HomeMy WebLinkAboutDWG 530-6A; SDP 2020-0006; PALOMAR FORUM PARCEL 'A' AMAZON; 01-10EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVLOADING ZONE
CARPOOLPARKI
N
G
CARP
O
O
LPARKING CARPOOLPARKINGCARP
O
O
L
PARK
I
N
G CARPOOLPARKINGCARPO
O
LPARKI
N
G CARPOOLPARKINGCARP
O
O
LPARKING CARPOOLPARKING
CARP
O
O
L
PARKI
N
G CARPOOLPARKINGCARP
O
O
LPARKI
N
G CARPOOLPARKINGCARP
O
O
L
PARK
I
N
G CARPOOL PARKINGCARPOOLPARKI
N
G
AMAZON
PRECISE GRADING PLAN FOR
FOR PALOMAR FORUM PARCEL 'A'
TITLE SHEET & NOTES
SITE
CARLSBAD, CA
7/16/21
7/16/21
12/31/22
9/30/22
GRAOING NOTES
(IN AOO/llON TO !HE RE(l(JIREMENTS OF CHAPlER 15.16 OF !HE
CARLSBAD M(IN/CIPAL COO£}
f. !HIS PLAN Sl/PERSEOES ALL OlHER PLANS PREV!Ot/Sl.Y APPROW BY !HE CITY OF
CARLSBAD RECARIJINC CRAO/NC SHOHIV ON lH/S SET OF PLANS.
2. APPROVAL OF lH/S PLAN OOES NOT LESSEN OR WAIW ANY PORllON OF !HE CARLSBAD
V(IN/CIPAL COi)£ RESOl.(lllON OF CONO/llONAL APPROVAL, CITY STANOARIJS OR OlHER
AOO/llONAL OOC(IMENTS US!FO HEREON AS !HEY MAY PERTAIN TO lHIS PRO.IECl !HE
ENC/NEER IN RESPONS!Bt.E CHARCE SHALL REVISE lHESE PLANS HHEN
NIW-CONFORVANCE IS OISCO~O.
J. CITY APPROVAL OF PLANS DOES NOT RELIEW !HE DEVElOPER OR ENCINEER-OF-/fORK
fi?(}l,I RESPONSIBIUTY FOR !HE CORRECllON OF ERRORS ANO ()1,1/SSIONS 0/SCOIIEl?ElJ
ot/RINC CONSlR(ICllON. ALL PLAN REVISIONS SHALL BE PR(}l,IP!l Y SlJBAI/TlFO TO !HE
CITY ENC/NEER FOR APPROVAL.
-1. A RICHT-OF-WA Y PERVIT fi?(}l,I !HE CITY ENC/NEER llfLL BE RE(l(JIREO FOR ANY /fORK
IN !HE P(IBl.!C RICHT OF WAY. PRIOR TO PERMIT ISSIJANCE, A CERllFICAlF OF
INSlJl?ANCE AS HELL AS AOO/llONAL INSlJREO ENOORSEl,IENT M(IST BE FILEO NAV/NC !HE
CITY OF CARLSBAD AS AN AOO/llONAL INSlJREO ON !HE PER,11/TlEE's POI.ICY IN !HE
,II/NIM(IV AMOt/NT OF /1,000,000.00 FOR EACH OCCIJRRENCE OF UABIL/TY. !HE
INSlJRANCE COl,IPANY Hf?lllNC !HE POI.ICY M(IST HAW A RAllNC OF "A-• OR BET!£/?
ANO A SIZE CA!FCORY OF CLASS VII OR BETlER AS ESTABI.ISHEO BY "BESTS" KEY
RA llNC CIJ/OE.
5. NO /fORK SHALL BE COl,IMENCEl) (IN171. ALL PERl,I/TS HAW BEEN OBTA/NElJ fROI.( !HE
CITY ANO OlHER APP/?OPR/AlF ACENCIES.
6. APPROVAL OF lHESE PLANS BY !HE CITY ENC/NEER OOES NOT A(llHORIZE ANY /fORK OR
CRAO/NC TO BE PERFORl,IEO (INllL !HE PROPERTY 011/VER's PERMISSION HAS BEEN
OBTA/NEO ANO A VAL/0 GRAO/NC PER,11/T HAS BEEN ISSl/ElJ.
7. NO REVISIONS llfLL BE MAO£ TO lHESE PLANS llflHOt/T !HE IIR/T!DI APPROVAL OF !HE
CITY ENC/NEER, NOlllJ llflHIN !HE REWSION Bt.OCK, ON !HE APPl?OPR/AlF SHEET OF
!HE PLANS ANO !HE llTlE SHEEl
8. OR/CINAL DRAllfNCS SHALL BECOl,IE !HE PROPERTY OF !HE CITY (!PON BE/NC SIGNElJ BY
!HE CITY ENC/NEER.
9. !HE OR/CINAL ORAllfNC SHALL BE REV/SEO TO RER.ECT AS-BIi/LT CONO/llONS BY !HE
ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF !HE /fORK BY !HE CITY.
10. ACCESS FOR FIRE ANO OlHER EAIERCENCY WHICLES SHALL BE VAINTAINEO TO !HE
PRO.ECT SllF AT ALL llMES ot/RING CONSlR(ICllON.
If. /#HERE lRENCHES ARE llflH/N CITY EASEl,IENTS, A SQ/LS REPORT C(},IIPR/SEO OF.·
(A} Sl/MAIARY SHEET, (8) LABORATORY WORK SHEETS ANO (C} C(}l,IPACllON aJRWS.
SHALL BE S(IBV/TlllJ BY A PROFESSIONAL ENC/NEER OF !HE STA 1F OF CALIFORNIA,
PR/NC/PALLY 00/NG 81/SINESS IN !HE F!El./J OF APPUEO SOILS MECHANICS. !HE SOILS
REPORT llfLL BE S(l8,llf T1£0 TO !HE CITY ENC/NEERING INSPECTOR llf lH/N TIHJ WORA'lNG
OA YS OF !HE C(}l,IPLEllON OF FIELO lES!S.
12. A SOILS COl,IPACllON REPORT ANO C(}l,IPL/ANCE f&i'IRCA llON REGARO/NG ADHERENCE
TO RECOl,IAIENOAllONS OI/TllNEO IN !HE SOILS REPORT IS REWIRElJ PRIOR TO !HE
/SSIJANCE OF A BIi/LO/NG PERAll l ALL CONlROl.LElJ GRAOING SHALL BE OONE (INOER
!HE 0/RECllON OF A PROFESSIONAL ENC/NEER OF !HE STA!F OF CAUFORN/A
PR/NC/PALL Y 00/NG 81/SINESS IN !HE FIELO OF APPLIEO SOILS MECHANICS. ALL FILL OR
Rill/RE FILL AREAS SHALL BE CONSlR(IClllJ IN AXOROANCE llflH !HE CITY OF
CARLSBAD STi/NOARO SPECIF/CA llONS ANO !HE "EAl?lH/fORK SPECIF/CA llONS"
ATTACHED TO !HE PRELIMINAl?Y SOILS INWSllGAllON. DAILY FIELO COl,IPACllON
l?EPOR!S llfLL BE Sl/B,11/TlEO TO lllE PROJECT INSPECTOR.
IJ. A PRECONS1R(JCllON MEEllNG SHALL BE HELO AT !HE SllF PRIOR TO !HE BECINNING
OF /fOR/( ANO SHALL BE A T!DIOElJ BY ALL REPRESENTi/ nws RESPONS!Bt.E FOR
CONSlR(ICllON, INSPECllON, S(IPERV/SION, lESllNG ANO ALL OlllER ASPECTS OF lllE
WORK. lllE CONlRACTOR SHALL REWEST A PRECONSlR(ICllON MEEllNG BY CALLING lllE
INSPECllON LINE AT (760} -IJ8-J89I AT LEAST FIW (5) WORK/NG OAYS PRIOR TO
STARllNG CONS1R(JCllON. !HE CONlRACTOR llfLL lllEN BE CONTAC!FO BY lllE PROJECT
INSPECTOR TO COORO/NA!F A OA!F ANO llAIE FOR !HE PRECONS1R(JC170N MEEllNG.
APPROW ORAllfNGS M(IST BE AVAILABI.E PRIOR TO SCHElJ(ILING. !HE GRAOING
PERAI/T llfLL BE PROV/OElJ BY lllE PROJECT INSPECTOR AT !HE AIEEllNG.
14. ALL INSPECllON REOtlESTS OlllER !HAN FOR PRECONSlR(ICllON MEEllNG llfLL BE VADE
BY CALLING !HE ENC/NEERING 24-HOtll? INSPECllON REWEST LINE AT (760)
438-3891. INSPECllON REWEST Af(IST BE RECE/WO PRIOR TO 2."00 P.AI. ON !HE OAY
BEFORE !HE INSPECllON IS NEE)ElJ. INSPECllONS llfLL BE VADE !HE NE)(T /fORK OAY
(INLESS YOtl REWEST OlllERllfSE: REWESTS MAO£ AF!FR 2."00 P.AI. llfLL BE
SCHElJ(ILEO FOR TIHJ RILL WORK OA YS LA !FR.
15. !HE OH/VER ANO/OR APPLICANT lHRO/ICH !HE DEVELOPER ANO/OR CONlRACTOR SHALL
OESIGN, CONSlR(ICT ANO VAINTAIN ALL SAfETY 0£11/CES, /NCL{IO/NG SHORING. ANO
SHALL BE Sot.ELY RESPONS!Bt.E FOR CONFORV/NG TO ALL LOCAL, STA!F ANO fEOERAL
SAfETY ANO HEALlll STANOARIJS. LAWS ANO RECIJLAllONS.
16. lllE CONlRACTOR SHALL CONFORM TO LABOR COIJE SECllON 6705 BY S(l8AI/T11NG A
DETAIL PLAN TO !HE CITY ENC/NEER ANO/OR CONCERNElJ AGENCY SHOllfNG !HE OESIGN
OF SHORING. BRACING Sf.OPING OR OlHER PROVISIONS TO BE MAOE OF WORKER
PROlFCllON fROI.( lllE HAZARO OF CAVING GROt/NO O(IRING lllE E)(CAVAllON OF Sl/CH
!RENCH OR ll?ENCHES OR O(IRING lllE PIPE INSTALLA llON lllERBN. lll!S PLAN V(IST
BE PREPAREO FOR ALL ll?ENCHES FIW FEET (5J OR MORE IN DEPlH ANO APPROWO
BY !HE CITY ENC/NEER ANO/OR CONa;fNEO AGENCY PRIOR TO E)(CAVAllON. IF !HE
PLAN VARIES fi?(}l,I !HE SHORING SYS!FAI STi/NOAROS ESTABL/SHElJ BY !HE
CONS1R(JCllON SAfETY OROERS. llTlE 8 CALIFORNIA A/),11/N/SlRAllW COIJE; !HE PLAN
SHALL BE PREPARElJ BY A RECIS!FRElJ ENC/NEER AT lllE CONlRACTORS £)(PENS£ A
COPY OF lllE OSHA E%CAVAllON PERMIT Af(IST BE S(l8AI/TlllJ TO !HE INSPECTOR
PRIOR TO E%CA VA 170N.
