HomeMy WebLinkAboutDWG 445-2B; CUP 06-11; BRESSI RANCH PACIFIC RIDGE SCHOOL - PA 13; 01-10----------------------
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KEY MAP
. SCALE: 1 •~200'
KEY MAP LEG ND
----I
PR,Cr BOUN Y
SHEi'; UM/TS
SHEE NO.
SHEET INDEX
I . SHEET 1 ........................................... nn.E
1
SHEET, K Y MAP, LEGEND, NO/ES
SHEET 2 ......................................... GRA~ING AND EC/AL NOIES
SHEET J ......................................... STRIP/NG AND 1GNING PLAN.
SHEET 4 THRU 5 .................. , ......... .PREC/$ GRAD'JG PLAN
SHEET 7 ...................................... .PRl~1 TE SE~lfj WA /ER ANO STORM DRAIN PLAN
SHEET 8 THRU 9 ........................... HORlfONTAL CO('ITROL PLAN
SHEET 1~ ··: ................................. .,., .. £/?,ION CON,O(. PLAN
~%~~--~, ~~"~ ~f~ "c§:~
.._ -::--:~~-~
REFERENCE DRAWINGS: I
SEE DRAWING NO. 4{)()-8 FOR BRESSI JANCH RE1/DVIUAL STREET IMPRO'vf:MVIT PLANS.
SEE ORA WING NO. 4{)(}-BA FOR MASS QRADING A~D EROSION CONTROL Pl.ANS.
SEE ORA WING NO_. 4{)(}-8C FOR BRESSI. RANCH iSIDVIUAL STORM DRAIN PLANS.
SEE DRAWING ND. 4<)()-8£ FOR BRESSI RANCH FVERT! IMPRO'vf:MENT PLANS.
SE£ DRAWING NO. 4{)(}-Bf FOR BRESSI :RANCH FU.RTE GRADING PLANS.
SEE DRAWING NO. 400-BK FOR BRESS/ RANCH R'( STORAGE LOT PLANS.
SEE DRAWING NO. 41J-2_ FOR BRESSI ~_ANCH PA}2. /1,j. P_ RO',fMENT PLANS.
SE£ DRAWING NO. 41J-2A FOR BRESSI RANCH P'I 12 GRADING PLANS.
· SEE ORA WING NO. 405-88 FOR EL FVF:R T£ R(CLA,IMEO WA IER MAIN PLANS.
SE£ DRAWING NO. 445-2 BRESSI RANc/,1 PA-IJ PAC/AC RIOCc SCHOOi.. IMPRO'vf:MVITS PLANS.
SE£ DRAWING NO. 445-2A BRESSI RANCH PA-1J PAC/AC RIDGE SCHOOL ROUGH GRAOING PLANS ~~~~::1:: = •-= w ·~ ·-~-
SE~R--------------CITY OF q1RLSBAD
STORM DRAIN---------CITY OF (l,4,RLSBAD
GAS ANO ELECTRIC------SAN DIEGO: GAS <k !CTRIC
TfLEPHONE-----------SBC TfLEPf/ONc
CABLc r.v.-----------ADELPHIA qABt.EWSIO
s;;URCE-O;~~#;~iPHY
I TOPOGRAPHY SHOWN ON THE$ Pl.ANS WAS GENERA TEO THROUGH SURVE:Y
SH_OTS GA THEREO ON_ OCTOBER 24. 2Q08 B_ Y P~O,£C1DESJGN CONSULTANTS AND ROUGH GRADING PLANS O WG. Na, 445-lA. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NA noNAL MAP ACCUR1CY STANJARDS.
REQUIRED rREAT
1
ENT CONTROL BMP TABLE
BIOSWALE GRASS SWALc
HOS LOGAL cos
HOS RV LOT CDS
PR ACUISIUO~/
LATTfl? DAY SAl/iTS
LENNAR
YES
mj(O #9 J7CJ4J791
CON1muqni PRIORITY: 1:JJfJi
'
N/A
N/A
P:; .3336\ENG. \YLANS\GRADING_Pre-cise\.3.336GR-PGP01 .d[g.4/18/2007 11: 43: 55 AM
MONTHLY OR
AS NEEDED
MONTHLY OR
AS NEEDED
MONTHLY OR
AS NEEDED
PRECISE GRADING AND EROSION CONTROL PLAN:
BRESSI RANCH -PACIFIC RIDGE SCHOOL
PLANNING AREA 13 -PARCELS 2 AND 3
N
ALOMAR
VICINITY MAP
NOT TO SCALE
PRELIMINARY SOILS REPORT
B~ LEIGHTON AND ASSOC/AIE~ INC. DA/ED AUGUST 4, 2()()/j
ASSESSOR'S PARCEL NO.
PARCEL 2: 21J-122-08 AND
PARCEL J: 21J-122-09
IMPORTANT NOTICE
PROJECT SITE
SECUON 4;/1/J/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT
IOENUACA noN NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVA 7c• WILL BE
VALID, FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDmGROUND SERWCE ALERT:
TOLL FREE 1-800-422-4133; TI\O IIORK/NG DA iS BEFORE YOU DIG.
BENCHMARK
DESCRIPUON: BRASS DISK IN CONCRETE IN A STANDARD SURVE:Y MIL ON
ON CVIIERUNc OF EL CAMINO REAL
LOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA nON
NO. R1800 288+89EC
E1£VAUON: Jtt.407 M.S.L DA TUM: -"'-''-'-'-'---"-'-=-----
OWNER/DEVELOPER
PRS ACQIJISIUON ANO CONSTRUCUON, LLC.
A CALIFORNIA LIMIIED UABIUTY COMPANY
12750 HIGH BLUFF OR/Ve S-200
SAN DIEGO, CA. 921JO
(877) 84J-4424 OFFICE
(858) 79J-0157 FAX
CONTACT NAME: PH/UP D. HITCH
nTLE: PRS ACQIJISIUON ANO CONSTRUCnON, LLC. MANAGER
,,~ e '24' ~~
N.G. V.D. 29
"DECLARA TlON OF RESPONSIBLE CHARGE"
I HEREBY DECV.Rc THA r I AM TH£ f:NG/NEER OF IIORK FOR THIS PROJECT, THAT I HA Ve EXERCISED
RESPONSIBLE CHARGE O\£R TH£ DESIGN OF THE PROJECT AS DEFINED IN SECllON 670J OF THE
BUSINESS AND PROFESSIONS COD£, AND THAT n-lE DESIGN IS CONSISIENT NIH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIACAUONS BY TH£ CITY OF CARLSBAD
DOES NOT REllEVE ME, AS VIG/NEER OF IIORK, OF MY RESPONSIBIUUES FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSULTANTS
ADDRESS: 701 B STREET, SUITE 800
CITY, STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE:: (619) 2J!J-6471
BY: B, _)., -~
GREGORf¾. SHIELDS
LEGEND: (CONT.)
ITEM
EX/SllNG PRNA T€ COS
STANDARD
EX/SUNG STREET UGHT . . ..................... .
SYMBOL
2~
:o:!
EX/SllNG FIR£ HIDRANT . . ..................... .
EX/SllNG 20' PVT. OWY F£R PWG .. 145-z · · · · · · · · · · · · · · · J~-.. ½
TRASH ENCLOSURE . . . . . . · · fel'-.. lANPS{;Af{j PlltNS · · · · &Y;(~
TURF CRETE PER Dl+G. NO. 445-2M .................. .
EXIST. $WI( PER Ol+G. 445-2 . . . . . . . . . . . . . . . . . . . . . .
C C/JT a Fill L/Nli . . . • .• ___ ... _ ..• _ . _ _ _ .... ------F
PRCPOS[O SJOEWA LK PtR LIA PlA/./S I I I
SOILS ENGINEER'S CERTIFICATE=
/, Will/AM 0. OLSON , A REG/SIERED CML
ENGINEER OF TH£ STA TE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN TH!
FIELD OF APPLIED SOIL MECHANIC~ HEREBY CERUFY THAT A SAMPLING AND
STUDY OF TH£ SOIL CONOIUONS PREVALENT 'MTHIN THIS SITE WAS
MADE BY Mc OR UNDER MY 0/RECUON BETWEEN THE DA /ES OF
DECEMBER 2005 ANO
FEBRUARY 2007. TI\O (2) COMPLET! COPIES OF TH!
SOILS REPORT COMPILE{) FROM THIS STUDY, WITH MY RECOMMVIDA noN~ HAS
BEEN SUBM/nfO TO TH£ OFFICE OF THE CITY ENGINEER. FESS
'D.
DATE: «.,o ~
.. ~,,~-(C) R.C.E. NO.: 4528J
UCENSI! EXP/RA UON DA TE: 09-J0-08
LEGAL DESCRIPTION
PARCEL 2 ANO J OF CARLSBAD TRACT MS 04-19, IN TH£ CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA, ACCORDING TO
MAP NO. 19958 THEREOF ALEO IN TH£ OFF/Cc OF THE COUNTY RECORER
OF SAN DIEGO COUNTY ON MARCH 27, 2006.
PROJECT LOCA TlON
THIS PROJECT IS LOCA /ED 'MTH/N ASSESSORS PARCEL NUMBER(S)
21J-122-08 AND 21J.-122-09
TH! CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
1990-6252 (LAMBERT COORDINAIES J-1$-1696)
OWNER'S CERTIFICATE
"' ......... -2 Ex:,.,. ,.,;
!">
C'IV!~
I (H.£) HEREBY CERllFY THAT A RfG/STEREO. SOILS Vlf,i/NEE:R OR G{OLOGIST HAS BEE:N OR WILL
81! RETAINED TO SUPER\.15€ OVcR-AL GRADING ACll',fTY ANO AD\.15€ ON THE COMPACUON
ANO STABIUTY OF THIS SITE.
ABBREV/A TlONS
IE . . . . . . . . . . . . . . . . . . . . . . . . . . . INVERT ELEVA nON
AC ......................... .
rs ......................... .
fl.
SW.
TC.
FG ......................... .
TW ...................... ..
Tr ......................... .
BB.
CO ......................... .
TD ......................... .
EARTHWORK
CUT: Z,6trJ C. Y.
ALL: 5,050 C. Y.
EXPORT: e,110 C. Y.
.ACRES
. AN/SHED SURFACE
.now UN£
. GRADED SWALE
. TOP OF CURB
. AN/SHED GRAD£
. TOP OF WAL
. TOP OF FOOUNG
. BROOKS BOX OR SIMILAR
. SEl\£R CLEANOUT
. TRENCH DRAIN
--•_,. _,., .-•·;.,,,.,--... --.~~-···-.,:·: .. _.,. ___ -.-· ____ , ,:_."."', ~" -"-.', .. ~ ' . .., ,! ,..-.., I: ,. .::· {
WORK TO BE DONE1
TH! IMPRO'vf:MVIT IIORK SHALL CONSIST OF TH! CONSTRUCllON OF ALL CUTS ANO ALLS, REMEDIAL GRADING, DRAINAG! .
FACIUU~ EROSION CONTRQ FAC/UllES, ANO PREPARAUON OF AS-BUILT PLAN~ AS-BUILT GEQOGIC MAPS ANO REPORTS, ALij
AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO CITY STANDARDS. SPECIACA noN~ REWIREMVITS, REsaUnONS ANO '
ORDINANCES Cl/ED ON THESc PLANS.
TH! IMPRO'vf:MVIT ~RK SHALL Be PERFORMED IN ACCORDANCE w,m THe: FOLLOWING
DOCUMENTS, CURRENT Ar TH£ TTME OF CONSTRUCnON, AS DIRECIEO BY m,: CITY VIG/NEER.
1.
2.
J.
4.
5.
6.
7.
8.
9.
"·
12.
CARLSBAD MUNICIPAL COD!.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
THE STANDARD SP£CIACA nets FOR PU8LIC IIORKS CONSIJIUCUON (GREEN BOOK). '
' TH! SOILS REPORT nTLEO "AS-GRADED REPORT OF MASS GRADING Pl.ANNINO AREAS PA-1J, PA-14, ANO A PORnON OF,
PA 15~ BRESSI RANCH, CARLSBAD, CAUFORNIA" PREPARED BY LEIGHTON ANO ASSOC/A /ES DA IEO SEPTEMBER 17, 2004-. TH£
'GEOIECHNICAL UPOAT£ STUDY PARCELS 2 THROUGH 4 OF PLANNING AREA 1J, BRESSI RANCH, CARLSBAD, CALIFORNIA' i
OAIEO AUWST 4, 2008 PREPARED BY LEIGHTON ANO ASSOC/A/ES, ANO THE "GEOTHECNICAL RESPONSf TO CITY OF I
CARLSBAD REVIEW COMMENTS ANO ADDENDUM RECOMMENOA UONS FOR THC PROPOSED D€VELOPMENT OF TH£ PAC/AC RIOGf:
PR/VAT! SCHOO. PARCEL J THROUGH 4 OF BRESSI RANCH PAIJ CARLSBAD CALIFORNl..:'BY LEIGHTON ANO ASSOC/A/ES !
