CONSIST OF NO LESS THAN:
a. 20 !be.; Pf.R ACRE OF ROSE ll.O\.£R
b, 20 /be., Pf.R ACRE IF ZORRO FESCUE
c. J !be. PER ACRli OF f SCHOCV.. CIA CALIFORNIA
d. 4 !be. PER ACRI; OF ACHIUEA MILJ.f.FOIJA e. J !be. Pf.R ACRli IF AL YSSU/1 (CARPET IF SNOW)
f. 1/2 lb, PER ACRf OF DIMORPHCXECA
g, ITEMS c,d.-. AND f OF THIS SUBSECnON MAY BE OMITTED ON
LOCA llONS 'MIERE THC AREA BEING HYDROSEEOED IS NOT VISIBLC
FRO/I E/71-lf.R A PUBUC STREET OR REstOENnAL STRUCTURES.
h, ITEM a' OF THIS SUBSECnON MUST BC INDCULATED KIT1-I A NITROGfN
FIXING .BACTERIA ANO APPLIED ORY EITHER BY DR/LUNG OR
BROADCASnNG BEFORc HYDROSEEO/NG.
L .All SE;ED MA TfRIALS $HALL BC TRANSPORTED TO THE JOB SITE: IN
UNOPENED CONTAINERS KITH THE CALIFORNIA OEPARTIIENT OF FOOO
ANO AGRICULTURE CER.llFICAnON TAG ATTACHED TO. OR PRINTED ON
11~-fl~~Efotc ll'f,mNG AGENTS MAY Bf. ADDED TO THC
) HYDRO$£ED SI.URRY Af 71-lf 0/SCRfnON OF THf CONTRACTOR.
2. Tl1'E: I MULCH APPi.JED AT THE: RA TE: OF NO LESS THAN 2000 lbs Pf.R
ACR!.Tl1'C 6 MUI.CH (STRAW) MAY Bf SUBSnTUTED, All OR PART, FOR
HYDRALIUCALLY APPLIED FIBER MATERIAL WHf.N STRAW IS USED IT MUST
8E ANCHORED TO THE: SI.OPE: BY MECHANICAU Y PUNCHING NO LESS
THAN 50:f OF THC STRAW If/TO TH[ SOIL
J. mnLIZERI CONSJSnNG IF'AMMONJUM PHOSPHATE: SULFATE. 16-20-0,
KITH 15:f SULFUR APPUEli AT THC RA TE: OF 500 lb.. PER ACRE,
I ' D. ARfAS TO Bf. HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED!NG 8)!
1. ROUGHEN/Nil THli SURFACE TO BE PLANTED BY ANY OR A COMB/NA nON OF:
a. TRACI( WALKING Sl.OPfS STEf.Pf.R THAN 6: I
b. HARROKING ARfAS 6: I OR R.A TT[R 711A T ARE sumCIENTl Y FRIA81..E.
c. RIPPIN~ AR[AS 71-IAT !I'll NOT BRfAK UP USING ITEMS a OR b ABO\£,
I 2. CONDlnONIN(J THI! SOILS SO THAT IT IS SIJITABI..E FOR PLANnNG 8)!
a. AOJJSnNG THC SURF ACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b, THE: APO/llON OF SOIL AMENDMENTS, PH ADJJSTIIVIT, LEACHING
OR CQVER/NQ SALINE SOILS TO PROVIDED \1ABLE CONDlnONS
FOR GROWTH. '
' ' ' £ HYDROSEEDED ARE.AS SHALL BE MAINTAINED TO PROV,Df. A 'vlGOROUS GROWTH
UNnL THE: PRO.EqT IS PfRMANVITlY LANOSCAPfD OR, FOR AREAS WHERE
HYDROSSEOING IS TH[ PERMANENT LANDSCAPING, UNT/l. TH[ PRO.ECT IS
COMPLETED ANO All BONDS Rf.lfASED.
I .
T.· \£ngr\2407\parks\2407GRO~qJ.dwg 08/18/2004 09:44:01 AM POT
LEGEND:
: :
QESCRIPnON S».IBa
STABILIZED CONSTRUCnON ENTRANCE · • · · · · • · · , · · · • · · · · ~
' ' ' ·' SILT FENCE • · · · · · · · · • ' ........ ' . ' ' ' . ' . ' ' ..