17. NO BLASllNG SHALL BE PERFORMED (IN171. A VAL/0 BLASllNG PERMIT HAS BEEN
OBTA/NEO fROI.( !HE CITY OF CARLSBAD. Sl/8,11/T APPL/CA llON FOR BLASllNG PER,11/T
HELL IN AO VANCE OF !HE SCHElJ(ILING OF BLASllNG OPERA llONS.
18. IF ANY ARCHAEOl.OGICAL RESO{JRCES ARE 0/SCO~O llflll/N ANY /fORK AREA ot/RING
CONSlR(ICllON, OPERAllONS llfLL CEASE /AIAIEO/AlELY, ANO !HE PERM/Tl££ llfl.L NOllFY
lllE CITY ENC/NEER. OPERA llONS llfl.L NOT RESTART (INllL !HE PER,11/TlEE HAS
RECE/W IIR/TlEN A(llHORITY fi?(}l,I !HE CITY ENC/NEER TO 00 sa
19. ALL OPERAllONS CONot/ClllJ ON lllE SllF OR AOJACENT !HERETO, INCL{IO/NG WARVING
(IP, REPAIR, ARRIVAl OEPARl/lRE OR OPERAllON OF 1R(JCKS. EARlHAIOV/NG
E(l(JIPAIENT, CONSlR(ICllON EWIPAIENT ANO ANY OlHER ASSOC/AlllJ GRAOING
E(l(JIPAIENT SHALL BE LIV/!FO TO !HE PER/00 BETIIEEN 7:00 A.Al. ANO 6:00 P.AI. EACH
OAY, AIONOAY lllRtl fRIOAY ANO NO EARlHAIOV/NG OR GRAO/NG OPERAllONS SHALL BE
CONot/ClFO ON HE"EKENOS OR Hot.lOAYS. (A LIST OF CITY Hot.lOAYS IS AVAILABI.E AT
lllE ENC/NEERING OEPARWENT CO(JNJFR.}
20. ALL OFF-SllF HA(IL ROl/lES SHALL BE S(IBAI/T1£0 BY lllE CONlRACTOR TO lllE CITY
ENC/NEER FOR APPROVAL TIHJ RILL WORK/NG OA YS PRIOR TO BECINNING OF WORK.
2!. /,IIPORT MA 1ll?IAL SHALL BE OBTAINEO R?OAI, ANO WAS!F MA 1ll?IAL SHALL BE
OEPOS!lllJ AT, A SllF APPROW BY lllE CITY ENC/NEER. lllE CONlRACTOR SHALL BE
RESPONS!Bt.E FOR ANY OEBRIS OR OAMACE OCC(IRR/NG ALONG lllE HA(IL ROl/lFS OR
AOJACENT S!REE!S AS A RES{JLT OF lllE GRAO!NG OPERAllON.
22. BR(ISH SHALL BE REAIOWO CWI Y llflHIN lllE AREA TO BE CRAOEO. NO !REES ARE TO
BE REAIOWO (INLESS SPECIFICALLY NO!FO ON !HE PLAN.
2J. ALL AREAS SHALL BE GRAOEO TO ORA/N. GRAO/NG RES/IL llNG IN lllE PONO/NG OF
WAlER IS NOT PERAIIT1£0. ALL EARlllEN SWALES ANO 0/TCHES SHALL HAW A
,II/NIM(IV ONE PERCENT Sf.OP£
24. lllESE PLANS ARE S(IB.ECT TO A SIGNED ANO APPROW SIIPPP ANO/OR SET OF
EROSION CONlROl. PLANS. EROSION CONlROl. SHALL BE AS SHOHIV ANO AS APPROW
BY lllE CITY ENC/NEER OR AS 0/REClllJ BY lllE PROJECT INSPECTOR.
25. ALL Sf.OPES SHALL BE 11i'IAIAIEO TO A FINISH GRAOE TO PROO(ICE A (IN/FORAI S(IRFACE
ANO CROSS SECllON. !HE SllF SHALL BE LEFT IN A NEAT ANO OROERLY CONO/llON.
ALL STONES, ROOTS OR OlHER OEBRIS SHALL BE REAIOWO ANO 0/SPOSEO OF AT A
SllF APPROWO OF BY lllE CITY ENC/NEER.
26. ALL Sf.OPES SHALL BE /RR/GA 1llJ, STABIL/ZEO, PLANlllJ ANO/OR HYOROSEEOElJ llflHIN
!EN (10} OA YS OF lllE llAIE HflEN EACH Sf.OPE IS BRO{JCHT TO CRAOE AS SHOHIV ON
lllE APPROWO GRAO/NG PLANS.
27. LANDSCAPING SHALL BE ACCOAIPL/SHElJ ON ALL Sf.OPES ANO PAOS AS RE(l(JIRElJ BY lllE
CITY OF CAl?LSBAO LANDSCAPE MAN(IAl lllE LANDSCAPING PLANS FOR lll!S PROJECT,
DRAllfNG NO. 517-Jt., ANO/OR AS 0/REC!FO BY !HE CITY ENC/NEER OR PLANNING
0/RECTOR.
28. !HE OH/VER/APPLICANT SHALL INSlJRE lllAT ALL CONlRACTORS SHALL COORO/NA!F !HE
/fORK OF lllESE GRAO/NG PLANS llflH !HAT SHOHIV ON 801H lllE LANDSCAPE ANO
IRRIGAllON PLANS ANO !HE /AIPROl£AIENT PLANS AS REWIRED FOR !HIS WORK IN
ACCOROANCE llflH !HE LANOSCAPE AIAN(IAL llAIE REWIREAIEN!S.
29. HflERE AN E)(fSllNG PIPE LINE IS TO BE ABANOONEO AS A RES{JL T OF !HE GRAO/NG
OPERAllON, IT SHALL BE REAIOWO llflll/N TWENTY fEET OF 8(1/LO/NG OR SlREET
AREAS ANO REPLACEO llflH PRCl"ERL Y COl,IPAClllJ SQ/LS. IN OlHER AREAS !HE PIPE
llfl.L BE PL(IGGElJ llflll CONCRE!F OR REAIOW AS APPROWO BY !HE CITY ENC/NEER.
JO. lllE CONlRACTOR SHALL f&i'IFY !HE LOCA llON OF ALL E)(fSllNG FACIL/llES (ABOW
GROl/NO ANO (INOER GROl/NO} llflll/N lllE PRO.IECT SllF SllfRCIENTl Y AHEAO OF
GRAOING TO PERAIIT lllE REVISION OF lllE GRAO/NG PLANS IF IT IS FOi/NO lllA T lllE
ACl/lAL LOCA llONS ARE IN CONR.ICT llflll lllE Pl?Cl"OSEO WORK.
GRAOING NOTES (CONTINIJEO}
Jf. lllE CONlRACTOR SHALL NOllFY ArffClllJ (lllLITY COl,IPAN6 (SEE BELOW} AT LEAST 2
R.ILL WORK/NG OAYS PRIOR TO STi/RllNG GRADING NEAR lllBR FACIL!llES ANO SHALL
COORIJINA 1F lllE /fORK llflll A C(},IIPANY REPRESENTi/ ll/1£
(INOERGROI/NO SERVICE ALERT (OIG ALERT}
SOG&E
811
(800}411-7J4J
(6l9}2J7-2787
(800)227-2600
(619)262-1122
(760}4J4-2980
(760}-IJ8-2722
(760}6JJ-2650
(760}75J-0l55
(760)744-0460
(760)753-6466
(760}726-IJ40 x!JJO
AT&T
SPEC lR(IV CABI.E
CO% C(}l,IV(INICA llONS
CITY OF CARLSBAO(SlREETS & STORl,I DRAIN}
•CITY OF CAl?LSBAO(SEWER, WA !FR & RECLA/MEO WA !FR}
'SAN 0/ECIJITO WA !Fl? 0/S 11i'IC T
'I.El/CAO/A WAS TEWA !ER O/S11i'ICT
'VALLECITOS WAIER 0/SlR/CT
•ot.tvENHAIN WAlER 0/SlR/CT
'8(IENA SAN/Ti/ llON O/S11i'ICT
'AS APPROPRIA 1F
J2. PERl,I/T C(},IIPL/ANCE REWIREMEN!S.·
A. FOR CONlROI.LElJ GRADING -lllE APPLICANT Hll?ES A CIVIL ENC/NEER,
SOILS ENC/NEER, ANO/OR CEOLOGIST TO CIW lFCHNICAL AOWCE,
OBSERW ANO CONlROl. lllE WORK IN PROGRESS /15.16.120 A.8/
CARLSBAD M(INIC/PAL COO£
8. Pl?IOR TO COl,IPLEllON OF GRAOING /fORK -lllE Fot.LOllfNG REPORTS V(IST
BE Sl/8Al!TlllJ TO lllE CITY ENC/NEER VIA lllE PROJECT INSPECTOR PER
SECllON 15.16.120 OF lllE CARLSBAD Af{INIC/PAL COO£·
(I} FINAL REPORT BY Sl/PERV/SING GRAO/NG ENC/NEER STAllNG ALL
GRAO!NG IS COl,IPLEIE ALL EROSION CONlROl., Sf.OPE PLANllNG ANO
!/?/?!GA llON A/?£ INSTALLED IN CONFORl,IANCE llflll CITY COIJE ANO lllE
APPROW PLANS (OBTAIN SAMPLE OF COl,IPUANCE LETlER FROM CITY
ENC/NEERING OEPARWENT}.
(2) AS-Bl/IL T GRAO/NG PLAN.
(J} REPORT fi?(}l,I !HE SOILS ENC/NEER, HHICH INCL(IOES RECOl,IVENOElJ
SOIL BEARING CAPAC/llES, A STATBIENT AS TO !HE EJr'PANSIW
WAL/TY OF lllE SOil ANO Sl/MAIAR6 OF F!El./J ANO LABORATORY
lES!S. lllE /?£PORT SHALL ALSO INCL(IDE A STATBIENT BY lllE SOILS
ENC/NEER lllAT lllE GRADING WAS OONE IN ACCORDANCE llflll lllE
RE()(I/REAIEN1S ANO RECOl,IMENOAllONS Ol/Tl/NElJ IN lllE PRELIMINARY
SOILS REPORT ANO ANY Sl/PPLEAIENTS !HERETO.
(4) REPORT llflll AS-8///LT GEOl.OGIC PLAN, IF RE(l(JIRElJ BY lllE CITY.
(5) PERA/ANENT SlR(ICl/1/?AL BAIP INSTALLAllON CERllFICA!E
(6) PERAI/TlllJ WALL FINAL INSPECllON REPORl
J.1 (INLESS A GRAO/NC PER,11/T FOR lll!S PRO.IECT IS /SS(IEO llflH/N ONE (I} YEA/? AF!FR lllE
CITY ENCINEER's APPROVAL, lHESE PLANS MAY BE RE(){I/REO TO BE RES{J8AI/T1£0 FOR
PLANCHECK. PLANCHECK fEES llfLL BE REOtl/REO FOR ANY S(ICH RECHECK.