DA 7EO NO'vf:MBER J, 2008. '
TH! SAN DIEGO AR!'.A REGIONAL STANDARD DRAWINGS ANO AS MAY 81! MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS.
THE CARLSBAD MUNICIPAL WA/ER DISTRICT STANDARDS AND SPECIF1CAUON FOR RECLA/MEI> WA/ER.
ENWRONMfNTAL APPROVAL DOCUMENTS DAIEO 12/1'/98.
TH£ CAUFORNIA DEPARTMENT Of TRANSPORTA nON, "MANUAL Of TRAmc CONTRQS FOR ___t
CONSTRUCUON ANO MAINTENANCE WRK ZONli".
TH£ STORM WA/ER POLLUnON PREVENnON PLAN (SIWPP) PREPARED BY PROJECT DESIGN _CONSULTANTS DAIEO
OCTOBER 5, 200t1.
STORM WA 7ER MANAGEMENT' PLANS (S~P) PREPARE(] BY PRO.£CT DESIGN CONSULTANTS OA IED MARCH 2007.
THE CALIFORNIA STORM WAUTY ASSOC/A nON (CASQA). STORM WA /ER BEST MANAGEMENT PRACnCE:. CONSTRUCllON
HANDBOOK ANO STA TE OF CALIFORNIA DEPT. 0, TRANSPORTA UON, CONSTRUCUON SITE BEST MANAGEMENT PRACUCES
(BMP) MANUAL.
LEGEND:
ITEM ,-STANDARD SYMBOL
PROJECT BOUNDARY. ----
AN/SHED CONTOUR ............................ -2J0-
AN/SHED SPOT ELEV. . . . . . . . . . . . . . . . . . . . . . . . . . .
RETAINING WALL . . . . . . Pf:R ROUGH GRADING 011-U 44$-ZA . . . .
LANDSCAPc WALL ............ PER LANDSCAPC Pt.ANS ... .
SIEEL FENCE . . . . . . . . . . . . PER LANDSCAPC Pt.ANS . . . .
SLOPE. . . . . . . . . . . . . . . . . . . . . . · · · · · · · · · · · ·
17,170 SF. .... ft AC PAWNG .. •'. , ........... I GS-1 AND GS-17 ... .
45 EA. .AREA DRAIN. ! ........................... .
8 EA . .12•x12• BROOKS BOX OR SIMILAR> l fA. l~XI~. IJP.rJM ~X .. .
1 EA . . TYPC 'f' CATCH BASIN ........ SORSD D-7 ......... .
259.0
-0----0--0---
::@:I ~~
I · · ·•· ·· I
® m
a
2 EA . PEDESTRIAN RAMP .......... SORSD G-27, .G-,JO ..... .
352 lF. . . . PR/VA Tc 'NA /ER UN£ (2" P\.t') . . . . . . . . . . . . . . . . . . . . . ~-'NJ_ ----6--s-+-28' lF. . . PR/VAT! SE~R UN£ (IJ" P\.t') · · · · · · · · · · · · · · · · · · · · ·
6'= 920 LF. . . .PVT. STORM DRAIN PIP£ (Sile PER PLAN) . . . . . . . . . . . . . .
J"=25 LF 4'=1,120 lF 8" = 19fi LF
--SD--$---l-
i 26 lF . . . PROPOSED PVT. 18 • RCP STORM DRAIN. . ............. . ,__ ---=O ---
5 EA ..... SEl\£R CLEANOUT ............. I S-6 . 01---. .;;.,
81/J lF ..... 5" CURB AND WTTER ........ SORSO G-2 .
1082 LE .... /J" CURB ............... SORSO G-1 .
942 lF ..... /J' CONCRETC BERM ......... SORSO G-5 r.rPc B ..... .
J1 U: .... &• RtXLEO CURB .........•..................
381 lF ..... /J" RED',',000 HEADER. ....... _ ................. .
PROPOSED GRADED SWALE. . . . . . . . . . . . . . . . . . . . . . . . ----
'
'
2000 SF. . . .PROPOSED BIO S'NALc . . . . . . . . . . . . . . . . . . . . . . . . =:t:> ~
EX/SUNG CONTOUR. . . . . . . . . . . . . . . . . . . . . . . . . . . . -----2so-
EX.BI.ADEOSWALE .......................... .
EX. CONG. BROW DITCH . . . . . . . SORSO 0-75, TYPE· 11-••.•. ... )
EX. RIP RAP. . . . . . . . . . . . . . SORSO 0-#J . . · · · · · · · · g
EX/SUNG SEOCR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~5---,:,---t-
EXISUNG WA/ER .............................. --W ---+
EX/SUNG RECV.IMED WA /ER . . . . . . . . . . . . . . . . . . . . . . . RW---,
EX/SllNG STOR/.1 DRAIN . . . . . . . . . . . . . . . . . . . . . . . .
I . . . . . . DENO/ES CITY OF CARLSBAD STANDARD ORA WING
SORSO . . . . . . SAN DIEGO REGIONAL STANDARD ORA WINGS
NOT£: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
UNLESS OTHER WIS. IND/CA IEO. FOR ADOIUONAL EROSION CONTROL LEGEND ITEMS ANO NOIES
SEE SHEET 10.
"AS BUil T" f~ANtl!_Nx DEPARTMENT APPROVAL ~ ~ DATE: -f" /2.'1 /07 DON Nf:U L.D l A ,,.,.. ,
PLA iN DiRtCTOR /:M13 A--' 4 'D~TE
--~~' -~-"-:-,-::_-:_-:_ ___ DATE: ~ /t<f/07 ~RC::E:....::1::::Z:::::9:::::IJ:::::1 =-~E~X'.::P·=J·=':::::l•::::tJ::::S=._-,_
REVljWED BY: // ,-'
A,Adj/j (,/4_• RECOMMENDED BY:
(PRINT NAME) DATE
'
RCE 42951 REG. EXP. OJ/J1/08 !SHEE1l CITY OF CARLSBAD t----t----+---------------11----t---;---,1----1 Ll_j ENGINEERING DEPARTMENT
. VIGINC(R OF OORK
PROJECT DESIGN CONSULTANTS
Planning I Land:mipe Architecture f Environmental I Engineering I Survey
701 B Street, Suite 800
619.235.6471 Tai
San Diego, CA 92101
619.234.0349 Fax
No. 42951
Exp. 03-31-08
PRECISE GRADING AND EROSION CONTROL PLAN fOR:
BRESSI RANCH
PACIFIC RIDGE SCHOOL-PA 13
APPROVf.DYj,__/ "/ •-_ D~/t~•'.Jo~/GINEER
"DA"Vl"'O'A.-H"'A:i=:USER~-4P(~330""6,,-1 --.'-.EXP=-. .:5 ,.,.,,.. DA 11 <J·tr-o Pl1C AS-WILT
t-c-D-,-A r=E,-i-,,INcclTI=-A77L-t-~~~-----------t-D::-A:c:TE=· ,-,,-IN::::ITI::-:Ac-L-t-=-DA-:-:TE==-"'1NcclTI::-A:-:--tL DWN BY: €C r<GF' PRO,JECT NO. DRA WINO NO,
GINEER ~ WORK REVISION DESCRIPTION OlllER APPROV CHY APPROVAL ~~ ~~;--l CUP 06-11 445-28 ,
070607
' .
I )
'
' ' . ' ( ' ' ; '
(I.N ADDI' TION ro TI-IE REQUIREMENTS OF'CHAPlcR. '.'·'6 OF' TI-IE CAFLS8 •. 'AD MUNICIPAL C E.) ' • : I ! ' I. TI-1/S SUPERSEDES ALL OTI-IER PLANS PRE'v10USI+ y APPROVED ~'( TI-/£ CITY OF
I CARLSBA RfGARDING GRADING SHOWN ON TI-1/S SET OF PLANsj :
I . I .
~i APPROVA OF TI-1/S PLAN DOES NOT LESSEN OR WNW ANY P08nON OF' THE CARLSBAD
, . MUNICIPA COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITYl1: STANDARDS OR OTHER
, ADDITIONA~ DOCUMENTS us' 1£0 HEREON A'S TI-IE'Y MA. Y PERTAIN T()' 'THIS PROJECT.' TI-IE ENGINEER JI/ RESPONSIBLE CHARGE SHALL REVISE TI-IES! PLAN 'M-lf/1 NOii-CONFORMAi/CE I IS Dl5COVfREO; ' ' • 1 ' •
y. CITY APP~OVAL OF' PLANS DOES I/OT RfLlfW TI-IE 04'VfLOPER pR f;NGINE:ER-OF'-I\ORK
FROM RE:SfONSIBILJTY FOR THE CORR[CTION OF' E:RROflS AND OMISSIONS 0/SCOVERE:O DURING
CONSTRU,TI0/1, ALL PLAN REVISIONS SHALL BE PROM·,· rllY.SUBrlT1£.0 TO /Hf CITY ENG/1/ffR FOR APP. OVAL. • · ·
i 1 '
4j \, A RIGHT-f)F'-WAY PfRMIT FROM TI-I( CITY fNG/NffR WILL Bf RF;QUIRE:O FOR ANY I\ORK Ill
I : TI-/£ PU~C RIGHT OF' WAY. PRIOR TO PERMIT ISSUANCE, A CfR,TifJCA TE OF INSURANCE
MUST BE LEO 1/AM/IIG TI-IE CITY Of CARLSBAD AS AN ADDl[AL INSURE:O ON TI-IE
PfRMIT1£ ·s POLICY Ill TI-IE MINIMUM AMOUNT OF 11'.~.0DO. FOR [ACH OCCURR[I/CE Of
LIABILITY. TI-IE INSURANCE COMPANY WRITING TI-If: Pqff!, MUST,HAVE: A RATING OF "A" ANO
A ~ZE: C !£GORY OF' CLASS V AS ESTABLJSHE:D BY, . BESTS" K 't' RA TING GU/Of:. k UNLESS fMP1£0 BY SECTION J01.(b)5 OF' /Hf: UNIFORM BUIL ING; CODf:, RETAINING WALLS
j, OUTS/0£ PUBLIC RIGHT OF WAY R£QUIRI! SEPARAIE P£RMI .FRQM TI-/£ BUILDING ~ ;~;;;~,J~M~~f,ltTIL ALL PERMITS HAW BE:E:N OBT~INED FROM TH£ CITY AND
~. APPROVAi OF TI-IESE PLANS BY TI-I( CITY [NG/NEER DOES NOT AU7r!ORIZE ANY !\ORK OR ! ' GRADING ro BE PfRFORMED UNTIL TI-If PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINW
• AND A VALID GRADING PERMIT HAS BEEi/ ISSUED. · I I :
NO RE:V1J11s WILL Bf MADE TO /HES£ PLANS Wlrnour TI-IE Y/l?IT1£N APPROVAL OF TI-IE
CITY ENGl~fER, 1/0IED WITI-111/ TI-If Rf\l/S/011 BLOCK, ON THE APPROf'RIA IE SHEET OF THE
PLANS A1D TI-IE TI Ill! SHEET. . . ' ;
~
• ORIGINAL ~RAWINGS SHALL BECOM[ THE PROPERTY r TI-IE Cl /)~.OIi Bf/NG SIGNED BY THE
11 Cl TY ENGi EER. !
1 THE. ORIG/ AL DRAWING =AL' B" RE\IIS£0 TO RITT""T AS-BUI T 60N. DITIONS. BY TI-IE jT E;NGINEERrOF-1\0RK PRIOR i"o FINAL ACCEPTANCE 'f rnr w K eY mr CITY.
,l ACCESS iOR FlRE AND 01H[R EM[RGENCY \£HIGLE~ SHALL BE MAINTAIN[D TO 11-!E PROJECT I SITE AT I LL TI.\IES DUR/NG CONSTRUCTION. ' ' I •
1~. 'MIER£ ENCHE:S AR[ 1\111-1/N CITY £ASEMOITS, A SOILS REPO~T C()MPRISED OF': (A)
SUMMAR SHEfT, (B) LABORATORY !\ORK SHEE:TS Af!O (C) CQl.ff'ACTION CURVES. SHALL BE
SUBMIT!£ BY A PROFfSS/01/AL OIGINE:ER OF 1H£ Sf A IE OF Cf'.LJFORNIA, PRINCIPALLY DOING
BUS/NE IN 1H£ FIELD OF APPLIED SOILS MECHANIC~ 1HE $OILS RE:PORT WILL Bf:
SU.BM/Tl£ TO THE CITY ENGINE:ERING INSPECTOR I\IIHIN TI\O {f) !\ORK/NG DA )S OF 1HE
COMPLETif/1 OF FlfLO lESTS. I
7::,.;1· ~Egg~iia~r;tJ~11,Jift:fi~',f#;f~MJi~A~i$ORYE/',C:l'JJ:Jt~~:~l°!i'i~R~J&
OF A BUI ING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DON£ UNDER 1H£ DIRECTION
OF A PR ESSIONAL ENGINEER OF TI-/£ STAIE OF CALIFORNIA PRINCIPALLY DOING .BUSINESS
IN 1HE FlflO OF APPl,,IEO SOILS MECHANICS. ALL FILL OR f1JTU{?/J FILL AREAS SHALL BE
CONSTRUflED Ill ACCORDANCE 111TH 1H£ CITY OF' <;ARLSBAD S,TANOARO SPECIF1CA TIONS AND
me: 'EAR!TI-11\0RK SPEC/FICA TIO/IS" ATTACHED 'TO' IH,£ PRfLIMIIIAR·Y·SOILS /NVESTIG'A TION.