': :
GRAITT BAGS , , , , , • , , , , , • , · , · , , , , , · , · · · · · · • cxx::ccx::xx::> ·
FIBER ROI.L • · • · · • • • • · • · · • • • · · · • · • · · · ' · • ·• · · -!Jlf ---)I( -
¾
PRomcrDFSioNCoNSULTANTS
l'!ANNINO • l!NVlRIN!llN'rA • l!NaiNBl!RNJ • SlllMIY/OPS
701 B Street, Suite 800, San Diego, CA 92101
~19-235-6471 FAX 619-234-0349
.
0£SIGNED DRA\\N PM
~. ,,1).A Bil Bil RE'YIEW:
OJ-31-00 f.C.
GREGORY M, SilELOS, R.C.E. 429~! DATI, REG. EXP. DATI, ilW EC MW
SURVEY RNEW:
~~CRUSHED AGGREGATE rf?EA TER THAN J'
BUT SMAllf.R THAN 6
CRUSHED AGGRfGA TE: ~Rf.ATER THAN J' BUT SMALLER THAN 6
CORRUGATED STEEL PANELS
1GINAL GRADE: Fil TER FABRIC ORIGINAL GRADE:
Fil TER FABRIC
2• MIN., UNLESS OTHERKISE
SPECIFIED BY A SOILS ENGINEER
SECTION A-A
N. T.S,
12' MIN., UNLESS OTHf.RKISE
SPECIFIED BY A SOILS f.NGINEER
SECTION B-B
N. T.S.
CORRUGA TEO STEEL P ANUS
B
WIDTH AS
REQUIRED TO
ACCOMODA TE:
~----------50' MIN.---------,
OR FOUR nMES THE CIRCUMFERENCE
MATCH
f.XISnNG
GRADE:
OF THE: LARGEST CONSTl?UCnON VEH!ll.E llRf,
Kf-1/CHfVER IS CREA TER
PLAN
N. T.S.
STABILIZED CONSTRUCTTON ENTRANCE
TYPICAL SECnON NO SCALE
\Ji\~\)..-
SECTION B-B
R/W 5' ~I ~ ~I 5'
J s
2 s
0 10· I 10· WEIR WEIR 0
R/W
TEMPORARY DESIL TING BASINS AT INLETS
IN SUMP CONDITION
ANnCIATEO
lRAmC
TEMPORARY DESIL TING AND
EROSION CONTROL/SANDBAG DETAILS
GRA ITT BAGS OVERLAP
ONTO CURB
---------RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
.,,,..
NO SCALC
THREE: LA Yf.RS OF GRA ITT BAGS
WITH f.NOS OVERLAPPED
PROVIDE: VELOCITY CHECK DAMS IN All STl?EET AREAS PAVED OR UNPAVED
AT THE: INTERVALS IND/CA TED BELOW. VELOCITY CHECK DAMS SHALL BC
CONSTl?UCTEO OF SANDBAGS. f.ARTH DIKES MAY NOT Bf USED AS
ITTOC/TY CHECK DAMS
GRAVEL BAGS
GRADE Of THE STl?EE[
LESS THAN 2%
271 TO 471
4:f TO 10:f
OVER 10:f
INTERVAL
AS REQUIRED
100 FffT
50 FfET
25 FfET
NOTE:
90:f COMPACTED EARTH BER/I
12'
PROPOSED OR
EX/SllNG Sl.OPC
---4' -5' ...YARI
(MAX. 10'
BLADED SWALE: Kl-If.RI!
SYMBOLIZED ON Pu.NS
W/ SANDBAGS [VERY 100'
BLADED SWALE AND BERM
I. SET POSTS AND EXCAVAll' A
4 BY 4 IN (10 BY 10 CM}
Tl?ENCH UPSLOPf FROM ANO
ALONG TH[ UN[ OF POSTS.
J. ATTACH THC FILTER FABRIC TO
THE: WIR£ FENCE ANO EXTEND IT
INTO THC Tl?f.NCH.
11 I )I II
NO SCALI!
~~
.!'.I,-," " 8/LTFENCE
LJ\f' STAKE
I
J'-5' (7:J-125mm)
8'-10' DIA.
(200-250mm)
1• X 1• STAKE
(25 x 25mm)
NO SCALE:
2. ST APf..E: l!!RC Ff.NC/NG TO
THE POSTS.
~ BACKFILL ANO COMPACT THE
EXCA VA TEO SOIL.