J-1. IN AXOROANCE llflH !HE CITY STORM WA !ER STi/NOAROS. ALL STORM DRAIN INLETS
CONS1R(JClllJ BY !HIS PLAN SHALL INCL(IOE ".STENCILS" BE AOOEO TO PROHIBIT
...,',. ::_1
t::: ' i-
~ ::.
' C\ tt :1
" I
_..,_
~~ ...... ~ '-'-:\'\
)\I)
"'Lii1i· ')~!/_/;·1,1_/i ~ ... J ./-/,, 1. //., !/1, _,,J
MAP /V'.): / 48Jl
/ CJ~ I
. -.
WORK TO BE OONE
!HE GRAO/NG /fORK SHALL CONSIST OF !HE CONS1R(JCllON OF ALL Cl/TS ANO FILLS. REAIEO/AL GRAOING. ORA/NACE FACIL/llES. EROSION CONlROl. FAC/LlllES. ANO PLANllNG
OF PERVANENT LANOSCAPING ANO PREPARA llON OF AS-Bl/IL T GRAOING PLANS. AS-8(1/LT CEOl.OGIC MAPS ANO REPORTS, ALL AS SHOHIV OR REWIREO ON lll/S SET OF
PLANS ANO lllE CITY STANOAROS. SPECIF/CA llONS. REOtl/REAIENTS, RESOl.(lllONS ANO ORO/NANCES CllllJ ON lllESE PLANS.
1HE GRAOIW fft:li'I( 9IALL BE PEli'RRl,fEJ) IN Aa:m?MU" I/fl}{ 1HE flll.0//fNG otXWEN?!i Clli'RENT AT 1HE llAIE OF a:M'lliU'llCl't AS URECTEO BY 1HE arr EMlAW?.
f. CARLSBAO Al(IN/CIPAL COIJE
2. CITY OF CARLSBAD ENC/NEERING STANOARIJS
J. lHIS SET OF PLANS
-1. SITE DEVELOPMENT PLAN (SOP 2020-006} APPROVAL LETTER OATEO J(ILY I, 2021.
5. !HE STANOARO SPECIF/CA llONS FOR P{J8LIC /fORKS CONS1R(JC170N (GREEN 800K}.
6. SOILS REPORT ANO REC(},IIMENOAllONS BY ALTA CALIFORNIA CEOTECHNICAL INC. OAlllJ SEPTBIBER 29, 2020. PROJECT NO 1-0346.
7. lllE SAN 0/EGO RECIONAL STANOARO DRAllfNGS ANO AS VAY BE VOOIREO BY !HE CITY OF CARLSBAD STANOARIJS.
8. ENV/RONAIENTAL APPROVAL OOC/JAIEN!S APPROW O(IRING lllE CARLSBAO OAKS NORlH SPECIFIC PLAN (BR 98-08}.
9. STORM WAIER POI.L(lllON PREvENllON PLAN PREPARED BY £)(CEL ENC/NEERING OA!FO MARCH 2--I 2021 HIJ/0 NO. 9 J7CJ944.J6
10. STORM WA !ER WALITY AIANACEAIENT PLAN PREPAREO BY EXCEL ENC/NEERING OA lllJ VAY 10, 2021.
=' If. CALIFORNIA STORM WA !ER WAL/TY ASSOC/A llON 8AIP CONSlR(ICllON HANOBOOK ANO CAL !RANS CONS1R(JCllON SllF BAIP VAN(IAL.
, ~ 12. HYOl?OLOCY Sl/lOY PREPARElJ BY EXCEL ENC/NEERING OAlllJ VAY 10, 2021. '' ;:,-:_) .. f=.,
tt~ ~ EARTHWORK OIJANTITIES
C(IT:
FILL:
BALANCEl):
'l?EAIElJIAL:
f,100 CY
f,100 CY
0 CY
17,600 CY
'l?EAIElJIAL EAR lllWORK TO BE
REAIOVEll, RECONO/llONEO, ANO
REC(}l,IPAC!EO. REMElJIAL GRAOINC TO
BE VERIFIEO BY CEO!FCHNICAL
REPORl
"8(ILA'lNG FACTORS HAW NOT BEEN
ACCOl/NlllJ FOR.
SHEET 01 -llTlE SHEET & NOTES
/ \ SHEET 02 -TYPICAL SECllONS & NOlES
:'.A' SHEET OJ -TYPICAL OETA/LS
SHEET 04 -HORIZONTAL CONlROl. PLAN -IIEST
SHEET 05 -HORIZONTAL CONlROl. PLAN -EAST
SHEET 06 -PRECISE GRA/JING PLAN -IIEST
SHEET 07 -PRECISE GRA/JING -EAST
SHEET 08 -PR/VA IF {lllL/TY PLAN
SHEET 09 -AOA OETAILS
SHEET 10 -SINGI.E SHEET BAIP SITE PLAN
LEGENO
PROPERTY BO(INIJAl?Y
CUT SLOP£ 2:1 U4X
CONTOUR IN/JEX
CONTOUR INTERMEDIATE
2:)r--v~
~
~
TOP OF CURB ELEVA770N
RN/SH SURFACE ELEVA770N
FLOW LIN£
INVERT ELEVA770N
FLOW LINE OR FLOW /JIREC770N-----
TOP OF GRATE ELEVA770N
RNAL GRA/JE EZEVA770N
400.0 TC
400.0 FS'
400.0 iz--
400.0 IE--.
400.0 Tc°
400.0 FG
£%!S77NG CONTO(IR
EXIS77NG STREET LIGHT
/JA YL/GHT LINE
EXIS77NG STORA/ /JRAIN SD
£)(!S77NG WATER LINE --W·
EXIS77NG SEWER LINE --S
EX/SllNG RECYCLE/J WATER LINE -RW -
SYMBOL
51-0t! 4" AC Of&i' 4.5" CLASS 2 BASE -0/?/W ll.=5.0" SEE BELOW
S!-02! 4" AC OVER 4" CLASS 2 BASE -PARl(fNG ll.=-1.5" SEE BEi.OW
SI-OJ! 7" PX OWR 7" CLASS 2 BASE ll.=5.0" SEE BEi.OW
6" a/RB SORSO G-1
6" a/RB & CI/TlER SORS/J G-2
4" PCC SIDEWALK S/JRS/J G-7
R/880NG(IT1ER SEE OE1AIL (SHEET OJ}
PRIVATE
QI/ANT/TY
WASTEWA lER 0/SCHARCE 0011/VS!REAAI. STENCILS SHALL BE AOOEO TO !HE SA llSFACllON OF
!HE CITY ENC/NEER.
"/JECLARATION OF RESPONSIBLE CHARGE"
I HEREBY OECLARE !HAT I AAI !HE ENGINEER OF MJRK FOR !HIS PROJECT, THAT I
HA VE EJl'ERCISElJ RESPONSIBLE CHARGE OWR lllE /JESIGN OF !HE PRO.ECT AS
OERNEO IN SECllON 670J OF !HE B(ISINESS ANO PROfESSIONS COOE, ANO lllAT
lllE OES/GN IS CONSISTENT llflll C(l/?/?ENT STi/NOAROS.
SEE SHEET 02 FOR
WA !ER, SEIER, &
EROSION CONlli'OI..
NOlES
KEY l,(Ap
SCAL£· f'=l20' ---- -- -0 !20 240 360 480
Sl-04!
S/-05!
Sl-06!
S!-07!
Sl-08!
Sl-09!
st-tol
I St-Ill
ll?ENCH /Jl?AIN
Cl/RB WT
PEDESlRIAN RAMP
RETAINING WALL SORS/J C-6
SEE OETAIL (SHEET OJ}
SORSO G-29, G-JI
(SEE SHEET 09}
SORS/J C-6
Th
oRlf-1-
oR ~ ----
76,680 SF
87,750 SF
2,100 SF
5,175 LF
700LF
f,.J65 SF
8JOLF
JOLF
8EA
2EA
J8LF
27EA
10,265 SF
?EA
I {IN/JERSTAN/J !HAT lllE CHECK OF PROJECT DRAllfNGS AN/J SPECIFICAllONS BY
lllE CITY OF CARLSBA/J /JOES NOT RELIEVE ME AS ENC/NEER OF MJRK, OF VY
RESPONSIB/L/llES FOR PRO.ECT /JESIGN.
EXCEL ENC/NEERING
440 STATE PLACE
ESCON0/00, CA 92029
(760) 745-8118
SOILS ENGINEER's CERTIFICATE
I, SCOTT A. GRAY, A RECISlERElJ CIVIL ENC/NEER OF lllE STA!F OF CALIFORNIA, PRINCIPALLY
00/NG B(ISINESS IN lllE FIELO OF APPL/ElJ SQ/LS VECHANICS. HEREBY a;fllFY lllAT A SAMPLING
ANO Sl/lOY OF lllE SOIL CONO/llONS PREVALENT llflll/N lll/S SllF WAS MADE BY VE OR (INOER
MY 0/RECllON. 111£ RESULTS ARE SHOHIV IN !HE REPORT OAlllJ SEPTBIBER 29, 2020, JOB
N(IVBER 1-0J#J. TIHJ CWES OF !HE SQ/LS REPORT CO/,IP/LEO fROI.( !HIS Sl/10 Y, llflll MY
REC(}l,IMENOA llONS. HAS BEEN S(l8AI/T1£0 TO lllE OFFICE OF lllE CITY ENC/NEER.
SICNEO.· ~ ,,j ) i-s
SCOTT A. GRAY
REC NO.: 2857
OAT£·
LICENSE EXPIRATION OAT£·
S/GNEO.· 4k@.ttz 'ft-_
lHOAIAS J. VCCAR!HY
CEG NO.: 2080
OAT£·
LICENSE EXPIRATION OAT£·
OWNER's CERTIFICATE
//,• '-~,c--~ %"l'r:sf' -~• ... , ,, ' '·
l...,_ A,.• ((;'\
1~' <;;:i1,:~ G,¾, 4:.\ t>qi ,j,-';.~
!:'! ~-.1 ,';! N;'!o ~ .,., ;,::, ~ 8'", 12..:!l•#R-
.,
• ..
I (/1£) HEREBY a;fllFY lllAT A RECISlEREO SOILS ENC/NEEi? OR GEOI.OGIST HAS BEEN OR llfLL
BE RETAINEO TO Sl/PERV/SE Of&i'-ALL GRAO/NG ACllV/TY ANO AOV/SE ON !HE COl,IPACllON
ANO STABILITY OF lH/S Sl!E IF lH/S PROJECl/l}EVElCl"AIENT IS Sl/B.ECT TO A STA lF-
REGLILAlllJ SIIPPP, I (/1£) ALSO AGREE A OtlAUFIEO SHPPP PRACllllONER (OSP} HAS BEEN OR
llfl.L BE RETAINED TO Sl/PERV/SE /,IIPLEAIENTA llON OF lllE SIIPPP IN ACCORDANCE llflll lllE
CALIFORNIA CONS1R(JCllON OROER ANO Af{INIC/PAL PERMIT, LAlEST WRSION.