I DAILY Fl O COMPACTION REPORTS WILL BE SUBMl,D TO IH1 PRO.£CT INSPECTOR.
1:1-A PRE CO. STRUCTION MEETIN SHALL BE HELD AT 1HE: SIIE PRIOR TO TI-IE BEGINNING OF
/1/SPECn , SUPERVISION, 1ESTING AND ALL 01HER ASPECTS 1HE !\ORK. TI-IE
CONTRAC[OR SHALL REQUEST A PRECONSTRUCTION .MEETING Bf CA,LUNG 1HE INSPECTION
LINE AT (760) 438-3891 AT LEAST FIVE (5) I\ORKING DAYS PRIOR: TO STARTING
CON. STRU{TION, 1HE COi/TRACTOR 1'1LL TI-IEN BE ~.l TAC1£0 B'y .1H£ PRO.£CT INSPECTOR TO
COORDIN IE A DA TE ANO TIME FOR 1H£ PRECONSTRl,JCTION MEETING. APPRO'vfD ORA WINGS
MUST BE AVA/LAB'--£ PRIOR TO SCHEDULING, THE GRADING PERMIT fl'ILL BE PROVIDED BY 1HE
PROJECTi'NSPECTOR AT THE MEETING. I I
1 • ALL INSPECTION RE ESTS OTHER THAN FOR PRECONSTRUCTIO~ MEETING WILL BE MADE BY
NSPECn IS N ED O IN SPEC nONS 1'1LL BE MADE THE NEXT v,,JR/( DAY UNLESS YOU 1 REQUEST 01HERI\IS£, REQUESTS MADE AFTfR 2: 00 P.M. WILL ~E SCHEDULED FOR TI\O (2)
•. f1JLL I\O K DA)S LATER. I I
, • 1HE OWi.JR ANO/OR APPLICANT THROUGH 1HI! DEVELOPER AN6/0R CONTRACTOR SHALL
DESIGN, 9()1/STRUCT AND MAINTAIN ALL SAFETY DEVICES, INCL(,/0/NO SHORING, AND SHALL
8£ SOI.fl/ Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ST.1Tll' AND FEDERAL SAFETY AND
i I HEAL TH r TANDAROS. LAWS ANO REGULATIONS. , I •
~.·. r· 1HE CON~ACTOff SHALL CONFORM TO LABOR CODE ,SECnON ~705 BY SUBMlmNG A DETAIL
PLAN TO TH£ CITY OIGINEfR AND/OR CONCERNED .,\GfNCY SHf.)1'1NG 1HE DES/GI/ OF
SHORING, BRACING SI.OPING OR OIH[R PROVISIONS TO 81! MA~ Of I\ORKER PR01ECTION
FROM 1H~ HAZARD OF CA \I/NG GROUND OUR/NG 1HE EXCAVA TI()M OF SUCH TROICH OR
TRENCHE1 OR DURING THE PIPE INSTALLATION IH[REIN. 1HIS Pl.AN MUST BE PREPARED FOR
ALL TRE~CHES Fl\lE: FEET (5J OR MORI! IN DEPTH ANO APPRo,'vro , BY 1HE CITY OIGINEER
AND/OR CONCE:RNED AGENCY PRIOR TO EXCAVATION( If 1HE P/,AII VARIES FROM 1HE:
SHORING I S>SlEM STANDARDS ESTABLJSHW BY 1H£ CONSTRUCnON SAFETY ORDER TIil£ 8
I
ENGINE£ AT 1HE: CONTRACTORS EXPENSE. A COPY OF 1HE O ,:I ,EXCAVATION PERMIT MUST
BE SUB T1EO TO 1HE INSPECTOR PRIOR TO E:XCAVA TIO/I,
r.. NO BLAS,TING SHALL BE PERFORM£D UNTIL A VALID /]LASTING fERli/lT HAS BEEN OBTAINW
OF 1HI! CHEDULING OF BLASTING OPE:RA TIO/IS. . FROM l CITY OF CARLSBAD. SUBMIT APPL/CA TIO// IFOR BLAS,TING' PERMIT WfLL Ill ADVANCE
19, IF ANY CHAEOLOGICAL RESOURCfS ARE DISCOVERED l\ln-111/ ,ANY !\ORK AREA DURING
CONSTR r;TI0/1, OPERATIONS WILL CEASE IMMEDIATfLY, AND 1HI! PERMIT1EI! WILL NOTIFY TI-IE
CITY ENqlNEER. OPERATIONS WILL NOT RESTART UIIT/L 1HE PfRMlmE HAS RECEIVED
WRIT1£/I fUTI-IORITY FROM 1HI! CITY OIGINEER TO 0? SO. J .
ALL OPf~A TIO/IS CONDUC1ED ON 1HE SITE OR ADJACENT 1H £TO; INC!.UDING WARMING UP,
REPAIR, ARRIVAL, DEPART!JRI! OR OPERATION OF' TRUCKS. EAR,IHM0\1/NG EQUIPMENT,
CONSTRUCTION EQUIPMENT ANO ANY 01HER ASSOCl,i 1£0 GRAD/NO EQUIPMENT SHALL BE
LIMITED fo 1HE PER/00 BETWEOI 7; 00 A.M. ANO Sl{NSET EAClf DAY, MONDAY TI-IRU FRIDAY
ANO NO EAR1HMO\IING OR GRADING OPERATIONS SHALL BE CO('IDUC1ED ON f'EEKENDS OR
HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE.AT 1HE OIIGINEERING DEPAR™ENT
CQIJI/TER,)
'
'·,. f' 1. ALL SI HAUL 1ES SHALL BE SUBM mo 8 TI-II! NTRA R TO E Cl NG/NE
APP OV. L TI\O 2 FULL RK/NG DAYS PRIOR 1i BEG/NI/IN Of RK
I ,
GRAD/NO NOTES (cont.)
26. ALL SLOPES SHALL 8£ TRIMMW TO A flNISH GRAD£ TO PRODUCE A UNIFORM SURFACE AND CROSS
SECTION. TI-IE SITE SHALL BE LEFT IN A NEAT AND ORD£RLY CONDITION. ALL STONES, ROOTS OR OTHER
DEBRIS SHALL BE REMO\£D ANO DISPOSED OF AT A SI Tl APPROVED OF BY THE CITY [NG/NEER.
27. ALL St.OPES SHALL BE /RR/GA 1£0, STA8/LIZ£0, PLA/11£0 AND/OR H'rVROS[EDED I\ITHIN 1EN (10) DA )S OF
THE TIME 'MIEN EACH St.OPE IS BROUGHT TO GRADE AS SHOWN ON 1HE APPRO'vfD GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SI.OPES AND PADS AS REQUIRED BY 1H£ Cl TY OF
CARLSBAD LANDSCAPE MANUAL, TI-IE LANDSCAPING PLANS FOR 1HIS PROJECT, DRAWINGS No. 44!J-2L
ANO H5-2M, AND/Off AS DIREC1EO BY 1HE CITY ENGINEER OR PLANNING DIRECTOR.
4'
SPECIAL NOTES (CONT.)
11. IMPOR1EO FILL MATERIAL SHALL BE OBTAINED FROM A LEGAL SllE.
12. ALL CUT ANO FlLL SlOPES SHALL BE PLAN1ED I\IIH A MIXT!JRE OF TREES, SHRUBS, AND
GROUND COVER TO CONTROL EROSION. stOPE LANDSCAPING SHALL 81! INSTALLED FOR 4.P~fil
J4'
JO' GUE
15'
6'
Mil/ •
15'
FG O Cl.
PER PLAN
GUE
STRUCllJRAL SCCTION PER
r1----CITY Of CARLSBAD
STAI/OARD SPfCIFICA TIONS
MIi/. 4• AC/4" A8
6" HEADER
R/W
10'
4,5' 3.5'
119'
47'
Jl'
.ARC H'IVRANT I S SHOVt/1 ON s
R/W
42'
Jl' 5'
. 29. TH£ OWNER/APPLJCANT SHALL INSURE: THAT ALL CONTRACTORS SHALL COORDINATE THE !\ORK OF TI-l[SE
GRADING PLANS I\ITH n-lAT SHOWN ON BOTI-1 me LANDSCAPE AND /RR/GA TIO/I PLANS AND 1HE
IMPROVEMENT PLANS AS REQUIRED FOR n-llS I\ORK IN ACCORDANCE I\ITI-1 lHE LANDSCAPE MANUAL TIME
R[QUIREMOITS.
PERPET!JAL MAIN1ENANCE OF THE PLANT LIFE USED FOR st OPE STAB/LIZA TION.
1J. OUST CONTROL MEASURES, SUCH AS THE PERIODIC f'ETTING DOltN OF THE BARI! AND
EXPOSED AREAS. SHALL BE UTILIZW AT ALL TIMES DURING CONSTRUCTION TO 1HE
SATISFACTION OF 1HE PUBLJC I\ORKS AND/OR BUILDING INSPECTORS.
6" rrP.,-'-'-VARIES * 7' MIN. SEE PIAN
--~
UNDERCUT PER
WA n:R SCM£R (C-900) SOILS ENGINEER'S
RECOMMENDATION
· , llfANOERl:rr
.a TRAIL ~ I JO. STORM DRAIN PIPE SHALL BE REINFORCE:O CONCRE:TE PIPE 111TH A MINIMUM D-LOAD OF 1,350 OR
ASBESTOS CfMOIT PIPE I\ITI-1 A MINIMUM D-LOAD OF 2,000. FOR PR/VA TE STORM DRAINS, PIPES UP TO
75• PVC MAY BE UTILIZED PROVIDED DEPTI-1 IS LESS THAN 15 FEET ANO BACKFILLED 1\1711 J/4' ROCK
PER SDRSO S-4 TYPE •c• AND PIPE MEETS ASIM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIPE.
f,f., ALL MAJORS St.OPES SHALL BE ROUNDED II/TO EXISTING SI.OPES TO PRODUCE A CONTOURED
TRANSITION FROM CUT OR F1LL FACE:S TO NAT!JRAL GROUND AND ABUmNG CUT OR FlLL
FROM STA. 3f12.28 TO 3f55.97
SIDEWALK 0/DS AT STA. J+48.6' VARIES O' TO J' 10' . :s' 6" TYPe: "G" CIJf/B
di GUT/ER '
GUE: JO' GU/£ JI. 'MIERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF TI-If: GRADING OPERATION, IT SHALL
BE REMOVED WITI-1111 TWENTY FEET OF BUILDING OR STREET AREAS ANO RfPLACfD 1\1711 PROPERLY .
COMPACTED SOILS. IN OTHER AREAS. 1HE PIPE WILL Bl! PLUGGED I\IIH CONCRETE OR REMOVED AS
APPROVED BY 711E Cl TY ENGINEER.
15. r/:if[6NTRACTOR AGREES 1HAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING 711E COURSE OF CONSTl?UCTION OF THIS PROJECT,
INCLUDING TI-IE SAFETY OF ALL PERSONS AND PROPERTY. THIS R[QUIREMENT SHALL
APPLY CONTINUALL 't' AND NOT BE LIM/1£0 TO NORMAL I\ORKING HOURS. 1HE CONTRACTOR
SHALL DUENO, INDEMNITY ANO HOLO THE OWNER, THE ENG/NffR AND TI-IE CITY HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGE:D, IN CONNE;CTION 1\1711 THE PERFORMANCE
OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM 1HE SOLE NEGLJGE:NCE
OF /Ht OWNER, ENGINEER OR CITY.
15'
VARlfS 27' TO JO'
VARIES 12' TO 15'
STRUCllJRAL SCCTI0/1 PER
CITY OF CARLSBAD
STANDARD SPEC/fJCA TIO/IS
, SCHER
PUBLIC EXISTING EL FUERTE 8/Ht::ET
,i------/,1,/N. 4• AC/4" A8 PER DIIQ. No. 400-8£
Tl1'JCAL SCCTION NOT TO SCALE 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER
GROUND) I\IIHIN TI-IE PROJECT SIIE SUffiCIENllY AHEAD OF GRADING TO PE:RMIT 1HE REVISION OF 1HE
GRADING PLANS IF IT IS FOUND THAT 1HI! ACT!JAL LOCA TIO/IS ARE IN CONfJJCT I\IIH THE PROPOSED I\ORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFEC1ED UTILITY COMPANIES (SEE BELOW) AT LEAST TI\O (2) FULL
!\ORK/NG DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE 1HE I\ORK
1\1711 A COMPANY REPRESENTATIVE:.
