HomeMy WebLinkAboutDWG 423-4A; CUP 04-13; BRESSI RANCH WELCOME HOME CENTER; 01-04r------------------------------------------------------------------------------------------------------1
PRECISE
RANCH -
GRADING PLANS:
BRESSI WELCOME HOME CENTER
P LJ-\J\JJ\JJJ\J G J-\F1eJ-\ _..-J5
LOT
1
-
LOT 5
KEY MAP LEGEND
SCALE: I•; 100'
r
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---------7
Q) I
SHEET UM/TS
LOT 2
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LOT 3
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I LOT 4
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SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERAT[D /JY: PHOTOGRAMME7RY
MElHOOS FROM INFORMATION CATHERE{) ON, MAY 11. 1998 BY SAN-LO AERIAL
SUR'vfYS ANO fJY MASS GRADING CONTOURS PER DWG. NO. 400-BA
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 1/0NAL MAP
ACCURACY STANDARDS.
IMPORTANT NOTICE
SECTION 421~/4217 OF T1IE GOvr:RNMENT CODE REQUIRES A DIG ALERT
/DENT/FICA 1/0N NUMBER BE ISSUE{) BEFORE A "PERMIT TO EXCAVATE" WILL BE
VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT:
T[X_L FREE 1-800-422-41JJ; 00 WORKING DAYS BEFORE YOU DIG.
I
I
I
OWNERS CERTIFICATE
--(0>---
---.--
SHEET NO.
FIRE HYDRANT
STREET UGHT
STORM DRAIN
SE1.£R'
WAJER'
RE Cl.A/MEO WA /ER
I (1.£) HEREBY CERTIFY lHAT A REG/STEREO SOILS ENGINEER OR GEa.OGIST HAS BEEN OR 1141.l BE
RETA/NE{) TO SUPERVISE O'vfR-ALL GRADING AC17\ffY AND ADVISE ON lHE COMPACTION AND
STAfJIUTY OF lH/S SITE.
\
n : DAit:
"DECLARA 11ON OF RESPONSIBLE CHARGE"
I HE:REBY DF:CLARE THAT I AM THF: ENGINEER OF WORK FOR THIS PROJECT. THAT I HA \I£
F:XERCISFD RESPONSIBLF: CHARGF: 0\1£R THF: DESIGN OF THF: PROJECT AS DEFINED IN
sr:cnoN 670J OF 11-IF: BUSINESS AND PROFESSIONS CODE. AND THAT THF: DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THF: CHF:CK OF PROJF:CT ORA WINGS AND SPF:CIFICA TIONS BY THF:
CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES
FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSULTANTS
EARTHWORK
FILL: 100 C. Y.
CUT: 830 C. Y.
REMEOIAL: 0 C. Y.
Si ~f-
Iii vr,,~ I ALOMAR ~
~ 's
PRO.JF:CT
SITE L---,
ROAD
_,-__r FU£R71:
STRffT
~ ~ ~NSHnA . >
I.AN£
VICINITY MAP
NOT TO SCALE
SOILS ENGINEER'S CERT1FICA TE:
I, \Ni~~ t) .Ot.t,n fer t.....lJ..,. A REG/STEREO CIVIL
ENGINEER' OF mr STA JE OF CALIFOJli!i:,w,NCIPALL y DOING BUSINESS IN
THF: FlaD OF APPI./EO SOil MECHANICS, HEREBY CERTIFY THAT A SAMPUNG
ANO STUDY OF THE SOIL CONOITIONS PREVALENT WITHIN THIS SITE WAS
MADE BY. ME UNDER MY DIRECTION BETWEEN TH[ DA JES OF
• 20t>0 AND
• 20(21/.. TIIO (2) COMPLETE COPIES OF
TH[ SOILS REPORT COMPILED FROM 1H/S STUDY, WllH MY RECOMMENDATIONS,
HAS BEEN ~~lfl!JD T9'"fHf;H1CE OF TH[ CITY ENGINEER.
SIGNED: ~~~~---'W~{l.1,--WIWAIJ D""AVl:-cD~Ol.~SON ____ _
R.C.E. NO.: ~45=2=8~3 _________ _
DATE: 2•"l.-<I~
UCENSE EXP/RATION DA JE: --=09"-/JO='-/i""~'-----
LEGAL DESCRIPTION
BEING A PORTION OF LOT 4 OF CARLSBAD TRACT CT OJ-OJ IN lHF: CITY
OF CARLSBAD, COUNTY OF $AN DIEGO, STA JE OF CAUFORN/A, ACCORDING
TO MAP THEREOF NO. 14800, ON TH[ FILE IN THE OFFICE OF THE COUNTY
RECORDER' OF SAN DIEGO COUNTY ON MAY 21, 2004 OF OFFICIAL RECORDS.
PROJECT LOCA 11ON
THIS PRO.ECT IS LOCA TfD WITHIN ASSESSOR'S PARCEi. NUMBER(S)
213-030-18
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS:
1990-6252 (lAMBER'T COORDINAJES 345-1696)
OWNER/DEVELOPER
NAME: BRESSI GARDENLANE, LLC., A DELAWARE UM/JED
UABIUTY COMPANY, AS OWNER
8~ LENNARA.NR CAMINO PALOMAR, LLC.,
A DELA WARt UM/ JED UABIUTY COMPANY
UABIUTY COMPANY, ITS ADM/NISTRA TIVE MEMBER
B~ LENNAR HOMES (F CAIJFORNIA. INC .•
A CALJFORNIA CORPORATION, I TS MANA GER
ADDRESS: 1525 FARADAY A'vfNUE SUITE JOO
CARLSBAD, CA. 92008
PHON[: (760) 918-7765
NOJE: THF: CONSTRUCTION OF UNDERGROUND FACIUTIES SHALL NOT BEGIN UNTIL A LETTER
HAS BEEN SUBM/1:i;;";dJt CITY ENGINEER FROM THE SOILS ENGINfER STATING
lHE SE~i~ ~ e:DING IS COMPLETE.