FILTER FABRIC-
J'-4'
·"· ,, \
'"' ROil$ S1VoU. y A8tJT
' "' ' ', '
FIBER ROLL /NSTALLA nON REQUIRES
THE: PLACEMENT AND SECURE
STAKING OF TH[ ROLL IN A TRENCH,
J'-5' (7S-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE
ALLOWED TO RUN UNDER OR
AROUND ROLL
SPACINIJ Of.Pf.NOS ON SOIL TYPE: ANO
SI.OPE STEEPNE$S
FIBER Ra.LS MUST BC PLACEO
ALONG SI.OPE: CONTOURS
S£D/Mf.Nifr. ORGANIC MA TT[~ ANO NA \,£ SEEOS ARE
CAPTURED BEHIND THE ROLLS.
A
RBER ROLLS INSTALLATION ON SLOPES
NO SCALC
H ~ /S
• <'(,(j
·"<
EXISllNG GROUND
TYPC C OR O TfRRAC!
DRAIN AS REQUIRED BY GS-14
FOR curs AND FILLS
H
(IN FEET)
LESS THAN 10'
10' TO 20'
OVER 20'
EXtsnNIJ r;ROUND
Tl1'E 8 BROW DITCH AS
REQUIRED BY GS-14 FOR
CUTS AND FILLS
A
2·
H/5
4' + H/10
( 10' MAX.)
TYPICAL SLOPE SETBACKS FROM 8U8DMSION BOUNDARY
NO SCALE:
8
J.5'
4
H/5
(10' MAX)
NO SCALE l----,f----t-----------t-----,f----t--+---11 SHE'? I CITY OF CARLSBAD I SHE8ETS I v ENGINEERINO DEPARTh1ENT ::====-===============-===~
\sOf ESS /
ti IA. Sit/.
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CJV\\. REVIEWED BY:
/t/4e/42
' DATE
INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DAT[ INITIAL
011-IER APPROVAL CIT'f APPROVAL
PRECISE GRADING AND EROSION CONTROL PLANS FOR :
BRESSI RANCH
PARKS -PA9, PA10, PA12, 08-2
PROJECT NO,
CT 02-14
AS-BUILT
EXPIRES 12-31-o, I ~1tr
DRAWING NO.
. 413-7D
J.N, 2407.50
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PROJECTDF.SIGNCONSULTANTS
l'IAtlNll«I • l!Nl'IRaOll!N'I • l!l«liNlllllUN • SVIM!YIGl\9
7018 Street, Suite 800, Sao Diego, CA 92101
619-235-6471 FAX 619-234-0349
!)[Stu,.= D=n" PM
'jf•&)-•'t BY: BY: RE\/IEW:
03-31-08 t.c..
GREOORY M, SlilElDS, R.C.E. 4W51 DA]l REil. EXP, DATE BW EC MW
.
SUR',£'/ RE',1EI'/:
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INSPEC ,0
Ii'
. GRADf VARIES
I 2-8" PvC (SOR-J/i) S££ Pl.All
SWALE CROSSING UNDER
CONCHEIE WALK DETAIL
NO SCALE'
NOTE:
FOR ADA PAm AND ADDmONAL
WIDSCAPE AND HARDSCAPE DETAILS SC£
ARCHJTECIVRAL AND I.ANDSCAPI! Pl.ANS.
-
~
Nn
' -
0 f0 20 40
I
GRAPHICAL SCALf
60
t----i--+------------l----i--t---+----11 SH4EET I CITY OF CARLSBAD I SHE8ETS I ENGINEERING DEPARTMENT ~:::::::.:~========~====-====: PRECISE GRADING AND EROSION CONTROL PLANS FOR :
. BRESSI RANCH
PARKS -PA9, PAt0, PA12, OS-2
'
10/05/C PDC AS-BUILT
EXPIRES 12-31-05 i.u~f A
DA TE INITIAL
GINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL g~DBJ~:
OTI-!ER APPROVA CITY APPROVAL RVWD BY:
PROJECT NO. DRAWING NO.