UNDERGROUND SERVICE AL[RT
SDG&:E
AT&T
TIME WARNER
COX COMMUN/CA TIONS
CITY OF CARLSBAD (STREfTS ANO STORM DRAIN)
• CITY OF CARLSBAD (SEf'ER, WA 1ER & RECLA/MW WATER)
• AS APPROPRIATE
(800) 42:Z-41JJ
(800) 660-7JAf
(800) 892-0123
(760) 438-7741
(760) 806-9809
(760) 434-2980
(760) 438-2722
16. ALL EXISTING FEAT!JRES AND STRUCT!JRES IN CONfJJCT I\IIH THESE PLANS SHALL BE
RELOCA 1£0 OR R£MOVEO AT TI-IE CONTRACTOR'S EXPOIS£. MANHOLES SHALL BE ADJUSTED
TO fJNISHED GRADE.
17. MINIMUM 90X COMPACTION IS REQUIRED Ill ALL ON-SIIE FILL AREAS I\IIH A MINIMUM OF
95X COMPACTION SIX INCHES (6") BfLOW SUBGRADE.
18. ALL PROJECT IMPROVEMOITS SHOWN ON THESE IMPROVEMOIT PLANS SHALL BE CONSTRUCTED
TO 1HE SATISFACTION OF TI-IE PUBLIC I\ORKS DIRECTOR PRIOR TO ACCEPTANCE.
19. NO PRIVATE IRRJGAnON MAINS OR CONTROL VAL'vfS SHALL BE ALLOf'ED WllH/11 1H[ PUBLIC
RIGHT-OF-WAY.
6" TYPE: 'G' CURB
& GU T1ER rrP. FG O Cl.
PER PLA/1
MAX
""•"<L.... 6' HEADER
UNDERCUT PER
SOILS ENGINEER'S
RECOMMENDATION
FROM STA. 3f55.97 TO STA. 4+05.08
GUE JO' GU! GU i---~VAR~1£S',--','24~''-T0-27'~------'= VARIES J' TO 6'
VARlfS 12' TO 15' 12'
JO'
15'
EXISTING IMPRO'vOIEN TS -+---.
PfR 01\U. 400-BK
•
>;;)5;:>~ ' ,
~ A
J4. PERMIT COMPLIANCE REQUIRE:MENTS:
A. FOR CON TROI I ED GRAD/NG-T1-IE APPL/CANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND /OR
GEOLOGIST TO GI\IE' CARLSBAD MUNICIPAL CODE.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE /NSTALLA TION, RfLOCA TION OR
REPLACE:MENT OF ALL STRIPING, SIGNING OR TRAFfJC DETECTOR LOOPS AS REQUIRED BY 1HE
PUBLIC I\ORKS D/R[CTOR.
6" AC BERII
PER SDRSO G-5 FG O CL
PER PLAN
,~-•-STRUCllJRAL SCCTION
PER CITY Of CARLSBAO
STANOARO SPECS.
PROPOSED
4' Sll)CWALK 6" rrP. EXIST. 6" TYPE: "G" CURB
<11 GUTTER
21. A TRAmc CONTROL PLAN, INCLUDING 1HE LAYOUT OF CONSTRUCTION WARNING AND MIN. 4• AC/4' A/J EXISTING PRNA Tc DRIVEWAY A
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-TI-IE FOLLOWING REPORTS MUST BE SU8MIT1EO
TO 1HE CITY ENGINEER CARLSBAD MUNICIPAL CODE:
DETOUR SIGNS, SHALL BE SU8MIT1ED TO 1HE PUBLJC I\ORKS DEPAR™ENT FOR APPROVAL A
MINIMUM OF 72 HOURS PRIOR TO THE COMMOICE:MENT OF CONSTRUCTION.
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLEIE. ALL
' EROS/OIi CONTROL, St.OPE PLANTING AND /RR/GA TIO/I ARE INSTALLED IN CONFORMANCE Wl711 CITY
CODE AND 1HI! APPROVED PLANS (OBTA/11 SAMPLE OF COMPLIANCE LET1ER FROM CITY ENG/NE£R
DEPAR™ENT).
(2) AS-BUILT GRADING PLAN.
(J)
22. FOR STREET TRE[S, IRRIGATION AND LANDSCAPING IN PUBLIC RIGHT-OF-WAY ALONG
CT-02-14 PROPERTY FRONTAGE, SEE TI-IE APPROPRIATE LANDSCAPE AND IRRIGATION
PLANS.
2J. THE EXCAVATOR SHALL CAREflJLLY HAND DIG WITHIN 2-FEET OF THE NATTJRAL GAS
TRANSMISSION LINE.
UNDfRCUT PER
SOILS ENGINEER'S
RECOMMENOA TION
WAn:R
6
MIN.
' SCM£R (C-900)
*l' 7'
6' HEADfR
RE:PORT FROM )Hf SOILS ENGINE:ER, 'Ml/CH INCLUDES RECOMMENDE:D SOIL BEARING CAPACITIES, A
STATEMENT AS TO 1HE EXPANSIVE: QUALITY OF TI-IE SOIL, ANO SUMMARIES OF FlfLD AND
LABORATORY 7ESTS. TI-IE REPORT SHALL ALSO /I/Cl.UDE A STA 1EMENT BY 1HE SOILS ENGINEE:R
/HAT 1HE GRADING WAS DONE IN ACCORDANCE Wl1H 1HI! REQIJIREMEI/TS AND RECOMMOIDATIONS
DUil/NED IN /HE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS 1HERETO,
24. NO POWER OPERA1EO EQUIPMENT SHALL BE ALLOf'ED 1\11H/N 2-FEET OF ANY PORTION OF
THE NA T!JRAL GAS TRANSMISSION LINE,
FROM STA. 4f05.08 TO STA. 7+48.64
SCCTION I\IDTH VARIES FRO/I STA. 4+0,.08 TO 4+74.52;
(4) REPORT I\IIH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 1HE CITY. 25, IF ANY CONTACT OF 1HE PIPE IS MADE. EVEOI IF THERE IS NO \I/SIBLE DAMAGE, 1HE
CONTACT AR[A MUST BE IMMEDIA TfL Y INSPEC1ED
. THEN FROM STA. 4+74.52 TO STA. 7+48.64 BECOl,/ES 24'.
J.S, UNLESS A GRADING PERMIT FOR lH/S PROJECT IS ISSUED 1\11HIN ONE (1) YEAR AFTER THE CITY
ENGINEER'S APPROVAL, 1HESE PLANS MAY BE REQUIRED TO BE RESU8MIT1ED FOR PLAN CHECK.
PLAN CHECK FEES WILL BE REQU/RW FOR ANY SUCH R[CHECK.
BY AN SDG&:E WfLDING INSPECTOR. THIS MAY SIGN/FlCANllY DELAY YOUR JOB IF SHORING GUE JO' GU, GUE
J6, 711E $OIL$ REPORT TillEO "AS-GRADED REPORT OF MASS GRADING PLANNING AREAS PA-IJ, PA-14,
ANO A PORTION OF PA 15", BRESSI RANCH, CARLSBAD, CALIFORNIA" PREPARED BY LEIGHTON ANO
ASSOCIA1ES DA1ED SEPTEMBER 17, 2004-. THE "GEOTECHNICAL UPDATE ST!JDY PARCfLS 2 THROUGH 4
OF PLANNING AR[A IJ, BRESSI RANCH, CARLSBAD, CALIFORNIA• DA TED AUGUST 4, 2006 PREPARED BY
LEIGHTON ANO ASSOCIA1ES. AND /Hf: "GEOIH[CNICAL RESPONSE TO CITY OF CARLSBAD REVIEW
COMMENTS ANO ADDENDUM RECOMMENDATIONS FOR THE PROPOSED DE:VELOPMENT OF THE PAC/fJC
RIDGE PRIVATE SCHOOL, PARCEL J THROUGH 4• OF BRESSI RANCH PA 1J CARLSBAD CALIFORNIA BY
LEIGHTON ANO ASSOCIA 1ES DA 1£0 NOVEMBER J, 2006.
SPECIAL NOTES
OR 01HER SAFETY PRECAUTIONS ARE NEEDED
TO ALLOW IHI! INSPECTION.
26, TO ARRANGE FOR GAS TRANSMISSION MARK OUT ANO STANDBY, CALL USA (800)
227-2600.
THE FOLLOWING N01ES ARE PROVIDED TO GIVE DIRECTIONS TO 1HE CONTRACTOR BY THE ENGINEER Of !\ORK. THE CITY ENGINEERS
SIGNATURE ON /HES£ PLANS DOES NOT CONSTI/JJTE APPROVAL OF ANY OF THESE N01ES AND IHI! CITY WILL NOT Bl! RESPONSIBLE
FOR THEIR OIFORCEMENT.
1. 1Hl LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE RECORD INFORMATION. CONTRACTOR SHALL VERIFY TI-It LOCATION
AND £LEVA TION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) I\IIH/N THE PROJECT SITE. THIS !\ORK SHALL BE
PERFORMED SUffiCIENll Y AHEAD OF CONSTRUCTION TO PERMIT CITY APPROVAL REVISIONS TO TI-II! CONSTRUCTION PLANS IF ACT!JAL
LOCATIONS ARE FOUND TO BE IN CONfJJCT WITH THE PROPOSED !\ORK. CONTRACTOR SHALL NOTIF't' ENG/NEfR OF !\ORK OF ANY
CONfJJCTS OR ANY 01HER UTILITIES fl/COUNTERED PRIOR TO PROCfEDING 1\1711 CONSTRUCTION.
2. AT1ENTION IS CALLEO TO THE POSSIBLE EX1S1ENCE OF OTHER unuTY FACILITIES DR STRUCT!JRES NOT SHOWN OR IN A LOCATION
DIFFERENT FROM THAT SHOWN ON 711E PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PR01ECT 1HE UTILITY
LINES SHOWN ANO ANY OIHE:R LINES NOT OF RECORD OR NOT SHOWN ON 1HESE PLANS. ANY PAVEMENT OR OTHER EXISTING
SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACE:D AS REQUIRED BY 1HE CITY OF CARLSBAD ENGINEERING
DEP AR™ENT.
J. SAFETY PR[CAUTIONS AND ADEQUATE BARRICADING TO BE IN FORCE BY 1HE CONTRACTOR AT ALL TIM[S. NEITHER TI-IE OWNER NOR
1HE ENGINEER OF WORK WILL OIFORCE SAFETY MEASURES OR REGULATIONS. 711E CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY DE;\1/CES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONS18Lf FOR CONFORMING TO ALL LOCAL, STA TE
AND FEDERAL SAFETY AND HEAL TH STANDARDS. LAl"5 AND REGULA TIO/IS.
4. ALL LENGTHS ANO DISTANCES FOR IMPROVEMENTS SHOWN ON 1HESE PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL 8£ IN COMPLIANCE 1\171-1 ALL CURRf:NT LOCAL, STA TE AND FEDERAL
REGULATIONS.
6. TH[ "!\ORK TO 81! DON£" SECTION ON THIS SHEET LISTS 1HE STANDARD SPECIF/CATIONS AND ORA WINGS USED DURING 1HE
IMPROVEMOI T PLAN / GRADING PLAN DES/GI/. TI-IESE PLANS HA VE BEEN PREPARED IN ACCORDANCE 1\1 lH 1HE CURROIT E()ITIONS
OF' THE STANDARD SPEC/fJCATIONS AND DRAWINGS Ill EFFECT ON THE DATE OF THE SIGI/AT!JRE BY TI-IE ENGINEER OF !\ORK.
STRUCIURAL SCCTION PER
CITY OF CARLSBAD
STANDARO SPECS. MIN. 4•
AC/4" AB
6" AC BERM
PER SVRSO C-~
,,
12'
28'
6 MIN.
12'
FG O Cl.
PfR PLAN
SCll£R (C-900)
7'
4' 2'
UNDERCUT PER
SQ/LS ENGINEER'S
RECOMMENOA TION
FROM STA. 7+48.64 TO STA. 9+40.46
NO SIDEWALK FROM 7+48.64 TO 8+4.J.06
AC BERi.i DE\fA TES FROI.I TiP. SCCTION FROM STA. 9+05.64; SEC PLAN
2'
STRUCllJRAL SCCTION PER
CITY OF CARI..S/3AO ---f----+-~
STANDARD SP[C/FICA TION
MIi/. 4• AC/4" AB
UNDERCUT PER
SOILS ENGINEER'S
R[COMMENVA TION
WAn:R
12'
* 7'
JO' GU,
28'
12'
FG O Cl.