1TS: v,cJ flll.oe>tf
WORK TO BE DONE:
lHE IMPRO'vfMENT WORK SHALL CONSIST OF 711£ CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACIUTIES, EROSION CONTROL FACIUTIES,
ANO PREPARA 1/0N OF AS-BUil T Pf.ANS, AS-fJUIL T GEa.OGIC MAPS AND REPORTS,
ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, RESa.unoNS AND ORDINANCES CITfD ON 111ESE PLANS.
111E IMPRO'vfl./ENT WORK SHALL BE PERFORMED IN ACCORDANCE: VrllH lHE Fa.LOWING
DOCUMENTS, CURRENT AT lHE TIME OF CONSTRUCTION, AS DIRECJE{) BY THE CITY
ENGINEER'.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAO STANDARDS
3. THIS SET OF PLANS
4. RESIXUTIONS NO. 5665 DA TED &LY 7, 2004
5. 111[ STANDARD SPECIF/CA 1/0NS FOR' PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
ll. 111[ SOILS Rf:PORT 1/llED "SUPPLEMENTAL GEOJECJ-/NICAL INVESTIGATION FOR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA• PREPARED BY LEIGH TON AND ASSOC/A TfS
DATfD MARCH 14, 2001 .
l. lHE SOILS Rf:PORT TlllEO "AS-GRADE{) REPORT OF FINE GRADING, COMMUNITY PARK IN
Pf.ANN/NG AREA OS-2, VILLAGE SQUARE AN{) lHE WELCOME HOME CENJER IN PLANNING
AREA PA-15, ANO THE PARK SITE IN Pt.ANNING AREA PA-10, BRESSI RANCH, CAUFORNIA,
PREPARED BY LEIGHTON ANO ASSOC/A JES, DA JEO NOVEMBER 2, 2004.
8. THE SAN DIEGO AREA REGIONAL STANDARO DRAWINGS ANO AS MAY BE MODIFIED BY lHE
CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769332.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATfD 12/15/98.
LEGEND:
ITEM
PAO ELEVA 1/0N --- -- ---- -- -----
FIN/SHE{) FLOOR' ELEVA 1/0N -----;---- - -
3/4" IRRIGATION MEJER PER LANDSCAPF: Pl.ANS----
Pl.ANNING AREA BOUNDARY ---------
EXISTING CONTOUR
FINISHED CONTOUR - - -------
FIN/SHE{) GRADE ELEV. ----- -- -- -- -- ---
FINISHED SURFACE ELEV. --------
INVERTELEV.-- ---+-- - - - - -
TOP OF CURB-- --------
SE'M:R' LAJERAL P.O.C.----- -- -- -- -- ---
WAID? SER'VICE: P.O.C.--- -- -- -- -- ----
BLADED SWALE----------
EXIST. DA 'rt./GHT TO NA n.JRAL --------
• DENOTES CITY OF CARLSBAD STANDARD DRAWING
SYM80L
@TI
!Fr:408.10!
--ml
-230-
,n~.O ~
4~ --rs ~
~
--®
--®
NOTE: All STANOARO ORA WING NUMBERS REFER TO SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS UNLESS OTHER WIS! IND/CA TEO.
SHEET INDEX
SHEET I .............................. 71 llf: SHEET, KEY MAP, LE GENO, NO TfS
SHEET 2 ............................... DfTAILS ANO SPECIAL NOJES
SHEET J .............................. PRECISE GRADING Pl.AN
SHEET 4 .............................. EROSION CONTRa.
REFERENCE DRAWINGS:
INDUSTRIAL BACKBONE IMPRO'vfl./ENTS
RESIDENTIAL BACKBONF: IMPRO'vfl./ENTS
RESIDENTIAL BACKBONE STORM DRAIN IMPR'OVEMENTS
MASS GRADING
D VtG. NO. 400-88
0 M;. No. 400-8
OM;. NO. 400-BC
OM;. No. 400-BA
~N~ DEPARTMENT APPROVAL "AS BUILT"
-(Sl~D) DATE: J /'if fas-~~~ -:J.-~S-~il
··r-,
. "
t l
ADDRESS: 701 B STREET. SUITE 800
CITY, STA TE: SAN DIEGO, CALIFORNIA
EXPORT: 730 C. Y. Aul~-t-PLANNING DIRECTOR DATE ~%m• DA TE: ~1o, /t:P:J 1--'.,;R~CE~~,tl'~~:::/:::~::::::__:E::.'.X~P:.:. /=~=-:::'.:-J,~r{-C==f/=---~
(SIGNED)
T: \En,r\247ci\Plans\W[LCCM[ C[•'ITR 01.dwg Oi/2</2C05 OJ.·58.06 PM PST
TELEPHONE: (519) 235-6471
BY:_.LJ;\-"""'"'=c-"N...A_"--"'"""'.'-"----------OA TE: -z. . °I. u; d'" GREGORY M. SHIELDS
RC[ 42951
RF:G. EXP. DA TE: OJ/JI /06
BENCH MARK
DESCRIPTION: BRASS OISK IN CONCRETE: IN A STANDARD SUR'vfY WELL ON
CENTERLINE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA TlON NO •. R1800 288+89 EC
ELEVA 1/0N: 311.407 M.$.L DA TUM: N.G. V.D. 29
cfESs
:< M. S.