CT 02-14 413-7D
AS-BUILT J.N. 2407.50
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0 10 20 40 60 PLANNING AREA 10
GRAPHICAL SCALE
S'
: GRADE VARi£S
I 2-a· PVC (SOR-JS) s£E pf.AN
' .:;,:._.....---
SWALE CROBBING UNDER
I
CONCREIE WALK DETAIL
NO SCALE
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETli: IN A STANDARD SURVEY 11£1.l ON
ON cm T[Rl/NE w a CAMINO REAL
LOCATION: COUNTY W SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC
' '
EI.E:VATION: JH.407 M.S.l. DA nJM: i N. G. V.D. 29
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;.,
-----s._:_
Lor 357 Lor 358
NOTE:
Lor 19
P J-\ 11
FOR ADA PA11-/ AND ADDITIONAL
LANDSCAPE AND HAROSCAPE DETAILS SEE
ARCHITF:CnJRAL AND LANDSCAP( PLANS.
1'
PRomcrDPSJoNCONSULTANTS
PLINNll«J • llNVIIOWJ!lffAL • BNolNmlRINo • S111M!r/Oi'S
701 B Street, Suite 800, San mego, CA 92101
619-235-6471 F~ 619-234-0349
' DESIGNED DRA\11'1 PM ~· ~· "4·0"' 03--31-06
BY: BY: ~EVIi
c.C. •
GREGORY M. SHIElOS. R.C.E. 42951 DAll!: REG. EXP. DAll!: BW EC MW
.
SUR\'EY RE'IIEWI
\1-oFEss,
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C/V\\.
OF C/\\.1~
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PLANNING AREA 12 isl
FOR ADA PA 71-1 ANO ADDITIONAL
LANDSCAPC ANO HAROSCAPE DETAILS SEE
ARCH/TtC"fURAL ANO LANDSCAPE PLANS.
1,/4a/41
DATE
0
NII
' ~
10 20 •• 40
GRAPHICAL SCALE
60
1----1-----1------------1-----11...---l.--L-_JlsH5EErl~_c_1r_Y_o_F_c_A_R_L_s_a_A_o_lsHE8E~I ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR :
BRESSI RANCH
PARKS -PA9, PA10, PA12, 08-3
0 05/0 PDC AS-BUil T
DA TE INITIAL
GINEER OF ffllRK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL g~DBJ~:
OlliER APPROVA CHY APPROVAL RVWO BY:
DRAWING NO,
413-70.
AS-BUILT J.N. 2407.50
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PA B
Lor 192
PA B
Lor 193
PA B
Lor 194
PA 8
Lo1 193
PJ\ 8
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ON CENTE:Rl.lNE OF El. CAMINO REAL i
LOCAnON:
El.EVA nON:
COUNTY OF SAN DIEGO BENCHMARK OES/GNA noN NO. R1800 288+89EC
311.407 M.S.L.
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!
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LOT 298 ••
PJ\ 9
P.E. 398.6
V•f.)4'1' 03-31-06
GREGORY M. SHIELDS, R.C.E. ~2951 DATE REG. EXR. DATE
l ,
DESIGNED DRA~ PM SURVEY
BY, BY, RE~EW, REVIEW:
f .c.
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DATE
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Lor 302
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NOTE:
FOR AOA PA rn ANO AOOlnONAL
LANDSCAPE AND HAROSCAPE OETAILS SE€
ARCHITE:Cll/RAL ANO LANOSCAPE PLANS.
0 10 20 30 60 9.0
GRAPHICAL SCALE
1---1----11-------------+---+---+---+----t I SH6EET I CITY OF CARLSBAD I SHE8ETS I
:===:::.=:==E=N=G=I N=EE=R=IN:::::O=D:::::E::P A:::::R::TM::E::N::T==::::::'....:::==~
PRECISE GRADING AND EROSION CONTROL PLANS FOR :
0/05 09 PDC AS-BUILT
DA TE INITIAL
GINEER OF WORK REVISION DESCRIPTION
BRESSI RANCH
PARKS -PA9, PA10, PA12, 08'-2
DA TE INITIAL DA TE INITIAL OWN BY: ~ PROJECT NO,
CHKD BY:. . CT 02-14 011,ER APPROVA CITY APPROVAL RVWD 8Y: .
AS-BUILT
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J.N. 2407.50
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GRAPHICAL SCALE
NOTE:
FOR ADA PA Tff: A['ID ADDlnONAL
LANDSCAPf AND HARDSCAPf Dt::TAILS Sff
ARCHITt:CnJRAL ANO LANDSCAPE: PLANS.