PER PLAN
Sfll£R (C-900)
7'
4'
6. ftPE ·c·
CURB & GUT/ER
SO ENDS AT
STA. 10+61,63
FROM STA. 9+40.46 TO 13+09.55 AND
FROM STA. 13f85.71 TO 15f17.93
FROM El. f1JfRT( R/W: SfA. 1+00.00 TO STA. J+12.28
NEW SIDEWALK
nPICAL sccnON NOT TO SCALE
TYPICAL SECTIONS NOTES:
1.-DR/vfWAY "A" IS BEING BUILT PER ROUGH GRADING PLANS ( 0~ No. 445-2A )
AND IMPROVEMENTS PLANS ( Dim No. 44'-2) •
2. -FOR THESE PRECISE GRADING PLANS DRl\£WA Y •A• SHALL BC CONSIDE:RW BUILT
ANO THE FOLLOWING I\ORK IS R[Q/JIREO:
2a: REMOVE 6" AC BERM FROM STA. J+12.28 TO STA. 7+48.64. CONNECT
NEW AC PAV., CURBS AND G/JmRS FROM PROPOSED PARKING LOTS TO EXISTING
PAVEMENT. SEE PLANS.
2b: REMOVE 6' REO'>K)()() HEADER FROM STA. 4+0,.08 TO STA. 9+40.-48.
CONNECT N[W AC PAV., CURBS ANO GUT1ERS FROM PROPOSED PARKING LOTS TO
EXISTING PAVEMENT. SEE PLANS.
HYDROLOGY REPORT
H'rVROLOGYfii'rVRAULIC ST!JDY FOR 1HIS PROJECT HAS BEEN PREPARW BY PROJECT
DES/GI/ CONSULTANTS. TI-IE REPORT IS TillEO "DRAINAGE REPORT CUP 06-11, DWG
445-28 BRESSI RANCH PLANNING AREA 13, PARCELS 2 AND J • DA 1£0 MARCH 2007.
AIR QUALfTY NOTES
1. ALL GRADING SHALL BE OONI! IN COMPLIANCE I\ITI-1 SOAPCO ANO CARB
STANDARDS AND REQUIREMENTS ANO DUST CONTROL STANDARDS IN T/llE
24 OF 1HE CALIFORNIA ADMINISTRATION CODI!.
2. WA 1ERING OF THE GRADING SI TE SHALL TAKE PLACE BEFORC ANO DURING
GRADING OPfRA TION TO MINIMIZE: DUST GENERATION. A WATER TRUCK SHALL
BE REQUIRED TO BE ON SITE AT ALL TIMES TO THE SATISFACTION OF 1H€
Cl TY ENGINEER.
"AS BUILT"
7. IF TH!: IMPROVEMENTS SHOWN ON 1HIS PLAN HA 1£ NOT BEEN CONSTRUC1ED AND ACCEPTED BY 1HE CITY I\IIHIN TI\O (2) YEARS
OF' THE DA TE OF PLAN APPROVAL BY 1HE CITY OIG/NEER, THESE PLANS WILL BE SU8.£CT TO REVIEW BY 1HE CITY'S ENG/NEE:RING
DIVISION FOR CONFORMANCE Willi CURRENT CITY STANDARDS, POI.IC/ES AND/OR ADDITIONAL R[QUIREMOITS.
PROPOSED PR/VA Tc DRIVEWAY A TYPICAL SECTIONS
8. AN AS-BUILT ORA1'1NG SHALL BE SU8MJT1EO FOR ALL PROJECT IMPRO'vfMENTS PRIOR TO ACCEPTANCE OF SAID IMPROvfMfNTS.
9. THE OIGINEER-OF-1\0RK SHALL Bf NOTIF1ED Wl-!EN CONSTRUCTION COMMENCES.
10, 1H£ CONTRACTOR SHALL OBTAIN AN fXCAVATION PERMIT FROM TI-IE D/\1/SION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND
PROVIDE PROOF OF OSHA NOTIF1CATIONS AND SHALL ADHERE TO ALL PROVISIONS OF THE STAIE OF CALIFORNIA CONSTRUCTION
SAFETY ORDERS.
TYPICAL S£C710NS NOT TO SCALE Tl=5.0 O[SIGN SPEED 20 MPH
* PER APPROVfJJ VARIANCE: FROII STANDARDS OA TtV FEB. 7, 2007. RCE </Z'1!5f i:lATE
•
i
122, IMPORT AlERfAL SHALL BE OBTAINE:D FROM, AND WASTE MAfERIAL SHALL BE DEPOS/1£0 AT, A SITE
APPROW:D BY 11-!E CITY ENGINffR. 1HI! CONTRACTOR SHALL BS RESPONSIBLE FOR AIIY DEBRIS OR
DAMAGEI OCCURRING ALONG )1fE HAUL ROU1ES OR ADJACOIT STREETS AS A RESULT OF THE GRADING E:NCIN[E:R OF ~K
CITY OF CARLSBAD I SHf;ETS I t----r--t----------------f--+----1---+---I ENGINEERING DEPARTMENT 1 Q
l----+--+------------------4--+--~1----+----1
PRECISE GRADING ANO EROSION CONTROL PLAN f'OR:
BRESSI RANCH
PACIFIC RIDGE SCHOOL-PA 1:)
GRADING NOTES AND TYPICAL SECTION$
OPERAn N · I · ' :.•. 11 J, BRUSH ALL BE REMOVED ONLY Wl1H/N 1HE ARE,\ TO BE GR, OED. NO TREES ARf TO BE REMOVED
UNLESS SPEC/FlCALL Y N01ED ON 1HE PLAN,
24, ALL AR~S SHALL BE: GRADED TO DRAIN. GRADING RESULTING II/ '/HE PONDING OF WATER IS NOT
Pl;RMI 0. ALL EAR1HOI SWALES AND DITCHES SHALL HA A MINIMUM ONE PERC£NT SlOPE.
' ~ ,. THESE P. S ARE SUBJECT TO A S/GNW AND APP OVEO S£ OF .EROS/OIi CONTROL PLANS. EROSION f CONTR SHALL BE AS $HOWN AND AS APPROVEQ 13'1' THE qTY ENGINEER OR AS DIREC1ED BY TI-IE
PRDJE;C INSPECTOR. I .
, I
i:
P:,\l336\ENG \_PLANS\GRADING_Precise\3336GR-PGP02, :,_ ---~! --------i-wg,5/17 /2007 4: 17: 20 PM
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
701 B Street, Suita 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
GREGORY •• SHIELD~ R,C,f. 42951 DAlt REGISlRATION IJESjGN[Q PM
)-J... EXPIRES 03-JI-OS a~ REw:w.
~•'Z,1,-c>? E,C.
SURVEY
REw:w.
ii M.
"' u> --z <> No. 42951 "' ~ Exp. 03-31-08 fJ
c,v11.
OF C,',\.I~ DATE INITIAL
NGINEER Of' ll'ORl<
APPROVED:
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL DWN BY:~E~C~R~F PROJECT NO. DRAWING NO. -~~-~+-~~~~-, CHKO BY: ___ , CUP 06 11 445 28
OTHER APPROVAL CITY APPROVAL RW/0 BY: --
J.N. JJJ8. 00
--------2'L ----
070607
I
I
. I
AND S77PING NOTES l , I
SIGNIN
1. THE mACTOR IS RESPONSl8L£ FOR INSTALi.A ON Or A L , SIGN/NO ANO STRIPING.
i
2. · ALL GNING, STRIPING ANO PA VEM£NT MARKINGS SHALL 'FORM TO THE CAUFORNIA MANUAL
ON Ulf!FORM TRAFFIC CONTROi. DEVICES (fHWA't flUTCO 209.J REVISION 1, AS AM£NDEO FOR .
USI! l . CAUfi.ORNIA), TH.£ CA.LmAN.S STANDARO. T£CIFICA17rS (2006 OR LATEST 'vfRSION THEREOF), THE Pl.ANS AND THE: SPECIAL PROVISIONS. • · '
. . I ..
' . '
.l ALL 1GNINIJ ANO STRIPING IS SUB.£CT TO TH£ APPROVAL OF TH£ PU8UC WRKS DIRECTOR OR
HIS R f:SE:NTA17Ve, PRIOR TO /NSTALI.A170N. ·I. I . . . ·
,/,. ANJ;'A 170N FROM THES£ SIGN/NO AND STR/Pl~G Pl.ANS SHALL 8E APPROV£0 BY TH£ ENGIN£ER
OF 1( AND PU8UC f!QRKS DIRECTOR P~OR TO ANY CH1N~ IN THE FIELD. · .
$. ALL TRIP/NG SHALL BE RUI.EC17\II!' P£R CAL TRANS SPECJCA TIONS. STRIPING SHALL 8£
REPAI. T£O TllQ ~EKS AFTER IN/17AL PAIN17NG. ' I .
s. ALL 1GNAGC SHALL etr RmEcnvt:: PER CAL m1~s SPEct CA nONs ANO SHALL US£ ENCAPSUI.A T£o
LEN~EC17\II!' SH£E17NG {HIGH INTENSITY OR ~QI.JAL) l
7. PR/ TO FINAL ACCEPTANCE: OF' STR£ET IMPl?OVEMENTS, ,U., STR£ET STRIPING AND MARKINGS
II/THI A 5(1()' PERIMETER Or THE CONSTRUC170N PRO.£CT WILL BE RESTORED TO A "LIKE NEW"
CONDTON, IN A MANNE:!? M£E17NT THE APPROVAL OF THI! rrr INSPECTOR.
8. EXAC?i LOCA 170N STRIPING AND STOP UMIT UNE~ SHALL af APPROVED BY THE PU8UC WORKS
DIRECI OR OR HIS REPRESENTA 17\11!' PRIOR TO INSrALI.A 170N.
9, CON!'ACTOR SHALL l?EM0\11!' ALL CONFUC17NG PAINT£0 UN{S, MARKINGS AND PAVEMENT LEGENDS
BY 1ND/NG. DEBRIS SHALL /3E PROMPIL Y REM?VED 8Y THf CQNTRACTOR.
to. ALL I PAVEMENT LEG£Nos SHALL BE THE I.A 1Es~ VERSION IOf! THE CAL TRANS _sTENstL
II. L/MrUNES ANO CROSSWALKS SHALL Bl! FIELD, ~OCATEO. CROSSWALK SHALL HA\11!' 10' INSIDE
DIM SION UNLESS OTHERWISI! SPECIFIED; I '
' ' '
12. ALL (:ROSSWALKS, UMIT UNES, STOP BARS, PAVEMENT AR Ol+S .A.NO PAVEMENT LEG£N05 SHALL
/3E 11fERMOPI.AS17C UNLESS OTHERIIISI! SPECIFIED, 1 1
1J. FIR~ H'rVRANT PAVEMENT MARKERS SHALL CONtORM TO t C.
1 AUFORNIA MANUAL ON UNIFORM
TR.A!f!_C CONTROi. DEVICES (F1/WA's MUTCO ~. REVISION 1, AS AMENDED FOR US£ IN CAUFORNIA}
ANO /SAN DIEGO REGIONAL STANDARD ORA WING ¥-19, . i .
1-1, ALL MEDIAN NOS£$ ANO Fl.ARES SHALL /3E PA/NTED lflL ~
15, ALL !SIGNS SHALL 8E STANDARD SIZE AS SHOWN IN THE 'AUFORNIA MANUAL ON UNIFORM
TRAF{IC CONTROi. DEVICES. (fHWA ', MUTCO 200,.f REVISION 1, AS AMENDED FOR USE IN
CAUfORNIA) UNLESS OTHERIIISI! SPECIFIED. . i ' i
16, SI~ POST SHALL 8£ SQlJAR£ PERFORATF.:D srrh. 111TH Br~AWAY BAS£ P£R SAN Oil/GO
REGlfNAL STANDARD DRAWING M-45. I. '
17. IIHP,_A SIGN IS A TTACHEO TO A POI.£, IT SHA~L 8£ MOUNT£0 USING A STANDARD arr
CAR~SBAO APPROVED MOUNTING BRACKET 11/Tff STRAPS.
1
18. EXl~TING SIGNS REMOVED BY THE CONTRACTOR SHALL BE D~VEREO 8Y THE CONTRACTOR
TO '£ arr OF CARSBAO PU8UC WRKS YARO, AT 40,5 dAK ~VENUE.