,.._ '" G>
"' V' --No. 42951 ~
C> "' ~ Exp. 0J-J1-06 J;
C/V\\.
or CAI.I~
PR.oJECTDF.SIGN CoNSULTANIS
PIANNINO • .liNVJRcfflfflN • ENo!NBl!RINo • SUIM!YIGPS
70 I B Street, Suite 800, San Diego, CA 9210 I
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS. R.C.E. 42951 DA TE RE~S1RA TION DESIGNED PM ,~ -¾ EXPIRES D.l-31-IJII BY: Rn,EW: 1¥: ~ 7-. '1-11-s MS
PRIVATE CONTRACT RECOMMENDED BY:c;h~<' u.,\e,,hho
' (PRINT NAME)
1--1---1-------------~_j~_j~_j~_jl~E,ETl~_c_1_TY_o_F_c_A_R_L_s_s_A_o_~l~E4ETsl ~ ENGINEERING DEPARTh1ENT
PRECISE GRADING PLANS FOR:
BRESSI RANCH
WELCOME HOME CENTER
'----+---1-------------------J.--+-~-+---l----l I APPROVED: LldiJ'o B. HUBBS dr , ~---"d . •,t :Y~J
2 /'I 08 pex, • 5-~~"°'t.-T'"".---------------il---+--1---J----l ~-R=~==::::::""'GllililCP:'::i!lft'::"M'i=::;'';:~~:~:'=_-::':_':=_:=_Cl:'::_TY:'=_:=E_N=:"G_:'::IN-=EE_=;R~,==:;-=~;_~?_:::'~'_=:~~~-=~~~
~D-'cATEi=.µIN..!:l::!:TIA::::.L-1-~-==-----------..LD-A-TEJ_IN_ITI_A_L_J__D_A_ TEJ.I_NI_TI_A_JL g~D BJ~: fllW PROJECT NO.
NGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 4-13
DRAWING NO.
423-4A
, .,' "
·f-1 • ;
03220
GRADING NOTES:
(IN AOOlnON TO n--lE REQUIREMENTS OF CHAPTER 15.16 OF n--lE
CARLSBAD MUNICIPAL CODE.)
1. THIS PIAN SUPERSEDES ALL OTHER PLANS PREVIOUS!. Y APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PU.NS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORllON Of THE CARLSBAD
MUNICIPAL CODE, R£SOLUllON Of CONDtnONAL APPROVAL. CITY STANDARDS OR OTHER
ADDtnONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE
ENGINEER IN RESPONSIBLE CHARGE SHALL REv1SE: THESE: PLANS 'MiEN NON-CONFORMANCE
IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT Ra/EVE: 7HE OEvaOPER OR ENGINEER-Of-WORK
FROM RESPONSIBILITY FOR THE CORRECllON Of ERRORS AND OMISSIONS DISCOVERED DURING
CONSTRUC710N. ALL PLAN RE\IISIONS SHALL BE PROMP1l. Y SUBMIT1fD TO THE CITY ENGINEER
FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY £NG/NEER I\ILL BE REQUIRED FDR ANY WORK IN
THE PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CER71FICA TE OF INSURANCE
MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDlllONAL INSURED ON THE
PERMIT1fE'S POLJCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF
LJABILJTY. 7HE INSURANCE COMPANY WRtnNG IHE POOCY MUST HAVE A RAllNG OF 'A' AND
A SliT CATEGORY OF CLASS VAS ESTABLISHED BY 'BESTS' KEY RAllNG GUIDE.
5. UNLESS EXEMPTED BY SEC710N 301.(b)5 OF /HE UNIFORM BUILDING CODE, RETAINING WALLS
OUTSIDE Of PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM IHE BUILDING
DEPARTMENT.
Ii. NO WORK SHALL COMMENCE UNnL ALL PERMITS HA VE BEEN OBTAINED FROM /HE CITY AND
OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY /HE CITY ENGINEER DOCS NOT AUTHORIZE ANY WORK OR
GRADING TO BE PERFORMED UNllL /HE PROPERTY Oo\NER'S PERMISSION HAS BEEN OBTAINED
AND A VAUD GRADING PERMIT HAS BEEN ISSUED.
8. NO RE\IISIONS WILL BE MADE TO IHESE PLANS I\ITHOUT /HE WRIT1fN APPROVAL OF IHE
CITY ENGINEER, NOTED WITHIN /HE RE\IISION BLOCK, ON THE APPROPRIATE SHEET OF /HE
PLANS AND THE n7LE SHEET.
9. ORIGINAL DRAI\INGS SHALL BECOME THE PROPERTY Of THE CITY UPON BEING SIGNED BY IHE
CITY ENGINEER.
10. IHE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDtnONS BY IHE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
'1. ACCESS FOR FIRE AND OTHER EMERGENCY \£HICLES SHALL BE MAINTAINED TO /HE PROJECT
SITE AT ALL nMES DURING CONSTRUCnON.
12. WI-IERE TRENCHES ARE I\ITHIN CITY [ASEMENTS, A SOILS REPORT COMPRISED OF: (A)
SUMMARY SHEET. (8) LABORATORY WORK SHEEJS AND (C) COMPACllON CURVES. SHALL BE
SUBMIT1fD BY PROFESSIONAL ENGINEER OF TH[ STA TE OF CALIFORNIA, PRINCJPALL Y DOING
BUSINESS IN IHE r,ao OF APPLIED SOILS MECHANICS. IH[ SOILS REPORT WILL BE
SUBMIT1fD TO /HE CITY ENGINEERING INSPECTOR I\IIHIN TWO (2) WORKING DAYS OF TH[
COMPLEllON OF FIELD TESTS
IJ. A SOILS COMPACllON REPORT AND COMPLIANCE VER/FICA noN REGARDING ADHERENCE TO
RECOMMENDA noNS OU1l.lNEO IN THE SOILS REPORT IS REQUIRED PRIOR TO IHE ISSUANCE
Of A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER /HE DIRECllON
OF A PROffSSIONAL ENGINEER Of IHE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS
IN IHE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FVIVRE FILL AREAS SHALL BE
CONSTRUCTED IN ACCORDANCE 111TH /HE CITY OF CARLSBAD STANDARD SPECIF/CA noNS ANO
THE "EARTHWORK SPEC/FICA 710NS' A TTACHEO TO THE PRELIMINARY SOILS INVESllGA noN.