SOIJRCE OF TOPOGRAPHY
TOPOGRAPHY SHOHIV ON lllESE PLANS WAS CENERA!FO BY FIELO
Sl/RWY VElllOOS fi?(}l,I INFORl,IA 170N GA lllEREO ON SEPTBIBER
281H, 2020 BY EXCEL ENC/NEERING.
BENCH l,(ARK
lllE BENCHMARK FOR lll/S PROJECT IS '/12002 /IIKJJ074;
A 2• 0/SK SET IN SIDEWALK ON lllE NORlll SIDE OF
PAL(}l,IAR AIRPORT .ROAL), JOO FEET HITT OF MELROSE
Ol?/11£
ELEVA llON.· 444. 00 OA 1/IA/.· NGWJ29
ENGINEER OF WORK
EXCEL ENGINEERING
440 STA TE PLACE
AOORESS VICINITY MAP
ESCONO//JO, CA 92029
PHONE (760} 745-8118
5980 EAGI.E 0/?/W PAL(}l,IAR
FORLIV PARCEL II '
CARI.SBAO, CA 92008 CITY OF OCEANSIDE
FA% (760) 745-1890
OWNER
GREYSTi/R
A TlN: BEA(! BRANO
4# SOlllll CEOROS A 1£N(IE
SOI.ANA BEACH, CA 92075
PHONE: (858)-914-2123
OEVELOPER
GREYSTAR
A TlN: BEA(! BRANO
4# SOlllll CEOROS A 1£N(IE
SCl'.ANA BEACH, CA 92075
PHONE: (858}-9N-2l2J
BASIS OF BEARINGS
PROJECT LOCATION
!HIS PROJECT IS LOCA!FO
llflH/N ASSESSORS PARCEL
N(IAIBER(S} 221-015-08-00
REfERENCE ORAWINGS
CARLSBAD OMl J99-4A
PAL(),IIAR FOR(IAI
(GRAO/NG PLANS}
CARLSBAD OMl J99-4
(IVPROVEVENT PLANS}
!HE B4S/S OF BEARINGS FOR !HIS S{l/?VEY IS B4SE/J (!PON !HE CAL/FOl?NIA
COORO/N4TE SYSTEM OF 1983, ZONE 6, EPOCH 2017.50, IN ACCORDANCE IYl!H
!HE CALIFORNIA P{J8LIC RESO(IRCES COOE SECTIONS 8801-88/9,· AS
OETERAI/NEO LOCALLY BY FIEL/J-OBSERVEO llES TO !HE FOLLOIYING CALIFORNIA
SPATIAL REFERENCE CENTEli' (CSRC} STA770NS: "CLBO' ANO "/>478; BBNC
NOR!H 64" 01' 26" EAST.
HIGHWAY 78
ALL 0/STANCES SHOHIV HEREON ARE GROl/NO 0/STANCES. !HE C(),11B/NEO PACIFIC
FACTOR FOR lll/S PROJECT IS BASElJ ON STAllON "CLBIJ; BBNG 0.99996011
(GROtJN/J 0/STANCE = GR/0 0/STANCE / C(),118/NE/J FACTOR}. OCEAN
LEGAL OESCRIPTION
lllE LANO REFERRED TO HERBN BEi.OW IS Sill/A lllJ IN lllE CITY OF CARLSBAO,
CO(JNTY OF SAN 0/EGO, STA!F OF CALIFORNIA, ANO IS
DESCR/BElJ AS FOi.LOWS:
PARCEL A AS SHOHIV ON a;v llFICA 1F OF C(}l,IPL/ANCE NO. 05-02 AS EV/OENCEO
BY OOC/JAIENT RECOROEO A(ICIJST 7, 2006 AS INSlR(IVENT NO. 2006-0557J4I
OF OFFICIAL RECORDS. BBNG A/ORE PARllCIILARL Y OESCRIBEO AS FOi.LOWS.·
AVE
CITY OF ENCINITAS
TOTAL LOT AREA = 5.94 ACRES
i
LOTS 6 ANO 7 OF CARLSBAD lRACT NO. 99-06, IN lllE CITY OF CAl?LSBAO, TOTAL 0/Sl/lRBEO AREA = 5. 42 ACRES
NOT TO
SCALE
-yf> 0
CITY OF
SAN MARCOS
CO(JNTY OF SAN 0/EGO, STA!F OF CALIFORNIA, ACCORDING TO MAP !HEREOF NO. (lHIS AREA INCL(IOES 8(IT IS NOT L/Al/lFO TO OFF-SllF /fORK
l48Jf, FILElJ IN !HE OFFICE OF 111£ CO(JNTY RECOROER OF SAN 0/EGO CO(JNTY, INCL{IO/NG Pl/Bl.IC IVPRO/IEJIEN1S ANO TBIPORARY 0/Sl/lRBANCE
Jl/NE 29, 2004. Sl/CH AS /IEHICLE ANO EW!PAIENT STi/CING AREAS. CONS1R(JCllON
/fORKEI? FOOT lRAFFIC, SQIL/GRAVEl PILES. (lllLITY lRENCHES. E)(CEPllNG lllEREfl?OI.( ONE-HALF OF ALL MINERALS Mi ON OR (INOER SA/0 LANO, BACKFILL a/TS ANO Sf.OPE KEYWA YS} AS RESERWO BY B{l/?TON 0. HICHTOHIVER, A llfOOWER, IN lllE DEElJ RECORIJElJ TOTAL REPLACEl) /AIPERV/Ol/S AREA = 0 ACRES AIA Y 19, 1959 IN BOOK 7669, PAGE J6I OF OFFICIAL RECORDS. TOTAL PROPOSED /AIPERV/O{JS AREA = J. 77 ACRES
POST-CONSTRUCTION BMP TABLE
STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA 7/0N?
~ STANDARD STORMWA TER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
~ YES (SEE SWQMP FOR DOCUMENTA 7/0N)
NO
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
8/0FIL TRA T/ON TC-32 PR/VA TE CC AND BMP MAINTENANCE 06, 07, 08 8I-MONTHL Y (SURFACE
BASIN AGREEMENT W/ CITY INSPECTTON)•• AS NEEDED
PARTTAL TC-11 PR/VA TE CC AND BMP MAINTENANCE 06, 07, 08 8/-MONTHL Y (SURFACE
RETENTTON AGREEMENT W/ CITY INSPECTTON)•• AS NEEDED DATE INITIAL
S/-12!
SI-IJ!
Sl-14!
Sl-15!
(J'-8" MA% HBGHT}
PARKING LIGHT
BIOF/L !RA llON BASIN
WA lER (){JAL/TY SIGN
0/SABI.EO PARl(fNG STALL
I Sl-16! 4" HH/lF PARl(fNG S11i'IPE
I Sl-17! 12• SlFNCIL RER.ECllW Hfl/lF
'CARPOOL PARA'lNG" SlRIP/NG
! S/-18! 12· SlFNCIL 1/H/lF "EV' S11i'IPING
! S/-19 ! 12· SlFNCIL RER.ECllW Hfl/lF
20AOING ZONE" SlR/PING
PHIVAIE IJfWNA(J£ MIPRtM1IEMS
OESIGN BY OlllERS
SEE DETAIL (SHEET OJ}
SEE DETAIL (SHEET 10)
SORSO V-27A (SEE SHEET 09}
0
0
"CARPOOL PARKING"
"EV"
8EA
7,800 LF
l6EA
l6EA
480SF
so-on J6" % .J6" CATCH BASIN
so-oJ 48" % 48" CATCH BASIN
JENSEN O/.J6J6 (OR E(l(JIVALENT}'" SEE BELOW
JENSEN 0/4848 (OR E(l(JIVALENT}"'' SEE BELOW
□ l!iil!l
I EA
JEA
l2LF
l78LF
185 LF
l90SF
SO-o.J. ,· P>< s""' ,,.,,,,, }
SO-M. 8" Pl1': STORAI ORAIN
so-o~ 18" Pl1': STORM DRAIN
S0-0~ RIPRAP
so-03 6" Pl1': STORM DRAIN CLEANOl/T
I S0-08 6" PERFORA!FO PIPE
PHIVAIE SEWER MIPROIIE1IENlS
I SS-on 6" SEWER LA!FRAL Pl1': SOR-J5
I SS-021 6,, SEWER CLEANOl/T
PHIVAIE WATERLJN£ IIIPROV£N£NlS
INSTALLAllON ANO BEOOING OF
fi.E)(fBLE PIPE PER MAN(IFAC lllRE'S
REC(}l,IAIENOA llONS
SEE OETi//L (SHEET OJ}
CAl?LSBAD SlO. 0/IC. S-6
SEE OETi/lL (SHEET OJ}
SEE DETAIL (SHEET OJ}
CARLSBAO SlO. 0/IC. S-7
CARLSBAD SlO. 0/IC. S-6
! WT-I! / 1/2" /RRIGAllON AIE!FR ANO CARLSBAO SlO. 0/IC. W-4, W-20
2" BACKR.OW
PHIVAIE F1REl/N£ MIPRtM1IEMS (PEH SEPARAIE FlH£ DEPT. PERAIIT}
PRIVATE RRE LINE Pi,t;; /JR/4 C-900
RRE HY/JRANT ASSEAIBL Y SlO. 0/IC. CAIHIJ W-12
• PREZHIINAHY PAIEJIENT SlRI/CllRAI. SEClKJV NOTES
f. FINAL SlR(ICTtlRAL SECllON TO BE DElERAIINEO BY /?-VAL(!£ lFSllNG
ON lllE S(IBGRADE SOILS AFlER COl,IPLEllON OF CRAO!NG.