19; ALL GNS SHOWN ON THESI! Pl.ANS SHALL 8£ ~EW SIGNS I PROVIDED AND INSTALLED BY
THE TRACTOR EXCEPT THOSI! SIGNS SPECIP(CAU Y SHO . AS EXISTING TO 8£ RElOCA T£0
ORR MAIN, . I
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:I \3336\EN R\_PLANS\GRAOING_Precise\3336Gf1-PGP03.dwg,!l/7 /2007 7: 19: 32 PM
. I +·
PARKING SPACES TABLE AND NOTES
PARKING TYPICAL PARKING
SPACE: TYPE DIMENSIONS SPACES
P1 8.5' K 17.5' J TO 45
P2 8' K 20' 78 TO 88
(COMPACT) 89 TO 97
PJ 8.5' " 20' 48 TO 71
HANDICAP 8.5' K 17.5' 1 TO 2
87 TO 88
1. PROVIDE 6' IIHEEl STOP ON E'vfRY PARKING SPACE: PER
DETAILS A ANO B.
2. PAINT TH/f lroRD •COMPACT• ON PARKING SPACES 78 TO 86
AND 89 TO 97 PER DETAILS A ANO 8.
CQNSTRUCVON NOTES
CJ) INSTALL 6" SKIP WHITE BIKE INTERSECTTON PER DETAIL J9A (200 LF}
@ REMOVF: EXISTTNG 6" SOLID WHIT£ BIKE: LINE
IMPORTANT: A PR/VA TE' R£CCIPROCAL MAINTE:NANCE: AND ACCESS EASEMf.NT
8£T'K£N PARCEi.$ 2,J AND 4 (ALCWG DRIVEWAY "A") HAS
BffN R£CORDED PER SfJ'ARATE' DOWMfNT DAIED ____ _
\
:;>',,
1/ )
Q) INSTALL 8" SOLID WHITE PER DETAIL 38. 1/ ,,,,.
/ / ./\,,_
0 INSTALL 4• DOUBLE: YELLOW PER DETAIL 22
@
@
INSTALL 4• DOUBLE/DOUBLE: YELLOW PER D£TAIL 29
RADIUS PER PLAN.
REMOVF: £X. 4 • DOUBLE/DOUBLE YEl.LOW LINE
0 INSTALL TYPE: IV (L} ARROW.
@
@
' ' INSTALL TYPE IV (R) ARROW.
INSTALL TYP/£ 1A POLE 111TH ADVANCE Fl.ASHING BEACON PER CALTRANS
STANDARD PLAN ES-4C.
Fl.ASHING BEACON CONTROi. SHALL Bf INCLUDED AND SHALL PROVIDE
DAY-OF-WEEK AND TIME-OF-DAY PROGRAMMING CAPABIUTIES. .
INSTALL SOLAR-POWERED POWER SUPPLY ( CARMANAH OR APPROVED
EQUAL).
/
1/
1/
~~-1/ ~<P ~ 1/1/
1/
/
1/
---R1-1
-- - --Fl.ASHING
BEACON ® SCHOOL
SPEED
LIMIT
25
---S4-J
---R2-1
BIKE
LANE
('
ONLY
----R7-9A
----R3-5R
SEE PARKING TABLE ANO
NOTES THIS SHEET FOR
COMPACT SPACES.
8' 8'
4• BLUE STR/Pt
•
WI
STANDARO CURB BORDERING FIRE ACCESS ROADS SHALL HA V/f THe flORDS • NO PARKINO FIR£
LANE" PAINT£0 UPON THEIR HORIZONTAL AND VER17CAL SURFACES AT INTERVALS OF NOT MORE
THAN 25: LETTERS SHALL BE OF BLOCK STl1'£. MINIMUM , INCHES IN HEIGHT 111TH A STROKE
OF NOT LESS THAN J/4~ SHALL 8£ Wl-/11£ ON A RED BA(:J<GROUND, THE BACKG/?OUND SHALL
EXTEND AT LEAST 6' BEYOND TH/f FIRST AND I.AST l.£TTERS OF THE TEXT.
NOT£' Fal SIGHT DISTANCE: CORRll)()RS:
NO STRUC1UR€, FENCE, WALL, TR,~ SHRUB, SIGN, OR OTHER
OB.£CT MAY 8£ Pl.ACED OR PEMI D TO £NCROACH II/THIN TH/f
AREA /DEN Tlf/£0 AS A SIGHT DIS 'ANCE CORRIDORS AS DEFINED
8Y arr OF CARLSBAD ENGINEER/NG JJAti..DARDS.
8.5'
CRAPHICAL SCALE
9' MIN.
PAVEMENT SYMBOi.
PER SDRSI) M-29
WI-IEEL STOP
----~------,~--~~--~
rn
9' MIN.
I ~~VEMENT SYMBOi. ~ SORSI) M-29
rn
9' MIN. 8.5'
~
/ l STOP
•
IIHEEl STOP
8.5' ...
~
DETAIL "A"
SCALE:: 1"=10'
"AS BUILT"
➔
cHVllftEN ARI PRESENT ---S4-2
RICHT LANE
MUST
TURN RICHT
DETAIL "B" <:: SCREEN WALL PER
LANDSCAPE: Pl.ANS
RCE
NOTE' FOR SIGHT DISTANCE: CORRIDORS:
NO STRUC1UR£, FENCE, WALL, TRE€, SHRUB, SIGN, OR OTHER
OB.£CT MAY BE: Pl.ACED OR PEMITT£0 TO ENCROACH WITHIN THE
AREA IDENT/f/£0 AS A SIGHT DISTANCE: CORRIDORS AS omNED
BY aTY qF CARLSBAD ENGINEERING STANDARDS.
SCHOOi. AREA / SPEED-LIMIT
COMBO ASSEMBLY Q
SEE CONSTRUC170N NOTE @ ----R3-7
SIGN LEGEND
ENGINEER OF WRK
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
701 B Street, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
.E. 42951 DATE REGISlRA1lOM DESGNED
BYI EXPIRES 0;1--31-01 SUR\£1
RE'IIEWl
SCALE: 1"=10'
t< M. S1/1.
,._ " "' --:z <.> No. 42951 "' ~ Exp. 03-31-08 f;;
C/V\\.
Or CAI.I~
•
'
l-'---+--+------------1---.J---~---1----1 I sH3EEr I CITY OF CARLSBAD ~o
ENGINEERING DEPARTh1ENT L..!Q_J ~=====-..::===========~===== SIGNING AND SlRIPING Pl.AN
DATE INITIAL
GINEER Of WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OlHER APPROVA CHY APPROVAL
BRESSI RANCH
PACIFIC RIDGE SCHOOL-PA 13
DWN BY: _.,,E"'C-'-"'F-1 PROJECT NO. ~~ 2~; CUP 06-11
DEPUfe_ a/ EN91NEE C t. o7!
DRAWING NO.
445-28
J.N.' JJJB.00
·1
070607
___ _,_,,---•-·-----""~---..._ I
--+-------i-----... ' ----
P: \3yil6\ENGR\ PLANS\GRAOING_Precise\3J36GR-P~P04.dwg,6/23/2007 11: 38: 20 AM
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----~'------------
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//
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701 B Street. Suite 800
619.235.6471 Tel
I
I
I
San Diego, CA 92101
619.234.0349 Fax
GREGORY I!. SHIEUlS, R.C.I;. 42951 DATE REGISTRATION DE',GN[I) Plj
~ A..,.:J,.
EXPIRES 03-31-08 BY: RE\1EWI
{;°•Z.J•f7 e.c..
SUR\O
RE\1EWI 9·U'O PPC
DATE INITIAL
GINEER OF 111'.lRK
•
•
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REVISION DESCRIPTION
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•
DA TE INITIAL DA TE INITIAL
OTHER APPROVA CITY APPROVAL
4./J'
EXIST. FREE srANOING WALL Pe:;~ OWG. vo0~eK
LJl--'/_,_'_f 6' AC BERM
EXIST. RV. PARKING
SECTION 'D-D'
NO SCALE
N
GRAPHICAL SCALE
SCALE: I• ~ 20'
"AS BUil T"
DWN BY: EC RF" PROJECT NO.
~~ ~~;--• CUP 06-11
DRA WINO NO. .
445-2B
J.N. JJJ6.00
070607
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i 11/\ ! --. . -~ ~-:::.. --:::-·:::: ::::: . -... ..
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2Jr
si:cndN ~~A'
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PARKING
T
SEE SHEET 6
ENGINEER Of KVRK
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
701 B Street, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
GRE\,1,.ll'(i M. SHlc.w~ R.C.E. -4-..:i,51 DATE REGOSTRATION DESIGNED p~
~ ~ EXPIRES Dl-31-Da , • .,},"7 B'1\ RE\1EW,
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SECTION 'B-B'
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B,~ .,A 'A 11,,1.,,,
Q DATE
RCE 'lt1!5! EXP. -'·:JJ•~
CITY OF CARLSBAD I SHE~TS I t---+----+--------------+---t---+--t---l ENGINEERING DEPARTMENT 1 Q t----t---+--------------+----t----t----t---1
PRECISE GRADING ANO ER0$10N CONTROL PLAN FOR:
BRESSI RANCH
PACIFIC RIDGE! SCHOOL-PA 13
PREC/Se GRADING PLAN
APPROVED: ~ OO'IJTY./ CITY ENGIN~ER
-,-:,,,,-.""'O"i,,=-=-,;_.,......;;..-.;;;;.-.,=:""" ' _?, r./d 7 c.,-e:r-07 PPC AS ·WJtr DAVID A. HAUSER P[ 33061 EXP. S O ' oATI!
l-c-DA,-TE=+""1N1=n""AL-+--------------+-D"""A=TE,.-+,IN""'rn,c-Ac,-L+-,,-DA,-TE=-t,.,-,1N=rn,,..AL-I OWN BY: EC R PROJECT NO.
REVISION DESCRIPTION CR~!.~ BBYY:: __ , CUP 06-11 GINEER OF V.ORK OlHER APPROVA CITY APPROVAL '""
DRAWING N9,
445-2~
J.N. JJJ8. 00
070601
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P: 333~\ENGR\_PLANS\GRADING_Precise\3336GRiPG:06.1 wg,5/23/200:1, 45: 2_6! PM ..
NOTE:
FOR PR/VA TE SEWER &: WATER AND STORM
DRAIN, SEE SHEET 7.
ENG/NEE~ OF WORK
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
701 B Street Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
GREGORY M. SHb ..... S. n..,;.r.. -4-2951 DA 1t REGISlRA TION IJE$GNE!) PM SIJR\a EXPIRES 0J--31-Da BY: REIO/: RE\IEi1t ~ ~ ,-i-, ,.,, €C.. .
ct M. $<,,1,
"" a, ~ -2! <-> No. 42951 ro \t Exp. 03-31-08 §;J
CIV\\.
OF Cl\\. I~
0 10
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lF 21538
· / TW 219.38
/ lF 214,88
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:==='--====EN=G=IN=E:::ER=IN=G=OE=P=A:::RTM::::::E:::NT::::::==-=LJQ_j=====
PRECISE GRADING PLAN FOR:
DA TE INITIAL
GINEER OF WORK REVISION DESCRIPTION
BRESSI RANCH
PACIFIC RIDGE SCHOOL-PA 13
APPROVED:
DATE INITIAL DATE INITIAL OWN BY: ~E~C~R~f, CHKD BY: __ _
01HER APPROVA arr APPROVAL RV'M) BY:
PROJECT NO.
CUP 06-11
DRAWING NO.
445-28
J.N. JJJO. 00
070607
0 10
N
20 40
GRAPHICAL SCAL£
SCAL£: I' ~ 20'
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. . l I
! I \ V
'
ENGINEER OF IIVRK
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
701 B Street, Suite 800
619.235.6471 Tel
San Oiego, CA 92101
619.234.0349 Fax
GREOOR'f M. SHIEl.DS, R.C.E. 429»1 DAlE REGISTRATION
~A-A
EXPIRES 03-31-08 ,.i,,. ,17
SU/MY
RE\1£W:
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t----+---+----------------1--+-----t------1r-------t PRECISE GRADING ANO EROSION CONTROL PLAN FOR:
DA TE INITIAL
.NGINEER Of WORK
M-/3UILT
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTI-!ER APPROVAL CITY APPROVAL
BRESSI RANCH
PACIFIC RIDGE SCHOOL-PA 13
PRIVATE SEWER, WATER AND STORM DRAIN
DWN BY: EC I RF PROJECT NO. DRAWING NO.
~~ ~{--• CUP 06-11 445-2S
J.N. JJJll.00
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20 40 80
GRAPHICAL SCALE
1" = 40'
'
NOTE: 1:
MODULAR BU/WING 0/MENSIONS ARE SHOMI FOR REFERENCE ONLY.
SEE ARCHITECTURAL ANO STRUCTURAL PLANS FOR Ul77MArE
BUILDINGS ANO FOUNOA 770N DIMENSIONS.
-----------
ENGINEER OF WORK
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
'101 B Street. Suile 800
61R235.6471 Tel
San Diego, CA 92101
619.234.0-349 Fax
GREGORY M. SHIE!D~ R.C.~ 42951 DATE REGISIRATIOH D£SKlN!ll PII
~~ EXPIRES 03-.31-08 BY: REv1EWt
f'"•J, . .,., t C
SUR'IEY
REVIE\t.