DAil y Ftao COMPACllON REPORTS WILL BE SUBM/77[/J TO TH[ PROJECT INSPECTOR.
14. A PRECONSTRUC710N MEE71NG SHALL BE HELD AT /HE SITE PRIOR TO THE BEGINNING OF
WORK AND SHALL Bf A T1fNDED BY ALL REPRESENTA nVES RESPONSIBLE FOR CONSTRUCllON.
INSPECllON, SUPER\11SION, TES71NG AND ALL OTHER ASPECTS OF /HE WORK. THE
CONTRACTOR SHALL SCHEDULE /HE MEEllNG IHROUGH-IHE PERMIT CLERK (760-602-2780
EXT. 7302) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCllON.
APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULJNG. /HE GRADING PERMIT I\ILL
BE PROVIDED BY THE PROJECT IN SPEC TOR AT IHE MEEllNG.
15. ALL INSPECllON REQUESTS OIHER /HAN FOR PRECONSTRUCllON MEEllNG WILL BE MADE BY
CAWNG THE ENGINEER/NG 24-HOUR INSPECllON REQUEST LINE AT (760) 438-3891.
INSPECllON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON /HE DAY BEFORE THE
INSPECllON IS NEEDED. INSPEC710NS WILL BE MADE IHE NEXT WORK DAY UNLESS YOU
REQUEST OTHERI\ISE. REQUfSTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO (2)
FULL WORK DAYS LATER.
I~. THE Oo\NER AND/OR APPLICANT IHROUGH IHE DEvaOPER ANO/OR CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, ANO SHALL
BE SOLEl Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STA TE AND FEDERAL SAFEfr AND
HEALTH STANDARDS, LAWS AND REGULAllONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECllON 6705 BY SUBM/TnNG A DETAIL
PLAN TO IHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOI\ING /HE DESIGN OF
SHORING, BRACING SLOPING OR OTHER PROWSIONS TO BE: MADE OF VtVRKER PROTrCllON
FROM /HE HAZARD OF CAVING GROUND DURING THE EXCAVA 710N OF SUCH TRENCH OR
TRENCHES OR DURING THE PIPE /NSTALLA noN THEREIN. 71/IS PLAN MUST BE PREPARED FOR
ALL TRENCHES FIVE FEET (5') OR MORE IN DEPn-1 ANO APPROVED BY /HE CITY ENGINEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. rf /HE Pl AN VARIES FROIJ 1HE
SHORING srsm., STANDARDS ESTABLISHED BY THE CONS71?UCVON SAFETY ORDfRS. nn.E 8
CAIIFORN/A ADM/NISTRA 11\f CODE, 1HE Pl AN SHAii Bf PRfPARfQ BY A RFG/S7fR£Q
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST
BE SUBM/T1f0 TO THE INSPECTOR PRIOR TO EXCA VA noN.
18. NO BLASnNG SHALL BE PERFORMED UNnL A VALID Bf.ASllNG PERMIT HAS BEEN OBTAINED
FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA noN FOR BI..AS71NG PERMIT ffiL IN ADVANCE
OF /HE SCHEDULJNG OF BLASllNG OPERA 710NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 1\1711/N ANY WORK AREA DURING
CONSTRUC710N, OPERAllONS WILL CEASE IMMEDIATELY, AND /HE PERMITTEE WILL N071FY /HE
CITY ENGINEER. OPERAllONS WILL NOT RESTART UNTIL THE PERMIT1fE HAS RECEIVED
WRIT1fN AUTHORITY FROM /HE CITY ENGINEER TO DO SO.
20. ALL OPERA 710NS CONDUCTED ON 71/E SITE OR ADJACENT THERETO, INCLUDING WARMING UP,
REPAIR, ARRIVAL. DEPARIVRE OR OPERA llON OF TRUCKS. EARTHMO\IING EQUIPMENT,
CONSTRUCllON EQUIPMENT AND ANY 0/HER ASSOC/A TED GRADING EQUIPMENT SHALL BE
L/1,//TEO TO THE PERIOD BET'lflN 7:00 A.M. ANO SUNSET EACH DAY, MONDAY' THRU FRIDAY'
AND NO [ARIHMO\IING OR GRADING OPERA noNS SHALL BE CONDUCTED ON WEEKENDS OR
HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT
COUNTER.)
GRADING NOTES (cont.)
21. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO /HE CITY ENGINE[R FOR APPROVAL TWO (2) FULL WORKING DAYS PRIOR
TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY /HE CITY ENGINEER. /HE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STRE[TS AS A RESULT OF
THE GRADING OPERA noN.
2J. BRUSH SHALL BE REMOVED ONLY Ill/HIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL llNG IN IHE PONDING OF WATER IS NOT PERMITTED. ALL [AR/HEN SWALES AND DITCHES
SHALL HA VE A MINIMUM ONE PERCENT SI.OPE.
25. IHESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS
APPROVED BY /HE CITY ENGINEER OR AS DIRECTED BY /HE PROJECT INSPECTOR.
211. ALL stOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. /HE SITE SHALL BE LEFT IN A N[AT
AND ORDERLY COND/710N. ALL STONES. ROOTS OR 0/HER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY
ENGINEER.
27. ALL stOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED 1\1711/N TEN (lo) DAYS OF /HE TIME WHEN EACH SI.OPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE: MANUAL THE
LANDSCAPING PLANS FOR THIS PROJECT, ORA WING NO. 400-BN, AND/OR AS DIRECTED BY /HE CITY [NG/NEER OR PLANNING DIRECTOR.
29. IHE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 71/E WORK OF THESE GRADING PLANS 111711 71/A T SHOWN ON
BOTH THE LANDSCAPE ANO /RR/GA TION PLANS ANO IHE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 111TH THE LANDSCAPE'.
MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE R[INFORCED CONCR[TE PIPE 111TH A MINIMUM 0-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE 111TH A MINIMUM 0-LOAD
OF 2,000. FOR PRIVATE STORM DRAINS. PIPES UP TO 15' PVC MAY BE UTILIZED PROVIDED DEPIH IS LESS THAN 15 FEET AND BACKFILLED I\IIH
J/4' ROCK PER SDRSD S-4 TYPE 'C' ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE.
31. 'MiERE AN EXISTING PIPE LJNE IS TO BE ABANDONED AS A RESULT OF /HE GRADING OPERA710N, IT SHALL BE REMOVED WITHIN TWfNTY FEET OF
BUILDING OR STREET AREAS ANO REPLACED 111TH PROPERLY COMPACTED SOILS. fN OTHER AREAS, THE PIPE I\ILL BE PLUGGED 111TH CONCRETE OR
REMOVED AS APPROVED BY /HE CITY ENGINEER.
32. /HE CONTRACTOR SHALL VERIFY THE LOCA 710N OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) I\ITHIN IHE PROJECT SITE
sumCIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF 71/E GRADING PLANS IF fT rs FOUND THAT /HE ACTIJAL LOCAnONS ARf IN CONFIJCT
WITH THE PROPOSED WORK.
33. /HE CONTRACTOR SHALL N071FY AFITCTED unuTY COMPANIES (SEE 8El011'.) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRADING
NEAR /HEIR FAC/UllES AND SHALL COORDINATE /HE WORK 111TH A COMPANY REPRESENTA71VE.
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 602-2720
UNDERGROUND SERVICE ALERT 1-800-422-4133
CITY OF CARLSBAD (SEWER, WA IE'R & RECLAIMED WA !ER) (760) 4J8-2722
SDGM: (760) 438-6200
SBC 1-800-422-4/JJ
LEUCADIA WASTE WATER DISTRICT (760) 753-0155
ADELPHIA CABLE\IISION (760) 438-5241
OOVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-/HE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
TECHNICAL AD\IICE, OBSERVE AND CONTROL THE WORK IN PROGRfSS {15. 16.120A.8.} CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-IHE FOLLOWING REPORTS MUST BE SUBMIT1f0 TO IHE CITY ENGINEER
\/IA THE PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 71NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL., stOPf
PLANllNG AND /RR/GA noN ARE INSTALL£D IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN
SAMPLE OF COMPLIANCE LET1fR FROM CITY ENGINEER DEPARTMENT).
(2) AS-BUILT GRADING PLAN. ··
(3) REPORT FROM THE SOILS ENGINEER, 'Ml/CH INCLUDES RECOMMENDED SOIL BEARING CAPAClll£S, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF IHE SOil. ANO SUMMARIES OF FIELD AND LABORATORY TESTS. IHE REPORT SHALL ALSO
INCLUDE A STA T[/,/ENT BY THE SOILS ENGINEER THAT /HE GRADING WAS DONE IN ACCORDANCE WITH /HE
REQUIREMENTS AND RECOMMENDATIONS OUTlJNED IN IHE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS /HERE
(4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH[ CITY.
35. UNLESS A GRADING PERMIT FOR /HIS PROJECT IS ISSUED I\ITHIN ONE (I) \'rAR AF!ER /HE CITY ENGINEER'S APPROVAL. /HES£ PLANS MAY BE
REQUIRED TO BE RESUBMIT1f0 FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.
Jli. /HE SOILS REPORT 71Tl£0 'SUPPl£MENTAL GEOTECHNICAL INVES71GA noN FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY:
LEIGHTON & ASSOCIATES. INC. DATED: MARCH 14, 2001 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE 111TH THE RECOMMENOA noNS AND SPEC/FICA TIONS CONTAINED IN SAID SOIL REPORTS.
HYDROLOGY REPORT
HWROLOGY;);YDRAUUC SIVDY FOR CT-02-14 HAS BEEN PREPARED BY PROJECT DESIGN
CONSULTANTS IHE REPORT IS llTLED 'DRAINAGE SIVOY FOR BRESSI RANCH, PLANNING
AREAS 6-10 & 12•. FOR THE SPECIFIC PARK AT OS-2 IHE REPORT "PRELIMINARY
DRAINAGE STUDY FOR BRESSI RANCH RECREA noNAL AREA OS-2 • ALSO PREPARED BY
PROJECT DESIGN CONSULTANTS
AIR OUALrrY NOTES
1. ALL GRADING SHALL BE DONE IN COMPLIANCE 111TH SDAPCD AND CARB
STANDARDS AND REQUIREMENTS AND DUST CONTROL STANDARDS IN TlnE
24 OF IHE CALIFORNIA ADM/NISTRA TION COD£.
2. WATERING OF THE GRADING SITE SHALL TAKE PLACE BEFORE AND DURING
GRADING OPERA noN TO MINIMIZE DUST GENERA 710N. A WATER TRUCK SHALL
BE REQUIRED TO BE ON SITf AT ALL TIMES TO /HE SA llSFAC7ION OF /HE
CITY ENGINEER.
PRoJECTDFSIGN CONSULTANTS
BENCH MARK
PlANNINO • ENVlRONMENrAL • llNGINBERlNO • SURVBYIGPS
70 I O Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
T· \[ngr\2479\Plans\~LCOM[ C[I./TER ]2.c!wg 02/c8/2W5 09:54. iO AM ?ST
DESCR/PllON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ffiL ON
GEN !ERLINE OF El CAMINO REAL
LOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA 00N NO. R1800288+89 [C
aEVATION: 311.407 M.S.L DAIVM: N.G.V.D. 29
GREGORY ~. SHIELDS, R.C.E. 42951 DAlE REi,SlRAllOH DESIGNED
EXPIRES 03-31-06 BY:
z. °I· (I,(° Ml3
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECllONS TO THE CONTRACTOR BY /HE ENGINEER OF l!ORK. IHE CITY ENGINEERS
SIGNAIVRE ON IHESE PLANS DOES NOT CONST/IVTE APPROVAL OF ANY OF /HES£ NOTES AND IHE CITY IIILL NOT BE RESPONSIBLE
FOR THEIR ENFORCEMENT.