-CAn:11 BASIN NOTES
f. INSTALL 80% AS SPECIF/El} PEI? LECENO. RCE
2. INSTALL Sot./0 80% COf&i' W/VANHOl.E LIO FOR BOJl'ES SHOHIV ON
PLAN W/ A "RIV" CALLOI/T FOR RIV ELEVAllON. REVIE\./ED
J. INSTALL OPEN 80% W/1RAAIE & GRA!F FOR BOJr'ES SHOHIV ON PLAN W/ ·re· CALLO{JT FOR TC!" OF GRA!F ELEVAllON. INSPECTOR
----0 8EA
- - - -.J65LF
-S--S-50LF
---s ----<O 2 EA
-RW-Qc:J !EA
--·F
---g
11 AS BUILT"
EXP. DATE
BY,
DATE
~ 1 CITY OF CARLSBAD w 0 ENGINEERING DEPARTMENT
GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' -AMAZON
GR2021-0013 CUP2020-0011
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09/30/22 DATE
DWN BY: IV PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL / (; "'lllE FIL lER PORllON OF lllE SYS!FAI SHALL BE ,11/)(El) ONCE Ef&i'Y CHKD BY: ~
J-5 YEARS (,11/N} ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ' / ( ; SDP 2020-0006 530-6A
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVLOADING ZONE
CARP
O
O
L
PAR
K
I
N
G
CARP
O
O
LPARKING CARPOOLPARKINGCAR
P
O
O
L
PARK
I
N
G CARPOOLPARKINGCARP
O
O
LPARKING CARPOOLPARKINGCAR
P
O
O
L
PARKI
N
G CARPOOLPARKINGCARP
O
O
L
PAR
K
I
N
G CARPOOLPARKINGCARP
O
O
L
PARKI
N
G CARPOOLPARKINGCARP
O
O
L
PAR
K
I
N
G CARPOOLPARKINGCARP
O
O
L
PARK
I
N
G
TYPICAL SECTIONS & NOTES
TEAIPORARY EROSION CONTROL NOTES:
(l'tANTlNS ANO IHHIGA110N}
ALL PERAIANENT ANO 1EAIPORARY EROSION CONlROI. PLANllNG ANO IRR/GAllON SHALL BE INSli/LLEO
ANO AIAINTAINEO AS REQIJIREO IN SECllON 212 OF !HE STANOARO SPEC/flCAllONS ANO !HE
FOI.L OHfNG:
A. Hl1JROSEEOING SHALL BE APPL/EO TO:
!. ALL SLOPES !HAT ARE GRAOEO 6: f (HORIZONTili. TO vEl?llCAL) OR STEEPER
H?IEN !HEY AR£·
o. lHREE FEET OR I.IORE IN HEIGHT ANO AOJACENT TO A
PL/Bl.IC WALL OR SlREET.
b. ALL SLOPES -I FEET OR AIORE IN HEIGHT.
2. AREAS GRAOEO FLATTER !HAN 6:/ IIHEN ANY OF !HE FOI.LOHfNG CONO/llONS
E)(IST:
o. NOT SCHEOLILEO FOR /JIPROl£!.IEN!S (CONSlRL/CllON OR GENERAL
LANOSCAPING) HflHIN 60 OAYS OF ROUGH GRAOING:
b. /OENllflEO BY !HE PARKS ANO RECREAllON 0/RECTOR AS HIGHLY
VIS!BLE TO !HE PL/Bl.IC:
c. HAI£ ANY SPECIAL CONOlllON /OENllflEO BY !HE CITY ENGINEER !HAT
WARRAN IS /AIAIEOIA 1E !REA lllENT.
8. HmROSEEOEO AREAS SHALL BE IRRIGAlllJ IN ACCORDANCE HflH !HE FOI.LOHfNG CRITERIA:
!. ALL SLOPES !HAT ARE GRAOEO 6:1 OR STEEPER ANO !HAT AR£·
o. lHREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO
WA 1ERING FROAI QLIICK CO//PLERS,;?-/OSE BIBS OR A CON/IENllONAL
SYS!D,/ OF LOW PRECIPITAllON SPRINKLER HEAOS PROV/0/NG !00%
COvERAG£
b. GREATER !HAN 8 FEET IN HEIGHT SHALL BE WATEREO BY A
CON/IENllONAL SYS!D,/ OF LOW PRECIPITAllON SPRINKLER HEAOS
PROV/0/NG !00% COi'ERAG£
2. AREAS SLOPEO LESS !HAN 6:1 SHALL BE IRRIGA!EO AS APPROIIE!J BY !HE
CITY ENGINEER, PRIOR TO Hl1JROSEEO/NG: !HE OEIH.OPEI? SHALL Sl/81,//T A
PROPOSEO SCHEME TO PROV/OE /RRIGA110N TO !HE CITY ENGINEER. !HE
PROP0£4L SHALL BE SPEC/flC REGAROING !HE NLIAIBERS. TYPES ANO COS1S
OF !HE El£1,(EN1S OF !HE PROPOSEO SYSlEI✓.
J. !RR/GA llON SHALL MAINTAIN !HE AIOISll/RE LEIB. OF !HE SOIL AT !HE
OPllAILIAI LEIB. FOR !HE GROWlH OF !HE HmROSEEOEO GROWlH.
C; HmROSEEOING AIIX SHALL CONS!ST OF ALL OF !HE FOt.LOHfNG:·
!. SEEO Al/% SHALL CONS!ST OF NO LESS !HAN:
o. 20 lbs. PER ACRE OF ROSE Cl.OVER
b. 20 lbs. PER ACRE OF ZORRO FESct/E
c. J lbs. PER ACRE OF E SCHOOi. CIA CALIFORN/CA
d -I lbs. PER ACRE OF ACHILLEA AI/LLEFOI.IA
e. J lbs. PER ACRE OF AL YSSl/1.1 (CARPET OF SNOW)
I. 1/2 lb. PER ACRE OF 0/AIORPHOI.ECA
g. l!EAIS c;a;e, ANO f OF !HIS SLIBSECllON AIAY BE OAIIT!EO ON
LOCA110NS I/HERE !HE AREA BEING HmROSEEOEO IS NOT VIS!BLE FRO/,/
EllHER A PUBLIC STREET OR RES!OENllAL S1RLIC1l/RES.
h. /!D,/ o OF lH/S SIJ8SEC110N AIL/ST BE INOCLILA!EO HflH A N/lROGEN
fl)(ING BACTERIA ANO APPLIEO ORY EllHER BY OR/LL/NG OR
BROAOCAS11NG BEFORE HrlJROSEEOING:
i ALL SEEO MATERIALS SHALL BE lRANSPORlllJ TO !HE J08Sf1E IN
LINOPENEO CONTAINERS HflH !HE CALIFORNIA OEPARlllENT OF FOOO
ANO AGR/ct/L1l/RE CERllflCA110N TAG ATTACHEO ID, OR PRIN!EO ON
£4/0 CONTAINERS.
j NON-PHYTO-TO)(IC H£'mNG AGEN1S AIAY BE AOOEO TO !HE
HmROSEEO SLURRY AT lllE 0/SCREllON OF !HE CONlRACTOR;
2. TYPE I AILILCH APPLIEO AT lllE RA lE OF NO LESS !HAN 2000 lbs PER ACRE
TYPE 6 AI/JLCH (SlRAIY) AIAY BE SLIBS111l/1EIJ, ALL OR PART, FOR
HmRALIUCALLY APPLIEO flBER AIA!ERIAL. H?IEN SlRAW IS LISEO IT AI/JST BE
ANCHOREO TO lllE SLOPE BY AIECHANICALL Y Pl/NCH/NG NO LESS lllAN 50% OF
!HE SlRAW INTO !HE Sal'..
J. FER11LIZER CONS!SllNG OF AAIAION/L/1,/ PHOSPHA 1E SULFA TE, 16-20-0, HflH
15% SIJLPHLIR APPL/EO AT !HE RA!E OF 500 lbs. PER ACRE
0. AREAS TO BE HmROSEEOEO SHALL BE PREPAREO PRIOR TO HmROSEEO/NG BY:
!. ROUGHENING lllE SIJRFACE TO BE PLAN!EO BY ANY OR A COAIBINAllON OF.·
o. !RACK WALKING SLOPES STEEPER !HAN 6: I
b. HARROHfNG AREAS 6: I OR FLA T!ER !HAT ARE SIJmCIENTl Y
FR/AB!.£
c. RIPPING AREAS lllA T HfLL NOT BREAK /JP LIS!NG /!D,/S o OR b ABO/IE.
2. CON0/110NING lllE SOILS SO !HAT IT IS SIJITABI.E FOR PLANllNG BY:
o. AOJlJSllNG lllE SIJRFACE ~ AIOIS1l/RE TO PROV/OE A OAAIP 8LIT NOT
£417/RA lllJ SEEO BEO.
b. !HE AOOlllON OF SOIL AAIENOl,(EN!S, PH AOJlJSlllENT, LEACHING
COVERING £4UNE SOILS TO PROV/0£0 VIABI.E CON0/110NS FOR
GROWlll.
£ HmROSEE/JElJ AREAS SHALL BE AIAINTAINEO TO PROV/OE A VIGOROUS GROWlH L/NllL lllE
lllE PROECT IS PERAIANENTlY LANOSCAPEO OR; FOR AREAS I/HERE HmROSEEO/NG IS !HE
PERMANENT LANDSCAPING, L/NllL lllE PROECT IS COAIPLElEIJ ANO ALL BONOS RELEASEO.
F. ALL SLOPES SHALL HAI£ IRR/GAllON INSTALLED ANO BE STABILIZE!), PLAN!EO ANO/OR
HmROSEEOEO Hflll/N !EN (10) OAYS OF lllE llAIE H?IEN EACH SLOPE IS BROUGHT TO
GRAOE AS SHOH!V ON lllE APPROi'EO GRAOING PLANS. AN APPROi'EO EROS!ON CONlROI.
PROOLICT (RECP) SHALL BE INSTALLED PER EC-7 IF !HIS RE()IJIREAIENT CANNOT BE AIET.
.!/JTE, EXCELS!OR OR SlRAW BLANKET IS /JNACCEPTABI.£
G: SHOLILO GERAIINAllON OF HmROSEEO FAIL TO PROV/OE EFFICIENT COi'ERAGE (NO LESS
lllAN 70~ PRIOR TO OCTOBER !, !HE SLOPES SHALL BE STABILIZEO BY AN APPROIIE!J
RECP. .!/JTE, EXCELS!OR ANO SlRAW 81.ANKET IS LINACCEPTABI.£
H. LANOSCAPING SHALL BE ACCOAIPLISHEO ON ALL SLOPES ANO PAOS AS REQLIIREO BY !HE
CITY LANDSCAPE AIANLIAL, !HE LANOSCAPE PLANS FOR lH/S PROECT OR AS 0/REClllJ BY
lllE CITY ENGINEER OR CITY PLANNER.
WATER NOTES
I. WA!ER &-RECYCI.EO WATER VAIN ANO APPIJR!ENANCES SHALL BE CONSlRL/ClEO IN ACCWOANCE
HflH lllE 'CITY OF CARLSBAD ENGINEERING STANOARos· (LA !EST EO!llON} vot.L/1,/ES 2 & J.
2. lllE CONlRACTOR SHALL OBTAIN AN £%CAVA 110N PERl,//T FRO/,/ lllE 0/lifS!ON OF INOL/SlR/AL
£4FETY BEFORE ANY EXCAVA110N ANO SHALL PROlifOE PROOF OF OSHA N011f7CA110N ANO SHALL
AOHERE TO ALL PROlifSIONS OF lllE STA lE CONS7RLIC110N £4FETY 0/mERS.
J. BEFORE ANY CONNEC110N OR SHUT OOH!V OF VAL/IE.SON E)(fSllNG C;I,/, lf.0. LINES, A PERl,//T
SHALL BE OBTAINEO FROl,I lllE C;I,/, lf.0. omCE ANO VLIST BE S!GNEO ANO APPROIIE!J BY !HE
CITY OF CARLSBAO's OEPIJTY CITY ENGINEER ANO !HE L/11LITY OPERA110NS' PIJBUC WORKS
VANAGER.