CENTER LINE DA TA
NO. DELrA OR BRG. 'ADIUS(ft LENGrl-l(ft) REMARKS
J N84'08'IS'W -----6.08 Cl. DWY ~-
2 90'0000-120.0Q 188.SO
J NOS'S/'45'£ -----17.70 •
f J2'2020' 120.00 67.lJ .
, J6'SOJ9" 120.00 77.17
7 N10'22 04'( -----JJ.JJ •
s 174·03• JOO.GO IJ.4$ •
9 N09'08'01'£ -----62.09
1 l'J2J+· 1000.00 26.9J
1 NOl'JS 2rc -----1J0.75
1 0'09'59' 1000.0Q 2.90 •
1 N07'25 28"! -----184.64 .
I 1J'J8'20" 120.00 28.57 Cl. DWY ~-
.-+---~-·~-
--!JI<)-• -,-----·-----31 +00
"AS BUil T"
11•/2• ,,
DATE RCE </2951 EXP. J·JJ-04
~ CITY OF CARLSBAD l----+--+-----------------f---+---1----+----I LU ENGINEERING DEPARTMENT
?J·l/1-()7 POC 4S ·/!,IJJtT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
O11-JER APPROVAi CITY APPROVAL
PRECISE GRADING ANO EROSION CONTROL PLAN FOR:
BRESSI RANCH
PACIFIC RIDGE! SCHOOL-PA 13
HORIZONTAL CONTROL PLAN
APPROVED: ' / / H DEP~1/. a I J ENGINEER "'L'-lt~l/a 7'
DAVID A. HAU} ·~ PE 33081 EXP. 8/J0/08 ' tlAT!'
OWN BY: EC I RF PROJECT NO. DRAWING NO.
~~ ~$:--• CUP 06-11 445-2a
J.N. JJJ6. 00
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L21
L22
L2J
L24
L25
L26
L27
L28
L29
LJO
LJ1
LJ2
LJJ
LJ4
LJ5
L36
LJl
LJB
LJ9
L40
L41
L42
L4J
L44
U-5
L46
L47
L48
L49
L50
L51
L52
LSJ
L54
L55
L56
L57
L58
L59
L60
L61
L62
L6J
L64
. LINE OA TA TA8LE
LENGTH
58.74'
J.29'
19.70'
15.Jl'
14.08'
16.22'
IJ.59'
16.09'
46.40'
62.09'
1J0.75'
198.06'
15.71'
294.27'
240.49'
39.80'
67.29'
J.26'
62.09'
15.50'
J.00'
7.00'
4-.42'
4.4-J'
7.00'
7.00'
7.00'
7.00'
J.00'
7.00'
7.00'
7.00'
7.00'
7.00'
7.00'
7.00'
7.00'
7.00'
7.00'
7.00'
J.00'
J.00'
J.00'
J.00'
J.00'
J.00'
J.00'
J.00'
16.50'
16.50'
16.50'
16.50'
16.49'
16.49'
16.50'
16.50'
16.50'
16.50'
16.50'
16.50'
16.50'
1 BEARif,IQ
Nt0'22'04'[
N55'22'04"1!
N10'22'04"E
N79'J7'56"W
N80'52'J4 "W
S86'28'59"W
S69i5'42'W
SBJ'42'11 ·w
N10'22'04't!
S091)8'01 'W
S07'J5'21•w
S07'25'28'W
N82'J4 'J2'W
N89'20'22''N
S89'20'22'8
N82'24'JJ~W
S07'J5'27'Vf
SJ7'24'JJ"e
S09'08'01 'W
N79'J7'56'W
NI0'22 104'B
i S07'J5'27"W
S07'JS'27"W
S07'J5'27'W
S07'J5'27''N
S091J8'01'W
S091)8'01 'W
S091)8'01 "W
S07'25'28"W
S07'25'28"W
S07'25'28'W
S07'25'28·'W
S07'J5'27"W
sorJ5'21·w
i S07'J7'05·'W
! S091J8'01'W
S10'22'04'W
S07'25'2B'W
S07'25'28,"W
! S07'25'28,'W
i S07'25'28•'W
S07'J5'27'Vf
/ S0735'27'W
S0735'27"W
S091J8'0t'W
NB2'JJ1so·w
: N82'JJ'so·w
N82'JJ'so·w
Na2·JJ'so·w
Na2·JJ'5o•w
N8Z'JJ'5o•w
N82'JJ'so·w
S82'24'JJ'i
S82'24'JJ'i
S82'24'JJ'I!
579·37'55•g
s19·37'5r;•t
REMARKS
6' CONCRETE: BERM
6' CONCRETE: BERM
6' CURB ct GUTTER
6" CURB ct GUTTER
6" CURB ct GUTTER
6" CURB
6" CURB ct GUTTER
6' CURB
6" CURB ct GUTTER
6" CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CONCRETE: BERM
6' CONCRETE: BERM
6" CURB
6' CONCRETE: BERM
6' CONCRETE: BERM
6' CONCRETE BERM
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6" CURB
6' CURB
6" CURB
6" CURB
6' CURB
6" CURB
6" CURB
6' CURB
6" CURB
6' CURB
6' CURB
6" CURB
6' CURB
6" CURB
6" CURB
6' CURB
6" CURB
6" CURB
6' CURB
6' CURB
6' CURB
,r.• f'I JDO
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
6' CURB
_I i P: \3336\ENGR\_PLANS\GRADING_Prec,se\33JpGR-PGP,09.dwg,5/23/2007 1: 35: 26 PM
! . .. ------. l-
•
LINE DA TA TABLE
LENGTH BEARING
L65 16.50' S80'51'59"[
L66 16.50' S80'51 '59"[
L67 16.50' S80'51 '59"[
L68 16.50' S80'51'59"[
L69 16.50' 582'22'JB"E
L70 16.50' . S82'22'JB'E
L71 16.50' S82'24'JJ'E
L72 J.00' N10'22'04'E
LlJ J.00' 5091)8'01 'W
L74 J.00' S0735'27'W
L75 16.50' S82'24'JJ'E
L76 16.50' 582'24'JJ'[
L77 7.00' N10'22'04"E
L78 7.00' S091J8'01'W
L79 7.00' s09re•o1·w
L80 15.50' N79'J7'56'W
LBI 15.50' N80'51'59'W
L82 15.50' N80'51'59'W
LBJ 15.50' N80'51'59'W
L84 15.50' N80'51'59'W
L85 15.50' N82'22'JB'W
L86 15.50' N82'22'JB'W
L87 15.50' N82'24'JJ'W
L88 15.50' N82'24'JJ'W
L89 15.50' N79'J7'56'W
L90 15.50' N79'J7'56'W
L91 15.50' N80'51 '59'W
L92 15.50' N80'51'59'W
L9J 15.50' N80'51 '59'W
L94 15.50' N80"51 '59•w
L95 15.50' N82'22'J8'W
L96 15.50' N82'22'J8'W
L97 15.50' N82'24'JJ'W
L98 15.50' N82'24'JJ'W
L99 J.00' N10'22'04'[
LIOO J.00' S09'08'01 'W
LIOI J.00' S09TJ8'01 •w
L102 J.00' S09'08'01'W
LIOJ J.00' S0735'27'W
L104 J.00' so135•21·w
LI05 J.00' so135•21·w
L/06 J.00' S07'J5'27'W
L109 9.00' SB2'24'3J'E
L110 9.00' S80'52'J4'E
L111 J4.00' N07'J5'27'E
L/12 34.01' N07'J5'27'E
L11J J5.85' N08'38'16'E
L114 34.00' N09 '08'01 •,::
L115 J5.52' N10'06'55'E
L116 16.80' N10'22'04'E
L117 34.00' N07'J5'27'E
L/18 34.01' N07'J5'27'E
L119 J5.61' N08'38'2J'E
L/20 34.00' N09'08'01'E
Ll21 J5.JJ' N10'07'02"E
l122 17.00' N10'22'04'E
\
REMARKS CURVE DATA
6" CURB
6" CURB
CURVE:
6" CURB Cl
6' CURB
6" CURB C2
6' CURB CJ
6' CURB
6' CURB C4
6' CURB C5
6' CURB
6' CURB C6
6' CURB Cl
6' CURB
6' CURB CB
6' CURB C9
6' CURB
6' CURB CIO
6' CURB Cit
6' CURB
6' CURB Cl2
6' CURB CIJ
6' CURB
6' CURB C14
6' CURB CIS
6' CURB
6' CURB C16
6' CURB C17
6' CURB
6' CURB C18
6" CURB C19
6' CURB
6' CURB C20
6" CURB C2I
6' CURB
6' CURB C22
6" CURB C2J
6" CURB
6' CURB C24
6" CURB C25
6' CURB
6' CURB C26
6' CURB C27
6' CURB
6' CURB C28
6" REOWOOO HEADER C29
6' REDWOOD HEADER
6" RED WOOO HEADER CJO
6" REOWOOO HEADER CJ2
6" REV WOOO HEADER
6' REV WOOO HEADER CJ5
6' REDWOOD HEADER CJ6
6' REDWOOD HEADER
6' REDWOOD HEADER CJl
6" REOWOOO HEADER
6' REDWOOD HEADER
6" REDWOOD HEADER
ENGINEER OF WORK
PROJECT DESIGN CONSULTANTS
Planning I Lan,dscape Architecture I Environmental I Engineering I Survey
701 8 St,eet. Suila 800
619.235.6471 Tel
San Diego. CA :?2101
619.234.0349 Fax
GREOORY M. SHWS. R.C.!:. <2951 DATE REGISTRATION DESl<lNEO PM
EXPIRES 03-31-00 BY: REVIEW:
S"•J.t,I\ t C.
DELTA
90'0'42.07'
98'59'49.41'
00'9'59.06'
OJ'20'54.06'
86'21'52.46'
92i5'28.17'
01'24'8.69'
16'J0'5.J8'
87'57'11.8J'
08'50'16.87'
05i5'51.62'
Oli4'J.26'
Ol'J2'JJ.5B'
OOifJl.02'
001!'35.49'
98i8'2J.64'
97i5'11.55'
95•44•21.01·
I 68'Jl'I 7. 9 7•
149 '56 '8. JO'
13i5'J8.70"
58'J7'50.15'
40i1'1.44'
32'46'29.59'
01'14'J.26'
45v•o.oo·
0132'JJ.58'
40'J5'16.J1"
9136'11.81'
87'21'27.18'
85'04'34'
6"J7'06'
6"Jl'oo·
SURVEY
R"1EW:
-----------------------~
RADIUS LENGTH
2.00 J.14
J.00 5.18
968.00 2.81
126.61 7.40
2.00 J.01
2.00 J.22
105.00 2.57
128.11 36.90
5.00 7.68
125.00 19.28
15J.50 14.10
268.00 5.77
968.00 26.06
1,038.50 2.58
1,029.50 2.57
2.00 J.4J
2.00 J.J9
2.00 J.J4
22.00 64.71
18.50 48.41
108.00 25.00
50.00 51.16
10.00 7.01
41.50 2J.74
388.00 8.36
10.00 7.85
1,088.00 29.29
10.00 7.08
20.00 31.98
46.00 20.00
J.00 4.45
46.00' 5.31'
46.00' 5.23'
46.00' 15.45'
TABLE
T
2.00
J.51
1.41
J.70
1.88
2.08
1.29
18.58
4.82
9.66
7.06
2.89
IJ.OJ
1.29
1.29
2.J1
2.27
2.21
218.90
68.89
12.55
28.08
J.66
12.20
4.18
4.14
14.65
J.70
20.57
4J.9J
2.66
2.62
7.80
REMARKS
6" CURB
6" CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB
6" CURB
6' CURB
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6' CURB
6' CURB
6" CURB ct GUTTER
6' CURB ct GUTTER
6" CURB ct GUTTER
6' CURB ct GUTTER
6' CURB ct GUTTER
6" CURB ct GUTTER
6" CONCRETE BERM
6' CONCRETE BERM
6' CONCRETE BERM
6" CONCRETE BERM
6' CONCRETE BERM
6" CONCRETE BERM
'
6' CONCRETE BERM
6" CONCRETE BERM
6" RDI..LEO CURB
6" CURB
6" CONCRETE BERM
TRANS/llON FROM ROLLED
CURB TO 6' CONG. BERM
6' CONCRETE BERM
"AS BUil T"
RCE '12.'J-51 EXP. J-41-08
CITY OF CARLSBAD ~ f----+----11-----------------+--.J.---+---I----I ENGINEERING DEPARTMENT Q
t----+---+--------~-------+---+----jl-----+-----f
f----+----11-----------------+--.J.---+---I----I PRECISE GRADING AND EROSION CONTROL PLAN FOR:
'J·l$<J7 PPC
DA TE INITIAL
ENGINEER OF WORK
Ali'· 8/JILT
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAi CITY APPROVAL
BRESSI RANCH
PACIFIC RIDGE: SCHOOL-PA 13
HORIZONTAL CONTROL TABLES
APPROVED: /) / . ~ DEPUTY "!TY ENGINEER ~ N.. {/•4 07
DAl'!O A. HAUSER P! 33081 EXP. 8/J0/06 ' DA~
OWN BY: EC ' RI" PROJECT NO. DRAWING NO. 2!%8 g~; CUP 06-11 445-28
J.N, JJJ/J. 00
070607
' '
' !