I. /HE LOCATION OF EXISllNG U71LJTIES ARE BASED ON AVAILABLE RECORD INFORMAnON. CONTRACTOR SHALL VERIFY THE LOCAnON
AND aEVA nON Of ALL EXISllNG FAC/UllES (ABOVEGROUND AND UNDERGROUND) I\ITHIN THE PRO.ECT SITE. Tl/IS WORK SHALL BE
PERFORMED SUFFICIENTLY AHEAD Of CONSTRUCllON TO PERMIT CITY APPROVAL REVISIONS TO /HE CONSTRUCllON PLANS IF ACIVAL
LOCATIONS ARE FOUND TO BE IN CONFLICT I\IT/1 IHE PROPOSED WORK. CONTRACTOR SHALL N071FY ENGINEER Of WORK OF ANY
CONFLICTS OR ANY OTHER U71UTIES ENCOUN!ERED PRIOR TO PROCEEDING 111TH CONSTRUCllON.
2. A T1fN710N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U71UTY FAC/UTIES OR STRUCIVRES NOT SHOlll'i OR IN A LOCA 710N
DIFFERENT FROM THAT SHOWN ON /HE PLANS. CONTRACTOR SHALL TAKE PRECAUllONARY MEASURES TO PROTECT THE unuTY
LINES SHOWN ANO ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISllNG
SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY IHE CITY OF CARLSBAD ENGINEER/NG
DEPARTMENT.
J. SAFETY PRECAUllONS AND ADEQUATE BARRICADING TO BE IN FORCE BY /HE CONmACTOR AT ALL nMES. NE/Tl/ER /HE Oo\NER NOR
THE: ENGINEER OF ~K WILL ENFORCE SAFETY MEASURES OR REGULA noNS. IHE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY Df'VICES. INCLUDING SHORING, AND SHALL BE SOLaY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE
AND FEDERAL SAFETY ANO HEAL TH STANDARDS. LA 115 ANO REGULA noNS.
4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON IHESE PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE I\IT/1 ALL CURRENT LOCAL. STA TE AND FEDERAL
REGULA 1/0NS.
6. /HE 'WORK TO BE DONE' SECllON ON THIS SHEET LISTS /HE STANDARD SPEC/FICA TIONS AND ORA I\INGS USED DURING IHE
IMPROVEMENT PLAN / GRADING PLAN DESIGN. IHESE PLANS HA VE BEEN PREPARED IN ACCORDANCE 111TH /HE CURRENT ED/1/0NS
OF THE STANDARD SPECIF/CA noNS AND ORA IIINGS IN EFFECT ON THE DA TE OF THE SIGNA TUR[ BY /HE ENGINEER Of l!ORK.
7. IF /HE IMPROVEMENTS SHOWN ON THIS PLAN HA VE NOT BEEN CONSTRUCTED AND ACCEPTED BY THE: CITY 'MTHIN TWO (2) YEARS
OF /HE DATE OF PLAN APPROVAL BY /HE CITY ENGINEER, 71/ESE PLANS IIILL BE SUBJECT TO REVIEW BY /HE CITY'S EJIGINEER/NG
DI\IISION FOR CONFORMANCE 111/H CURRENT CITY STANDARDS. POLICIES AND/OR ADDITIONAL REQUIREMENTS
8. AN AS-BUILT DRAWING SHALL BE SUBMIT1fD FOR ALL PROJECT IMPROVEMENTS PRIOR TO ACCEPTANCE OF SAID IMPROVEMENTS
9. THE ENGINEER-OF-WORK SHALL BE NOllFIED WI-IEN CONSTRUCllON COMMENCES.
10. THE CONTRACTOR SHALL OBTAIN AN EXCAVA noN PERMIT FROM /HE DI\IISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA noN AND
PROVIDE PROOF OF OSHA NOllFICA noNS AND SHALL ADHERE TO ALL PROVISIONS OF /HE STA TE Of CALIFORNIA CONSTRUCllON
SAFETY ORDERS.
11. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE.
12. ALL CUT AND FILL stOPES SHALL BE PLANTED WITH A MIXTURE OF TREES. SHRUBS. AND GROUND COVER TO CONTROL EROSION.
stOPE LANDSCAPING SHALL BE INSTALLED FOR PERPEIVAL MAINTENANCE OF /HE PLANT LIFE USED FOR SLOPE STAB/LIZA 110N.
13. DUST CONTROL MEASURES. SUCH AS 711£ PERIODIC WEmNG DOWN OF /HE BARE AND EXPOSED AREAS, SHALL BE UTILIZED AT ALL
1/MES DURING CONSTRUC710N TO THE SA 71SFACllON OF IHE PUBUC WORKS AND/OR BUllDING INSPECTORS.
14. ALL MAJORS SI.OPES SHALL BE ROUNDED INTO EXISTING SLOPES TO PRODUCE A CONTOURED TRANS/llON FROM CUT OR FILL FACES
TO NA IVRAL GROUND ANO ABUTTING CUT OR FILL SLOPES.
15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING /HE
COURSE OF CONSTRUC710N OF THIS PROJECT. INCLUDING /HE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
APPLY CONllNUALLY ANO NOT 8£ LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD
IH[ Oo\NER, TIIE ENGINEER AND /HE CITY HARMLESS FROM ANY ANO ALL UABIUTY. REAL OR ALLEGED, IN CONNEC710N 111TH /HE
PERFORMANCE Of WORK ON THIS PROJECT EXCEPllNG FOR !JABIL/TY ARISING FROM THE SOLE NE!VGENCE OF IHE OWNER,
ENGINEER OR CJ TY.