4. A PRECONSlRL/CllON CONFERENCE VEE11NG SHALL BE HELO A AIIN/JIL/1,/ OF 7 OA YS BEFORE
CONS1RLIC110N BEGINS. !HE CONlRACTOR SHALL NOllFY !HE CITY OF CARLSBAD ENGINEERING
INSPECllON ,f8 HOURS PRIOR TO BEGINNING OF CONSlR/JCllON, lELEPHONE N0.(760) fl8-J89!
FOR SCHEO/JLING:
5. lllE CONlRACTOR SHALL N011FY lllE CITY OF CARLSBAD ENGINEERING INSPEC110N OEPARlllENT
,f8 HOURS PRIOR TO STAR11NG /Wi'K SO lllAT INSPEC110N AIA Y BE PROV/0£0 -1ELEPHONE NO.
(760)fl8-J89I.
6. NO !REES OR SlR/JC1l/RES SHALL BE ALLOH£'0 IN lllE WATER LINE EASEAIENT, ALL E)(IS11NG
!REES ANO S1RLIC1l/RES SHALL BE REAIOIIE!J PRIOR TO COAIAIENCEAIENT OF /Wi'K -ANY
EXCEPllONS SHALL REWIRE llfi'IT!EN PERMISSION FRO/,/ !HE 0/SlRICT ENGINEER.
7. ALL B/JRIEO COPPER PIPING ANO APPIJR!ENANCES SHALL BE PRO!EC!EO BY VEANS OF CAlllOOIC
PR01EC110N. IF OEIH.OPER/OH!VER CONOLIC!S A SOILS !EST REPORT ANO OEAIONSlRA!ES lllAT
PR01EC110N CAN BE PERFORVEO IN ANOlHER AIANNEI?, lllE 0/SlRICT ENGINEER HfLL CONS!OER
AN AL !ERNA 111£ FORV OF PR01EC110N.
8. !HE EXACT HORIZONTAL ANO vEl?llCAL ALIGNAIENT ANO TYPE OF VA1ERIALS OF !HE flRE LINE
LOCA lllJ BETHE'EN !HE OE!ECTOR CHECK VAL VE ANO 8LIILOING SHALL BE OElFRl,f/NEO BY lllE
CITY OF CARLSBAO flRE VARSHAL.
9. ALL POTABI.E WATER ANO RECYCI.EO WATER SERVICES SHALL BE/' ANO ALL VE!ERS SHALL BE
1• (UNLESS OlHERHfSE NOlllJ ON PLANS)
10. ALL WATER METER BOffS SHALL BE 17' X JO' X 12• PO!.WER CONCRE!E AS AIAN/JFAC1l/REO
BY ARVORCAST OR EQLIAL.
ff. 1,//N/l,/L/I,/ SPACING BETHE'EN POTABI.E WATER LATERALS ANO SEHER SERVICES SHALL BE 10 FEET.
12. !HE TOP OF WATER VE!ER 80)(£5 SHALL BE FLUSH HflH lllE flN/SHEO SIJRFACE GRAO£
fJ. CONS1RLIC110N OF WA!ER VA/NS ANO RECYCLEO WATER VA/NS SHALL AOHERE TO lllE
'CRITERIA FOR lllE SEPARA110N OF WA!ER VA/NS ANO SANITARY SEHERS" PIJBL/SHEO BY lllE
STAIE OF CALIFORNIA's OEPARlllENT OF HEALlH SERlifCES.
14. A)(IAL OEFLECllON AT !HE PIPE JOIN1S ARE NOT ALLOI/ElJ. !HE LISE OF A HIGH-OEFLECllON
CO/IPL/NG AT A PIPE JOINT VAY BE PERl,//TlEO BY lllE INSPECTOR ON A CASE BY CASE
BAS!S NOT TO EXCEEO -I OEGREES TOTAL OEFI.EC110N PER COL/PL/NG (2 OEGREES/tACH GASKET).
LISE CERTAINIE£0 "lifN'r!.-IRON" H.O. FOR cgoa
SEWER NOTES
I. SEHER AIAIN ANO APPIJR!ENANCES SHALL BE CONSlRL/ClEO IN ACCWOANCE HflH lllE
'CITY OF CARLSBAD ENGINEERING STANOAROS (LA!EST EO/llON), WJI.LIAIE !-GENERAL
OES/GN STANOAROS. CHAPTER 6-0ES/GN CR/1ERIA FOR GRAVITY SEHER UNES ANO
APPIJR!ENANCES, ANO WJI.LIAIE J -STANOARO ORAHfNGS ANO NOTES ANO !HE
STANOARO SPEC/flCA 110NS FOR PL/Bl.IC WORKS CONS7RLIC110N, LA !EST E0/110N (GREEN
BOOK).
2. lllE CONlRACTOR SHALL OBTAIN AN EXCAVA110N PERAI/T FRO/,/ lllE 0/lifS!ON OF
INO/JSlRIAL £4FETY BEFORE ANY EXCAVA110N ANO SHALL AOHERE TO ALL PROlifS!ONS
OF !HE STA 1E CONSlRL/CllON SAFETY OROERS.
J. BEFORE ANY CONNECllON TO lllE CITY'S E)(IS11NG SYSlD,/; A PERMIT SHALL BE
OBTAINEO FRO/,/ 111£ CITY. IT AIL/ST BE S!GNEO ANO APPROIIE!J BY !HE CITY ENGINEER
ANO SIJPERIN!ENOENT.
4. BEFORE CONST/?1/CllON BEGINS IN ANY PIJBUC RIGHT OF WAY, A CITY RIGHT OF WAY
PERAI/T SHALL BE REQLI/REO.
5. lllE CONlRACTOR SHALL NOllFY !HE CITY OF CARLSBAO ENGINEERING INSPEC110N -18
HOURS PRIOR TO lllE BEGINNING OF CONSlRL/CllON. (1ELEPHONE NO. [760] fl8-J891)
EROSION CONTROL NOTES
!. IN CASE EAIERGENCY WORK IS REQLIIREO, CONTACT BEALi BRANO AT (858-9N-2f2J)
2. EQIJIPAIENT ANO WORKERS FOR EMERGENCY WORK SHALL BE AIAOE AVAILABI.E AT
ALL llAIES OLIRING 111£ RAINY SEASON. ALL NECESSARY AIA!ERIALS SHALL BE
STOCKPILED ON SITE AT CON/IENIENT LOCAllONS TO FACILITATE RAPIO CONS7RLIC110N
OF !D,/PORARY OElifCES I/HEN RAIN IS EMINENT.
J. FOR PROEC1S COi'EREO BY STAIE SHPPP/Hf)/0, IN ACCWOANCE Hflll lllE
CONSlRL/CllON OROER ISSIJEO BY lllE CAUFORNIA REGIONAL WATER QLIALITY
CONlROI. BOARO, lllE QLIAL/flEO SHPPP PRACllllONER (OSP) SHALL LIPOA!E ANO
MAINTAIN lllE WA !ER POLLL/110N CONlRO!. (IIPC) PLAN TO AOORESS /JPOA lllJ Sf!E
CONOl110NS OF lllE PROJECT. !HE LIPOA lllJ IIPC PLAN ANO LIPOA lllJ SI/PPP SHALL
BE KEPT AT !HE PROECT SllE ANO AIAOE AVAILABLE TO !HE CITY INSPECTOR.
AOO/llONAL CONSlR/JCllON BAIP's BEYONO !HE ORIGINAL APPROIIE!J SI/PPP SHALL
BE PROlifOEO TO AOORESS SITE CON0/110NS NOT AN11CIPA!EO. !HE OSP SHALL
REPORT BAIP OERCIENCIES TO !HE CITY INSPECTOR. !HE OSP SHALL OBTAIN
APPROVAL FROl,I !HE ()IJAL/flEO SI/PPP OEIH.OPEI? ANO !HE CITY INSPECTOR
REGARO/NG ANY S!GN/flCANT CHANGES TO BAIP OEPLOWENT.
4. lllE CONlRACTOR SHALL RESTORE ALL EROS!ON CONlROI. OEVICES TO /Wi'klNG
OROER TO !HE £411SFAC110N OF !HE CITY ENGINEER AFTER EACH RLIN-OfF
PROO/JC/NG RAINFALL.
5. lllE CONlRACTOR SHALL INSTALL AOOl110NAL EROSION CONlROI. AIEASIJRES AS AIAY
BE REQLIIREO BY lllE CITY ENGINEER OLIE TO LINCOAIPLElllJ GRAOING OPERA110NS OR
UNFORESEEN CIRCLIVSTANCES 1/H/CH VAY ARIS£
6. lllE CONlRACTOR SHALL BE RESPONS!BLE ANO SHALL TAKE NECESSARY
PRECAL/110NS TO PRE/IENT PUBLIC TRESPASS ONTO AREAS H?IERE /1,/POL/NOEO
WA!ERS CREA!E A HAZAROOLIS CONOl110N.
7. ALL EROS!ON CONlROI. AIEASIJRES PROlifOEO PER lllE APPROIIE!J SHPPP ANO/OR
EROSION CONlROI. PLAN SHALL BE INCORPORA TEO HEREON.
8. GRAOEO AREAS AROLINO !HE PROJECT PER/VETER /,IL/ST ORA/N AWAY fROI,( !HE
FACE OF SLOPE AT !HE CONCI./JS!ON OF EACH /YOR/(/NG OAY
9. ALL REVOVABI.E PRO!EClli'E OElifCES SHOHN SHALL BE IN PLACE AT !HE ENO OF
EACH WORKING OAY I/HEN !HE fli'E (5) OAY RAIN PROBABILITY FORECAST EXCEEOS
flFTY PERCENT (50,;;J. SILT ANO OlHER OEBRIS SHALL BE REJ/01£0 AFTER EACH
RAINFALL.
10. ALL GRA 1H. BAGS SHALL BE BURLAP TYPE Hflll J/-1 INCH V!N/JILIV AGGREGRA 1£
fl. SHOLILO G£Rl,I/NA110N OF HmROSEEOEO SLOPES FAIL TO PROlifOE EFFEClli'E
COvERAGE OF GRAOEO SLOPES (90% COi'ERAGE) PRIOR TO NOl£!.IBER 15, lllE
SLOPES SHALL BE STABILIZEO BY Pl/NCH SlRAW INSTALLEO IN ACCOROANCE Hflll
SEC110N J5.02J OF !HE EROSION ANO SEO/VENT CONlROI. HANOBOOK OF lllE
OEPARlllENT OF CONSERVAllON, STATE OF CALIFORNIA.
440
430
420
410
400
390
450
410
440
430
420
410
400
-15()
,120
R/lf C/l. R/lf
-----------7.' -----------
-----J6' ------+------J6' --------10· __ _, ,_ __ 10· ---
,1.5• I s.5•----26'----+--26•--,__-Ji
_.$__ __.a:__ ~~~-~
6' TYPE 'G' ct/RB j__'.:::::i=:..=.=...:-----j!--:...=~=t:::'...L
& GLITTER (TYP.) ---l f----0.5' (TYP.)