\i
I
!
EROSION CONTROL NOTES: i
,.
2.
J.
4.
5.
6,
7.
8,
9.
IN CASE EMERGENCY WORK IS REQUIRED, JoNTACT JIM URBINA AT (760) 715-7712 (CELLULAR),
EQIJIPMENT AND WORKERS FOR EMERG£NC'( WORK s4All BE: MADE: AVAILABLE AT ALL nMES DURING
n-lE RAINY SEASON. ALL NECESSARY MATf:RIALS SH~LL BE STOCKPIL[O ON SITE AT CON\,fN/ENT
LOCAnoNs ro FACIUTATE RAPID CONSTRUfnON OF FPORARY DEVICES 'MIEN RAIN rs IMMINENT.
DEWCF:S SHOWN ON PLANS SHALL NOT 8[1 MO\,fD ORI MODIFIED WITl!OUT n-/E APPROVAL OF Tl!E
ENG/NEp?ING INSPECTOR. I
; i
Tl!E CONTRACTOR SHALL RESTORE: ALL ERQS/ON CONTROL DEVICES TO WORKING ORDER TO Tl!E ·
SAnsr1cnON OF' Tl!E art ENGINEER AF~R EilCH R~N-Ofr PRODUCING RAINFALL.
Tl!E CONTRAcn .. 'OR SHALL INSTALL ADDtnONAL EROSJT .. CONTROL MEASURES AS MAY BE: REQUIRED
BY Tl!~ arr ENGINEER DUE TO UNCOMPLETED GRADl G OPERA nONS OR UNFORESEEN
CIRCUM;iTANCtS 'Ml/CH MAY ARISE. !
' I
Tl!E CONTRACTOR SHALL BE RESPONSIBLE: 1AND SHAL~ tAKE NECF:SSARY PRECAUnONS TO PREVENT
PUBLIC! TRESPASS ONTO AREAS 'MIERE IM10UNOEO iATERS CREATE A HAZARDOUS COND/llON.
ALL EROSION CONTROL MEilSURES PROVIDEO PER 11-lr APPRO'vfD GRADING PLAN SHALL BE
/NCORPORA TED HEREON. !
' ' ' '
' '
GRADE~ AREAS AROUND Tl!F: PRO.£CT PE;~IMETER MIST DRNN AWAY FROM Tl!E FACE Of SI.OPE
AT 11!€ CONCLUSION Of E:ACH WORKING D1Y.
i
• I ~~~ R:J.ivA(:f ;:(5)~JyDfXiiEtR5ta~f'n;f/;;Jc~t r;-/c~/{C:i r:e~~i(fdx)~;ff
ANO OTHER DEBRIS SHALL BE REMO\,fD ,TER EA-:i RAINFALL
10. All GRA \,fl BAGS SHALL Bf BURLAP TW~ Win-/ J/l INCH MINIMUM AGGREGATE.
11. SHOULQ G[RMINA nON Of HYDROSEEOED SI.OPES FAIL TO PROVIDE EFFECnvc CO\,fRAGE Of GRAD[D
SLOPE~ (90Jt CO\,fRAGE) PRIOR TO NOl£M'.BER 15, , t SI.OPES SHALL BE STABILIZED BY PUNCHED
STRAW INSTALLED IN ACCORDANCE WITH s,;cnoN J5.f)2J Of Tl!E EROSION ANO S[DIMENT CONTROL
HANDBqOK Of mE DEPARTMENT Of CONS!fRVA llON, Sf A TE OF CALIFORNIA.
' I I
P: \3336\ENGR\_PLAN~\GRADINGYrecise\3336GR-~GP _EC1 ,dwg,5/23/2007 1: 37: 41 PM
! !
GRAVE!. BAGS 01,fRLAP
ONTO CURB
-----RUNOFF -
~
0
s· ~I
J HI
2 HI
10·
~JR
B ~,
tl 9l ~I 5' ~
s
10' ~IR 0
B
!I B
A.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION NOTES,
ALL PERMANENT ANO TEMPORARY EROSION CONTRa. PI.ANnNG ANO IRRIGAnON SHALL 8[
INSTALLEO ANO MAINTA/NEO AS REQUIREO IN SECnON 212 Of' THC STANOARO
SPECIF/CA DONS ANO THE FOLLOWING:
HYDROSEED/NG SHALL BE APPLIEO TO: ,.
2.
All SLOPES mAT ARE GRADED 6: 1 (HORIZONTAL TO 1£RnCAL} OR STEEPER
'MIEN mEY ARE::
a. mREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC WALL
OR STREET.
b. ALL SI.OPES 4 FEET OR MOR£ IN HEIGHT.
AREilS GRADEO Fl.A TTER mAN 6; I 'MIEN ANY OF' THC FOLLOWING CONDI DONS
EXIST:
a. NOT SCHEDULf:O FOR IMPRO'vf:MENTS (CONSTRUCnON OR GENERAL LANOSCAP/NG}
llfTH/N 60 DAYS OF ROUGH GRADING
b.
C.
IDENnFIEO BY mE PARKS ANO RECREilllON DIRECTOR AS HIGHLY WSIBLI! TO
Tl!! PUBLIC.
HA \,f ANY SPECIAL CONDIDON IDENllFIEO BY 11!£ art ENGINEER Tl!AT WARRANTS '
IMMEDIATE TRE:A TMENT.
HYDROSEEDEO AREAS SHALL 8£ /RR/GA TEO IN ACCORDANCE v.lTH THC FOLLOWING CRITERIA:
,.
2.
J.
ALL SI.OPES mA T AR! GRADEO 6: I OR STEEPER ANO mAT ARE::
a.
b.
n-/REE 70 EICH T FEET IN HEIGHT SHALL 8£ /RR/GA TEO BY HANO WATERING FROM
QIJ{CI( COUPLERS/HOS! BIBS OR A CONVENllONAl SYSTEM Of LOW PRECIPITA noN
SPRINKLER HEADS PROVIDING 100Jt CO\,fRAG!.
CREA TER n-/AN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A CONVENDONAL
SYSTEM Of LOW PRECIPITA nON SPRINKLER HEADS PROVIDING 100Jt CO\,fRAGE.
ARf:AS SLOPEO LESS mAN 6: I SHALL BE /RR/GA TEO AS APPROVEO BY mE art ENGINE[8,
PRIOR TO HYDROSEEDING. mE DEVELOPER SHALL SUBMIT A PROPOSEO SCHEJ./E TO PROVIDE
/RR/GA noN ro Tl!E art ENGINEER. THC PROPOSAL SHALl BE SPECIFIC REGARDING mE
NUMBERS. TWES .. COSTS OF Tl!E ELEJ./ENTS OF me PROPOSEO SYSTEM.
/RR/GA nON SHALL MAINTAIN me MOISTURE: LE\,fl OF Tl![ SOIL AT Tl!! OPnMUI,/ LEVEL FOR
mE GROWn-1 OF' mt HYDROSEEDEO GROWn-1.
HYDROSEED/NG MIX SHALL CONSIST OF All OF' Tl!E FOLLOWING: ,.
2.
J.
SEEO MIX SHALL CONSIST Of NO LESS mAN:
a. 20 lbs. PER ACRE Of ROSE Cl01£R
b. 20 lbs. PER ACR£ Of ZORRO FESCU£
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNIA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lb._ PER ACRE Of AL YSSUI,/ (CARPET OF' SNOW} f. 1/2 lb. PER ACRE OF
DIMORPHOLECA
g. ITEMS c,d,s, ANO f OF m,s SUBSECnON MAY 8[ OMITTEO ON LOCAnONS 'MIER£
Tl!E ARE:A BEING HYDROSEEDEO IS NOT VISIBLE FRO/,/ EITl!ER A PUBLIC STREET
OR RESIDENnAl STRUCTURES.
h. ITEM a OF Tl!IS SUBSECDON MUST 8£ INOCULA TEO v.tlH A NITROGEN FIXING BACTERIA
ANO APPLIEO DRY EITl!ER BY DRILLING OR BROADCASnNG BEFORE HYDROSEED/NG.
I.
J
ALL SEED MATERIALS SHALL BE TRANSPORTED TO 11!£ JOB SITE IN UNOPENED
CONTAINERS llflH Tl!E CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERllFICAnON TAG ATTACHED TD. OR PRINTED ON SAID CONTAINERS.
NON-PHYTO-TOXIC wcmNG AGENTS MAY BE ADDEO TO Tl!E HYDROSEED SI.URRY
AT 11!1! DISCREllON Of Tl!E CONTRACTOR.
TW£ 1 MULCH APPLIEO AT 11!£ RA TE Of NO LESS IHAN 2000 lbs PER ACRE. TWE 8 MULCH
(STRAw) MAY BE SUBSllTUTEO, ALL OR PART, FOR HYDRAULICALLY APPLIEO FIBER MA TERiAL
'MIEN STRAW IS USEO IT MUST BE ANCHOREO TO Tl!E SLOPE BY MECHANICALLY PUNCHJN()
NO LESS IHAN SOJC OF 11!£ STRAW INTO Tlif SOIL
FERllLIZER CONSISllNG OF AMMONIUM PHOSPHATE SUIFA TE, 18-20-0. 1117H 1SJC SULFUR .
APPLIED AT Tl!E RA TE Of SOO lb.. PER ACRE.
ARf:AS TO 81! HYDROSEEDEO SHALL Bf PREPAREO PRIOR TO HYDROSEEDING /3Y:
,.
2.
ROUGHENING Tl!! SURFACE TO 13! PI.ANTEO BY ANY OR A COMB/NA DON OF:
a. TRACK WALKING SLOPES STEEPER IHAN 6: 1
b. HARROWING AREilS 6: I OR Fl.A TTER IHAT ARI! sumctENTl Y FRIABLE.
c. RIPPING AREilS IHAT WILL NOT BREilK UP USING ITEMS a OR b A801£.
COND/llON/NG Tl!E SOILS SO n-/AT IT IS SUITA8l£ FOR PLANnNG BY:
a. AOJJSnNG Tl!E SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA 7VRA Tro SEEO BEO.
b. mt ADD/nON Of SOil AMENDMENTS, PH AOJJSTMENT, LEilCH/NG OR CO\,fR/NG
SALINE SOILS TO PROVIDED WABLE COND/nONS FOR GROWTli.
I!:. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWn-1 UNnl Tl!E
PRO,£CT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS 'MIER[ HYDROSEEDING IS n-/E
PERMANENT LANDSCAPING, UNlll Tl!E PRO.£CT IS COMPLETED AND ALL BONDS RELEASED.
LEGEND:
fIIl. DESCRIPVQN
12.800 SF HYDROSEED
580 IF
SOO EA
J40 IF
1 EA
SILT FENCE
GRAVE!. BAGS ,
FIBER ROLL ·
STABHJZED CONSTRUCllON [NTRANCE
CASQA STANDARD!
--0>-----<0>---<0>---
=·
. < mxxxxmw> ~
ri AS BUil T"
EC-4
SE:-1
SE:-4
SE:-5
TC-1
GAP BETWEEN BAGS
ACTS AS SPILLWAY n-/REE LAYERS OF GRA 'vfL BAGS
WITH ENDS O\,fRLAPPED TEMPORARY DESIL TING BASINS AT INLETS
\S\\~\~\).-
SECTlON 8-8 RCE 1Z951 J·:3T·Od DATE EXP,----
PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVEO OR UNPA\,fD
AT mo INTERVALS IND/CA TED BELOW. V[LOCITY CHECK DAMS SHALL BE
CONSTRUCTEO Of SANDBAGS. EARn-1 DIKES MAY NOT BE USED AS
VELOCITY CH[CK DAMS
GRAVEL BAGS DETAILS
NO SCALE
GRAD£ Of 1HE STREET
L£SS Tl!AN 2Jt
2Jt TO 4Jt
4Jt 70 10,C
O\,fR 10Jt
ENGINEER OF WORK
INTERVAL
AS REQUIRED
100 FEET
SO FEET
25 FEET
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey
' '
701 B Street, Suite ~00
619.235,6•f1 Tel
San Diego, CA 92101 .
619.234.0349 Fax
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PRECISE GRADIN(l ANO EROSION CONlROL PLAN FOR:
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APPROVED:
ORA'MNG NO.
445-28
J.N. J,»6. 00
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