16. ALL EXISllNG FEAIVRES AND STRUCIVRES IN CONFLICT WITH IHESE PLANS SHALL BE RELOCATED OR REMOVED AT IHE
CONTRACTOR'S EXPENSE. MANHOLES SHALL BE ADJJSTED TO FINISHED GRADE.
17. MINIMUM 90% COMPACTION IS REQUIRED IN ALL ON-SITE FILL AREAS WITH A MINIMUM OF 95% COMPACTION SIX INCHES (6') BELOW
SUBGRADE.
18. ALL PROJECr IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS SHALL BE CONSTRUCTED TO IHE SA nSFACnON OF IHE
PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE.
19. NO PRIVATE IRRIGATION MAINS OR CONTROL VALVES SHALL BE ALLOWED I\IIHIN IHE PUBUC RIGHT-OF-WAY.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IHE INSTALLA nON, RaOCA 710N OR REPLACEMENT Of ALL STRIPING, SIGNING OR
TRAmc DETECTOR LOOPS AS REQUIRED BY THE PUBUC WORKS DIRECTOR.
21. A TRAmC CONTROL PLAN, INCLUDING THE LAYOUT OF CONSTRUCllON WARNING AND DETOUR SIGNS. SHAU BE SUBMIT1fD TO IHE
PUBLIC WORKS DEPARTMENT FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO /HE COMMENCEMENT OF CONSTRUCllON.
22. FOR STREET mEES. IRRIGAnON ANO LANDSCAPING IN PUBLIC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE, SEE /HE
APPROPRIATE LANDSCAPE AND /RR/GA nON PLANS D,11,. Na 4()0-8N.
23. THE EXCAVATOR SHALL CAREFULLY HAND DIG I\IIHIN 2-FEET Of /HE NA IVRAL GAS TRANSMISSION LINE.
24. Nq POWER OPERA TED EQUIPMENT SHALL BE ALLOWED I\ITHIN 2-FEET OF ANY POR710N Of THE NA IVRAL GAS TRANSMISSION UN£. . ... . .
25. IF ANY CONTACT OF IHE PIPE IS MADE, £VEEN IF /HERE IS NO VISIBLE DAMAGE. /HE CONTACT AREA MUST BE fMMEDIA TEL Y INSPECTED
BY AN SDG&E VflD/NG INSPECTOR. THIS MAY SIGNIFICAN1l. Y OaA Y YOUR JOB IF SHORING OR 0/HER SAFETY PRECAU7IONS ARE NEEDED
TO ALLOW THE INSPECllON.
26, TO ARRANGE FOil GAS TRANSMISSION MA/lK OUT NID STANOIJY, CALL USA ({j(}O) 227-2600.
PRIVATE CONTRACT
"AS BUILT"
?:?~..//4~.<o ~-u:-oa
DATE
RCE ~~11-'-EXP. /2.-;'/-e8
l--+--+--------------1---i---1---1--~lsH2EErl. __ c_1_TY_o_F_c_A_R_L_s_B_A_o___.lsHE4ETsl _ ENGINEERING DEPAR™ENT
ENGINEER Of WORK REVISION DESCRIPTION
PRECISE GRADING PLANS FOR:
BRESSI RANCH
WELCOME HOME CENTER
DATE INITIAL DA TE INITIAL 8m!o BJ~: ~
01HER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CUP4-13
DRAWING NO.
423-4A
·1
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EXISTING SWALE
PER DIIG 415-JA
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DETAILS, PLANTING, /RR/GA TION, MONUMENT
WALLS. ANO TRELUS DETAILS.
"AS BUILT"
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RCE """~/~ EXP./ J.-1/-r,8 DATE
TC 403.44 ~ ~ TC 406.39 ,. REVIEWED BY:
401.5~ TYPE o-2s to,+p9.0<I b! ~ /· -----.. , ~·&9--A -t!ft/tM;?-'68
======================~/i~C~~~~\~~~+~:g~,.~~:~u~~:~ou~~Tl[~T=================···=· '·=·j ='•=j===1========-=--=--=~===================1~!::=====~======-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=~-=-=-=-===--===-:.__======-------.--~,--==-= -::r-+= -=-= -=_p~+-R=_l=_v=_A=_T=_E=_c=_=_o _=N=_TR=_=_A _=c=_T=-= --== --== --== --== --== -t-~= --== -'11= --== --=~'-== --=f T-== --=~ -r.1=s=J::::EE:::::T::::;1~· ==~E=~=:r=IN=Eo=:=ER~~N=G~CD=:~=:R;.~=:~~~~NA=:=T~o==:,D-;:I ~~TE~4~ET;;;S,II l
PARADISE ROAD ,, .. .:... / ~~~~~~~=========:...:::::===; PRECISE GRADING PLANS FOR: of Ess,0
o?-'< ~-St,,;, PR.oJECTDFSIGN CoNSULTAN1S
PIANNII\U • ENvlRa>iMBNTAL • .llNo!NEBRil'« • SUIM!Y/GPS
BRESSI RANCH
<:; ~
" (,!j tJl -701 B Street, Suile 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
WELCOME HOME ·cENTER
i3 No. 42951 ~ ~ ~ ~~ C'ILL fQO C Y. BENCH MARK E 03 31 06 APPRO~D: Llf17u B. HUBJ3~• : ✓~~~ .. ,,,:,
I
! \
I i
ti ; • • ~ xp • .:::--.,-,-, !;J l---!I----J-----------+--t----t--r-1 -=~.,_r::-d.. i,-V~ ----!/.,_ ~ DESCRIPTION: BRASS DISK IN CONCRElc IN A STANDARD SURV[Y fill ON b~-1-,,,~-+,;;-:;-:;.---,..,,.=,---------t--,-,-,---, . EilL J1!'1Rts"1r-3i;,M Cl NCINttR --,,--,,,.,,,.---Cl/ T: 830 C. Y. CENlcRUN[ OF EL CAMINO REAL 2 /? 0~ POC "AS-l3l//(.T" PROJECT NO. DRAWING NO.