I I J' A. C; Pt,?,fT Oi'ER 6" A.8.
(1,//N.) OR AS RECOl,IVENOEO
BY Sal'.S ENGINEER
EAGLE ORl'IE
GREY HAWK COI.IRT
PER OJK;. J99-4.4
T'IPICAL SECllON
NOT TO SCALE
PROPERTY,! __.---rE)(fS11NG /J11L/TY
,,. P.C;C;
SIOEIYALK (TYP.)
LINE i-:;-00,' EASEAIENT
EAQ'.E [¥{/1£ , __ I . I EARklNG ORli'E AISLE
r E)(fSllNG ct/R8r11 I -25.50~ 27.00' I .J0.00' I
GLITTER & S!OEWALK 6' C/JRIF ;_ __4 ;,., 4 ~ '"' q§-,,. AC/ ,1'!1 CONCRETE J -I '4/,'/ 4.5 \--;
Cl.ASS II BASE RIBBON GLITTER Cl.ASS II BASE \. 2• VIN REAIEOIAL
(TO BE VER/flEO BY
GEO!ECH REPORT)
SECTION A-A
SCALE· 1'=20'
t
440
430
420
410
400
390
450
,YO
430
_::__ct/RB-420
SCALE 1'=20'
EX/SllNG PVT\ I 15'
ORA/NAGE ~
£A:::::;TY-I I PARklNG OR/VE AISLE
LINE 7 1 21' I I 27'!!'_' -± _J~' 4-
ftA~. wkeifa' 4• AC/ -lj CONCRfks ----c?\r AC,Y -l:5~ -
.L GRASS Cl.ASS I;; BASE RIBBON GLITTER Cl.ASS II BAS£',.. 2' AIIN REAIEOIAL V SWALE ------(TO BE VERlflEO BY
I SECTION E-E GEO!ECH REPORT)
SCALE f'=20'
PROPEli'TY---._jvE)(fSllNG~
£A(Jl£ [¥{/1£ I LINE -LANDSCAPE l
-------j-1 EASEVENT
E)(fSllNG ~.P I ---·"'-<:;::
410
440
420
410
400
440
430
420
410
400
390
450
#0
430
~20
410
I 2· ,
I I
TYPICAL SLOPE CRAOINC SECllON
NOT TO SCALE
5.00'
ORI/IE AISLE
.J0.00'
EASEAIENT -i r BAS!N i\L-4"'ri-a=':""'"'~~~~-;:\"· -;::_;::;. ~~--::=:-=-E)(IS11NG L/11LI~ . WATER (){JAL/TY.
PROPERrr 9.00' -~I ~'==a;'.--:-= - - -~ ·" • CtfRIT
UNE ~ -~ -~-,
£A(Jl£ /Jlifl£ ,,,,__ I .L / PROPOSEo../ -· ·-~-z;k 1T:!-R{:;f::/; BY
r £)(!S11NG cuR877 1 1 a· PVC-SI) GEO!ECH REPORT)
GLITTER & SIDEWALK SECTIONB-B
SCALE· f "=20' r
OR!i'E AISLE PARKING
J0.00' 27.00'
. ~ _::__--~ j-c 'rAq:;?.5 ., ¥"'AC/ -1•
_Cf.ASS-/LB.45£:_ Cl.ASS-II BASE-
1,----PROPER TY
ORl_i'E AISLE 15.-15' I -LINE
6" CURB ,__ __ .J0._._00_· _ __,1 7 -----I
-~ &_Gul~_w_....-7 ---1 --"' -.--~ '( J,:€_CIJRB r
~.:.,oJ:': "'-¥' AC/ 4.5• 6 ct/RB '-2• VIN REAIEOIAL •• 6" ct/RB Cl.ASS II BASE {TO BE VERlflEO BY
GEO!ECH REPORT)I-
SECTION 0-0
SCALE I "=20'
440
430
420
410
400
390
450
_,YO
430
!120
410
GLITTER & S!OEWALK PARklNfi OR/VE AISLE
SECTION F-F
SCALE· f '=20'
PREPARED LI, VY. VPER~
BY -p...z~
nff(ROBERT 0. OEN11NO R.C.£ NO.: 4.5629
EXCEL ENGINEERING
AOORESS.· ,1,1/J STA lE PLACE
CITY, ST.: ESCON0/00, CALIFORNIA
1ELEPHON£· {760) 7-15-Bf/8
6 'ct/R8
-1• AC/ -1•
Cl.ASS II BASE
OA1£· 7/14/2021
,.._,. ---~-.
CONCRETE
R/880N GLITTER
EXP/RA llON: 12-J!-22
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
KEY IMP
NOT TO SCALE
W,\'fESS\~ ~~ D-Dq~
"AS BUILT"
tilf. ~ ~ No. 45629 '§~
i< Exp.12-31-22 * RCE EXP. DATE
~"JJ C!V\\..~ ~ OF Cf,.\,\\ REVIE\,/ED BY•
INSPECTOR DATE
~ CITY OF CARLSBAD m 2 ENGINEERING DEPARTMENT 0
GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' -AMAZON
GR2021-0013 CUP2020-0011
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09/30/22 DATE
DWN BY: 4,1 PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY:~ / ,
CITY APPROVAL RVWD BY: ' V ; SDP 2020-0006 530-6A
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
TYPICAL DETAILS
EflTCllVE Al
81,fP-/O nPEOFBl,fP AREA (INCH}
(SOFT} RISER
81,fP-A 9/0flL IRA llON 5.182 9.0
81,fP-B 9/0flL IRA llON 404 9.0
81,fP-C PARllAL 2,206 9.0 RElFNllON
81,fP-O 9/0flL IRA llON 2472 9.0
'"'W@ '"'W 120·
6" PVC PIPE PERFORATION
LAYOUT DETAIL
NOT TO SCALE
BIO-BASIN SUMMARY TABLE
A2 A3 B ••c 0 (INCH) (INCH} (INCH} (INCH} (INCH} TOP OF CLEAN l/PPER UEO/A CRA/IEL BASIN Ol/T OR/f!CE
15.0 9.0 -18.0 12.0
/5.0 9.0 -/8.0 12.0
/5.0 9.0 -/8.0 12.0
/5.0 9.0 -/8.0 12.0
E
fEET
2.25
2.25
2.25
2.25
BOX RISER/
OVERR.0/Y
SIRl/CTt/RE
SIZE
(INCHES}
48,'(,fB
36X36
48,'(,fB
48,'(,fB
OR/f!CES
0/AUE!ER !I.IPERl,IEABLE
LINER? l/PPER LOIIE"R
(INCH} (INCH}
-1.5 YES
-a75 YES
-1.0 NO
-1.0 YES
NO LIVE LIVE
LOAOIM LOAO/NG
\, ---CATCH BASIN
• ',. PER Pl.AN
NO. (5p/ST0N!! , ' ,,
~( ~ I ,
SCH 40 pi,r; MALE
ADAPTER (/,lilPxSoC}
• pi,r;
C>Sl/BORAIN CJ
'CH 40 pi,r; THREAOEO
ENO CAP (fPT}
11 U/N. j u d(_
l' 'J,3;_ t
OR/LL OR/flCE Hot.£ AT
FlOH!.INE OF ENO CAP
(SIZE PER BIO-BASIN
Sl/UMAR Y Ti!BLE} \._AASHTO
NO. 57 STONE
OR/RC£ DETAIL
NOT TO SCALE
U'
I
===t:,=,~==::i~ =1
TYPICAL PARKING STALL
W/ lREE lRIANGLE
\
f!NISH CRAOE
NOT TO SCALE
/lfO TH VAli'IES
(UIN 3} I /lfOTH/2
5%VA,r
li ,{
I
/lfOTH/2
...2%-J(!N
f"')s; ~I~ I,,, I
"--; -;;:~ :,e:
~ ~
'-' l -. ~ ~
4"-6" CLEAN-IYASHEO ROCK
l/NOERLAIN BY GEOTEXllLE FABRIC
l/NLESS SPEC/f!EO BY PLANS
(UIRAfl OR EOl/lVALENT}
~ ~
fJHAIL -RIP RAP FLOWLINE
NOT HJ SCALE
VARIES
~
TYPICAL RIP RAP PAD INSTALL
1.0'
-~-
il'; QMIN 25 SOFT LANDSCAPE
11?EE 0/AUONO
TYPICAL PARK/NC RELfJ
W/lREE fJIAAIONfJ
NOT TO SCALE
VARIES (AIIN 3' UAX 5}
f-----------1 1--!.5'---+---1.5•·---1-
5,r Al,!% I 5$ MAX
., .
560-C-3250
CONCRETE
· ,; ~ao7~ ·
. q. .
'
DETAIL -RIBBON CUTTER
TYP. 6" /lfOE X
6" HIGH Cl/RB
NOT TO SCALE
TC ELEV 6"
PER Pl.AN 2'
TC ELEV (6"}
TYP. 6" llfOE X
6" HIGH CL/RB
T1PICAl ti CORNER
DETAIL -CURB CUT
NOT TO SCALE
DETAIL
pi,r; Ol/lT/.0/Y PIPE
(TO BIO BASIN}
(SIZE PER PLAN}
CURB 0Pt7VING & RIP RAP PAD
NOT TO SCALE
1-----------1-NOS UOOEL OS-090N
Ol/RA-SLOPE !RENCH ORAIN
(OR EOl/lVALENT}
12" /lfOE OVERLAY ---
(GR/NO & REl.tO/IE 2• OF EXIST.
A. c;; & REPLACE /lfTH NEIY)
INSTALL NEIY A.C: PAVEAIENT TO
UATCH EXISllNG ADJACENT THICKNESS
6" CL/RB & G/ITTER
-----NOS UOOEL OS-2274
l/NIVERSAL ENO Ol/1l£T
(6-, AOAPTER}
SA m::{JT ti I' fROl,f
G/ITTER LIP
RE/,/0/IE EXIST. CLASS II BASE & REPLACE /lfTH NEIY CLASS II
BASE TO MATCH EXISllNG ADJACENT THICKNESS (OR PER
NfJS lRENCH DRAIN
NOT TO SCALE
GEO TECH RECOAIUENOA llONS)
SAHWT tJ !' FROAI NEW Gt/TlER LIP
NOT TO SCALE
W,\'fESS\~ ~~ D-Dq~ tilf. ~ ~ No. 45629 '§~
i< Exp.12-31-22 * RCE
~"JJ C!V\\..~
t OF ct,.\.,\\ REVIE\,/ED
INSPECTOR
"AS BUILT"
EXP,
BY,
DATE
DATE
~ 3 CITY OF CARLSBAD m 0 ENGINEERING DEPARTMENT
GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' -AMAZON
PREPARED ll, UY. VPERl1~ GR2021-0013 CUP2020-0011
7/14/2021 APPROVED: JASON S. GELDERT BY ~-::,..z~ OAT£·
rJi{ROBERT 0. OENllNO R.C:£ NO.: 45629 EXP/RA llON: 12-31-22
ENGINEERING MANAGER RCE 63912 EXPIRES 09/30/22 DATE EXCEL ENGINEERING
AOORESS.· 440 STA TE PLACE DWN BY: •J' PROJECT NO. DRAWING NO. CITY, ST.: ESCON0/00, CALIFORNIA DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ' , SDP 2020-0006 530-6A 1ELEPHON£· (760} 745-8118 REVISION DESCRIPTION RVWD BY: ' , ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
LOADING ZONE
CA
R
P
O
O
L
PA
R
K
I
N
G
CA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G
HORIZONTAL CONTROL PLAN - WEST
lj t
1 -
s
\
N00"08'.llif
'1=75"35'50"
N00"08'.llif
N89"51'27"E
N00"44'17"E
N0.J"55'50"E
25.90'
60.50' 79.83'
10.50'
36.23'
52.!8'
37.8!