BENCHMARK
!JO DcSCR/PllON: ..,~=R,.,,ASS=..,D=/Sl(~IN~CDN=CR=f=Tt:~IN~A~· =S=TA""ND=AR=O~SU=R~l£ccY'--'Fl\fl=L~ON~--
ON CfN TfRLINf OF a CAMINO RE:AL '
LOCAllON: COUNTY OF SAN DIEGO BENCHMARK D[SIGNAllON NO. R1800 288+89EC
aEVA nON: Jll.407 M.S.I.. DATUM: N.G. V.D. 29 --~-----
r: \[ngr\2407\parks\2401GR0-07.dwg 08/23/2004 12:50:20 PM POT
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Jd.a-~
·fR,omcrDFSioNCoNSULTANTS
P(ANNJNO • l!NVmllWllNrM. • &«liNEERlr«J • SURVBYIGl'S
7018 Stree~ Suite 800, San Dkgo, CA 92101
619-235-6471 FAX 619-234-0349
! DESIGNED DRA\IIN Pit
' BY: BY: Rr,IEWI
' :r-?M ' ~31-00 e.c.
' GREGORY M. SHIEIDS, R.C.E. 4295) DATE REO. EXP. DA TE BW EC MW
! !
S\JIMY Rr,IEWI
OPENSPACE2
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C(. Exp. 03-31-06 ;,;,
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"AS BUILT"
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lt,,/4t.l O '7
DATE
0/05/09 PDC AS-£31JILT
DA TE INITIAL
GINEER Of' WORK
I J65.a J
REVISION DESCRIPTION
[ 362.8 j
DATE INITIAL DATE INITIAL
Oll,ER APPROVAL CITY APPROVAL
I 359.1 I
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PRECISE GRADING AND EROSlON CONTROL PLANS FOR :
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PARKS -PA9, ~A10, PA12, 08-2
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CT 02-14 41.3-7D
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DESCRIPllON: _,B,,.,RA=S=S_,,D/=SK~tN~C=ON=CR=ETE~IN~A~·~s=TAN=D=A=RDc..,=!SLJ=R~\IE'~Y~IIEZ.=L~ON~--
ON CENIERLINE OF EL CAMINO REAt
LOCAllON: COUNTY OF SAN DIEGO BENCHMARK DESIGNAnON NO. RIBOO 288+89[0
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\ 523
IS SIEPS TREADS
7~6' RISERS
PER 01111. NO, PC 0404 (IYP.)
6 SIEPS TREADS
7~6' RISERS
PER Df\U NO. PC 0404 (IYP.)
---358 --:-:~~-:;:;;:-:--~::::
THERS
...s'-t-BENCHES BY THERS
EAR SWALE
(TYPICAL)
.,,
RIM 355.8
FL 354.5
7 SIEPS/TREADS
7~6' RISERS
FL 354.4
351.30
RIM 355.5
FL 354.1
$rA8ILIZEO CONSTRUCllON
____ -/;,,___ ENTRANCf;_ .P10ER~DE1TA;IL:,__----'350
ON SHEET! (fl'P.
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[ 351.4 ]
6+ CR
0 349.23 FL 348.73
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0 PR.OJECTDESIGN CONSULTANTS
l'INiNll«J • llNvDuiMBNrAL • ENaiNJlmllNo • SlllM!!'/OPS
701 B Street, Suite 800, San Diego, CA 92101
:< M. ss,,,.
t; ~
619-235-6471 FAX 619-234-0349
DESIGNED
>.s.a-~ 1"•~>-•t BV:
03-31-06
GREGORY M. SHIEi.OS. R.C.E. 42951 DA1£ REG. DIP, DA1£ BW
DRA\m RE,\,'tw: BY:
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EC MW
SUR\IEY RE\1EW:
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LANOSCAP£ ANO HAROSCAP( D£TAILS srt
ARCH/IECTVRAL ANO LANDSCAPt PLANS.
Ot •Z 0$ \ i\.DPE<> W/ITE,il, Llr,,~ 1'0 Po~~ 11.:OO'l LrJ m
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BRESSI RANCH
PARKS -PA9, PA10, PA12, OS-2 Ac!, ~ It -., _ 0 1
RCE"'1Zf5/ EXP. :,.-J}•IQ DATE I AP~OVED: LLOYD 8. HUBEl,S"!4 ~IRES !2-31-0, I ~~~=-:-=~~~--t::=Jt::==t==::=:=============l==t==t==t=l -~J½Me-,,o/;t'~~ttR ~ '.:r'fA" .
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AS-BUil T J.N. 2401.50
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