LOCATION:COUNTYOFSANDIEG08fJ/CHMARKDESIGNATIONNO. RtB002BB+B9EC DATE INITIAL DATE INITIAL DATE INITIAL g:Ds~~: Qllf CUP
4
_
13 423
_
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T:\[ngr\2479\Plans\Vl[LCOIAE C[NT[R CJ.D!Vc 02/08/2005 09.58.54 AM PST 1'AS•SI.//,/.. T'' l _
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L 2 ½•x2 ½•x6• LONG (m>. OF 2) __ ,--
W/ (2) ½•11 AST/J AJ6 Tf/RfADED
ROOS W/ HILU HY-150 IN.ECTION
ADHESl;f: (MIN. 4 • EMBED.) OR
EQUIVALENT INTO CONC. HEADWALL
1/4 42•
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OR EQUIVALENT INTO CONC. HEADWALL
1/4 1• TYP.
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AST/J AJ6 lf/R[ADfD RODS W/ HILU
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EMOCD.) OR EQUIVALENT INTO CONC.
HEADWALL
,., "' .
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FRONT \11EW
VERTICAL TRASH RACK
NO SCALE:
ABER ROLLS MUST BE Pl.ACED
ALONG SLOPE CONTOURS
SPACING DEPENDS
ON SOIL m>E AND
SLOPE STEEPNESS
UVE STAKE
CONDUIT OU Tl.ET
1•,1,,,•,x24• LONG
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CONDUIT OU n.ET
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_, flW.f SIW.J. ,. llCHTl.rA8flf
SEDIMENT. ORGANIC MATTER, AND NA U,E: SEEDS ARE:
CAPTURED BO/IND 7HE ROCLS.
3•-5• (15-125mm)
GAP BETM:EN BAGS
ACTS AS SPILLWAY 7HREE LAYERS OF GRA \fl BA GS
f'IITf/ ENDS O;f:RI.APPED
GRAVEL BAGS
NO SCALE
PROVIDE \flOCITY CHECK DAMS IN ALL S7RITT AREAS PAl£0 OR UNPAVED
AT 7HE INTffiVALS IND/CA TED eaow. \flOCITY CHECK DAMS SHALL 8[
CONSTRUCTED OF SANDBAGS. [ARTfl DIKES MAY NOT BE USED AS
\£LOCI TY CHECK DAMS
GRADE OF Tf/E STRITT
LESS 7HAN 2X
2X TO 4X
4X TO 10X
OVER 10X
INTERVAL
AS REQUIRED
100 FEET
50 FEET
25 FEET
NOTE:
ABER ROCL INSTALLA UON REQUIRES
7HE PLACEMENT AND SECURE
STAKING OF 7HE ROCL IN A TRENCH,
3•-5• (75-125mm) DffP, DUG ON
CONTOUR. RUNOFF' MUST NOT BE
ALLO lt£O TO RUN UNDER OR
AROUND ROCL
;
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(25 1t 25mm
NOT TQ SCALE
FIBER ROLLS INSTALLATION ON SLOPES
NO SCALE
"AS BUil T"
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m>E 0-25 .,, ----------., ~WED BY:
0 5 10 20
GRAPHICAL SCALE
PARADISE ROAD
30 FILL: 100 C. Y.
CUT: 830 C. Y.
EXPORT: 7 30 C. Y.
r· \Jn')f\2479\Pluns\W[LCOM[ CEVT[R J4.0WG )2/08/2005 09. 49 27 /1\! PST
of Ess,
(:,011,i M. S.
'-'
BENCH MARK "' . -0 No. 42951 ~
DE:SCRIPUON: BRASS DISK IN CONCRETE IN A STANDARD SUR,E:Y llfl.L ON
w Exp. 0J-31-06 "' "' "'
CENTERUNE: OF El. CAMINO REAL . __ _ __
LOCkflON: COUNTY OF SAN DIEGO BENCHMARK Of.SIGNA noN 110. R1800 288+89 El;. IV\\.
El.EVA UON: 311.407 M.S.L DA TUM: . N.G. V.D. 29
PR.oJECTDESIGN CoNSULTAMS
l'UNNiNO • ~ • El«lJNEllRINIJ • SUIM!Y/OPS
701 B Street, Suite 800, San Diego, CA 92101
ACT ~~,,. O~Q~~~;::::::-~ e.Ja!?ML INSPECT/SR~ ~ it.TE
CITY OF CARLSBAD
ENGINEERING DEPARThlENT 1~4TSI
;::E;::;R:::::O:;:Sl:;:ON~C:::::O=N TR:::::;:::;O=L:::P:::LA::N::S:::::;:FO;::;R;:: ======--===:::
BRESSI RANCH
WELCOME HOME CENTER
619-235-6471 FAX 619-234-0349 l
r;s;a==,;"";,;-;ao.--,;c,-,.--..c.c,a-----=c=---c==cc==---.-c==--.---=c---r-~ =~ I----+----<,----------------+--+---+---+----< I APPROVED: Llritb 8. ;;.~ ------"'---1 GREGORY M. SHIEIDS, R.C.E. 42951 DATE REGISTRATION DESIGNED PM . ~ ~-~-~NEER ,Jl~S" .
EXPIRES Ol-31-O5 BY: REVIEW: Z -/q-otJ F'l>C AS -/3Ull T """" ~ ~ , . .,.,{ ug DATE INITIAL DATE INITIAL DATE INITIAL g:Ds~Y: [)liJ PROJECT NO. ~D_R_A_WI_N_G_N_O_. ~ I
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL a1Y APPROVAL RVWD BY: CUP 4-13 423-4A
AS·BUILT I
lilill lllilll •