CURB DA7A
LFNCT! REi
1.84' 2
' \ '\' \ \ \
\ \ ' --,
\ \ ,·~ ' \,~. ' >X \: ~\ ' ~ ~· / '<e, \ /', ,<c ' '\: .\\ ~
\ , -------".
SCALE: I '=20' ---- -- -0 20 40 60 80
MY. VPERl4S!ON. /
~::,_.?~-,c..---OA-1£· 7/14/2021
••
2
3
2
I
» •
N M
N M
N •
N M
N •
N M
N M
N •
N M
N •
I @ N89"5!'27"E 17.76' " • 8 N29"49'54"W 23.99' N M
'1=0!"12'o7" 645.50' 13.54' 2 @ '1=90"1717" 3.00' 4.73' ••
0. N22"27'22"E 5.98' • • @ '1=00"07'.JB" 588.50' I.JI' ••
I N6TJ2'.J8if 5.98' " • 8 '1=90"1717" 3.00' 4.73' N M
I '1=01"01 '28" 645.50' 11.54' " • N29"07'oJ"W 23.99' N M
I '1=00"1019" 645.50' 2.00' 3 @ '1=02"55'58" 561.50' 28.74' N M
I N20"J0't2"E 5.98' 2 @ N19"15'00"E 6.02' N •
I N69"29'48if 5.98' " • 9 N70'45'00"W 6.02' N M
N M
RCE __ _ EXP,----DATE
REVIE\,/ED BY,
1-----t--+---------------+---+--+-----1---1 GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' AMAZON
l-----t--+---------------+---+--+-----1---1 :=G=R2=0=21=-=00=1=3============CU=P=2=02=0=-0=0=11~
APPROVED: JASON S. GELDERT
ROBERT 0. OENllN0 R.C.£ NO.: 45629 EXPIRAll0N: 12-31-22 t----t--+----------------1---+--+-----I----I
:Y.· EXCEL ENC/NEERING AOORESS.· 440 STATE PLACE ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 22 DATE
CITY, ST.: ESCON0/00, CALIFORNIA DATE INITIAL DATE INITIAL DAlE INITIAL DWN BY: -;:;:::::z. PROJECT NO. DRAWING NO.
1ELEPHON£· (760} 745-8118 REVISION DESCRIPTION CRHVWDKD BBYY:: -SDP 2020-0006 530-6A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVHORIZONTAL CONTROL PLAN - EAST
I
I
I
-t ---
1
I
I
---1 -----
1 ~
I ~
I ~ ---::: _-J ::N ---------
1
I
I
I
I
NO
'3'
' 4,
0
@
;4..
4
@
@
4
;4,
@
@
5
5.
@
CURB
DELTA/BRG RADIUS
N45"08 'J.J"W --
N4.J'48'57"£ --
N46"11 '03"W --
N4.J'48'57"£ --
N46"11 '03"W --
t!=90"00'00" 3.00'
N8T46'26"E --
t!=90'00'00" 3.00'
N02"13'34"W --
t!=90"00'00" 3.00'
N8T46'26"E --
t!=90'00'00" 3.00'
N02"13'34"W --
N42"46'26"£ --
N4T13'34"W --
DATA
LENGTH
6.00'
6.00'
6.00'
6.00'
6.00'
4.71'
1.00'
4.71'
48.00'
4.71'
1.00'
4.71'
48.00'
6.00'
6.00'
r
-~1
I
I
F
REMARK
1
••
••
••
• •
••
••
••
• •
••
••
••
••
••
••
C
NO
15
(~
@
@
'5
5.
@
0
6.
'6.
@
@
16.~
I6.t
@
,· -, -- -1 · --I-.
, I
I I I
I I I
I
I I 5. (""",
1-r
I
1.00· \
-- --I-- -I
I I I
I
I
I I I
I I I
I I -1-0
I
I I
I I
\ i
~-\ -"'~
\ '54 I
5. \
I I
------I
0
15.
I
I I
I_ J_ ~--
I
I __ J __ J __
F
DELTA/BRG
N42"46'26"£
N4T13'34"W
N44"36'38"E
N45"23'22"W
N44"36'38"£
N45:? 3'22 "W
t!= 115"22 '37"
t!=64"37'23"
N00:?3'22"W
t!=64"37'2.J"
t!= 115"22 '37"
N00:?3'22-W
N7.J"08'20"£
t!= 18:?5'4.J"
t!=29".J5'28"
__l --_l
APN: 221-015-08-00
PARCEL II'
COC REC. OX. 2006-0557341
CURB
RADIUS
--
--
--
--
--
--
3.00'
10.00'
--
10.00'
3.00'
--
--
20.00'
20.00'
F
----I
I I
I I
I
I
I
I
I
DATA
LENGTH
6.00'
6.00'
6.00'
6.00'
6.00'
6.00'
6.04'
f!.28'
34.00'
f!.28'
6.04'
46.65'
5.00'
6.43'
10.33'
I
I
F '
REMARK
1
••
••
••
••
••
••
••
••
••
••
••
2
4
3
- I
I
I
I
11.00'
11.00'
Ill
NO DELTA/BRG
6. I t!=.15" 37'04 •
,il) N7.J"08'20 "£
0 t!=05"40'56"
@ t!= 15"08 '44 •
7. t!=26"55'26"
7-t!=53"17'50"
@ t!=ff"13'40"
'
I 11.00' I
CURB
RADIUS
6.00'
--
50.00'
20.00'
20.00'
3.00'
5.5.50'
BMP-D DAlA
NO DELTA/BRG RADIUS
I \ N89"51'16"£ --
I \ N00:?3'22"W --
I \ N8T46'26"£ --
/4 \ N00"08 '33"W --
DATA
LENGTH
3.73'
ff.37'
4.96'
5.29'
9.40'
2.79'
10.88'
LENGTH
107.00'
21. 15'
107. 16'
25.04'
10.00' 30.00'
C r
F
REMARK
1
4
2
4
3
1
4
,,
,, I
I
I
I
-::::.::
I
NO
0
2
3
4
CURB DATA
DEL T,4, 'BRG RADIUS LENGTH
13.51'
N45V8'33"W 6.00'
N44"51 '27"£ 6.00'
N89"51 '27"£ 13.51'
N89"51 '27"£ 13.51'
N89"51 '27"£ 17.76'
NOOVB '33"W 23.91'
t!=92'05 '02. 3.00' 4.82'
N8T46'26"£ 9.33'
N8T46'26"£ 2.00'
N8T46'26"£ 110.87'
t!=88'09 '47" 3.00' 4.62'
N00:?3'22"W 24. ff'
N89"36'38"£ 17.76'
N45:?3'22"W 6.00'
N44"36'38"£ 6.00'
N89"36'38"£ 13.51'
N89"36'38"£ 13.51'
N89"36'38"£ 13.51'
N89"36'38"£ 13.51'
N89"36'38"£ 13.51'
N89"36'38"£ 28.76'
N00:?3'22"W 24.06'
t!=85"50 '26. 3.00' 4.49'
t!=79"32'07" 20.00' 27.76'
N06"41 '41 "W 105.56'
t!=12"53'36" 28.00' 6.30'
N19".J5'17"W 19.03'
N19".J5'17"W 47.20'
t!=12"53'36" 58.00' 13.05'
N06"41 '41 "W 74.22'
t!=8.J"41 '41. 25.00' 36.52'
N89"36'38"£ 4.45'
t!=68"40'35" 25.00' 29.97'
t!=111"19'25" 3.00' 5.83'
CURB DATA
REMARK DEL T,4, 'BRG RADIUS LENGTH REMARK
1 N.J4"33'22"£ 6.02' 1
• • t!=01:?2'J.J" 561.50' 13.48' • •
• • N5T41 '20"W 6.02' • •
• • N32"18'40"£ 6.02' • •
• • t!=0!"48'37" 561.50' 17.74' • •
• • N14"56'01 "W 23.99' • •
• • tJ 90·17'37" 3.00' 4.73' • •
2 t!=00'07'J8" 588.50' 1.31' • •
• • t!=90"17'37" 3.00' 4.73' • •
3 N15"J8'53"W 23.99' • •
2 t!=02"55'58" 561.50' 28.74' • •
• • N64'00'55"W 6.02' • •
1 N25"59 '05 "£ 6.02' • •
• • t!=02:?9'5.J" 561.50' 24.48' • •
• • N6T22'58"W 6.02' • •
• • N22"37'02 "£ 6.02' • •
• • N65".J5 '28 "W 5.98' 2
• • N24:?4'32"£ 5.98' • •
• • t!=01"12'07" 645.50' 13.54' • •
• • N63"J8'18"W 5.98' • •
• • N26:?1 '42"£ 5.98' • •
• • tJ 01"12'07" 645.50' 13.54' • •
• • N61"41 '08"W 5.98' • •
• • N16"41 '08"W 19.76' • •
• • t!=89"43'24" 3.00' 4.70' • •
• • t!=16'01'ff" 618.50' 172.93' • •
• • N89"36'J8"£ 37.85' • •
• • t!=78:?7'47" 25.00' 34.24' 1
• • t!=101"32'13" 10.00' 17.72' • •
• • N89"36'38"£ ff.70' • •
• • t!=90'00'00" 3.00' 4.71' • •
• • N00:?3'22"W 23.00' • •
• • N89"36'38"£ 18.76' • •
• • N45:?3'22"W 4.59' • •
• • N44"36'J8"£ 4.59' • •
I 1--. ___ -~
,-.
N89"36'38"£ 22.49'
N00:?3'22"W 17.76'
• •
• •
N89"36'J8"£
N45:?3'22"W
15.51'
4.59'
• •
• •
~
SCALE· 1"=20' ------ -0 20 10 60 80
.VY. VPERt4S!ON. /
~::,_.z~~.,c---OA-1£· 7/14/2021
N44"36'38"£ 6.00' • • N44"36'38"£ 4.56' • •
N45:?3'22"W 6.00' • • N8T46'26"£ 15.57' • •
N00:?3'22"W 13.51' • • N4T13'.J4"W 4.59' • •
N00:?3'22"W 13.51' • • N42"46'26"£ 4.59' • •
N00:?3'22"W 13.51' • • N8T46'26"£ 15.51' • •
N00:?3'22"W 28.76' • • N4T13'34"W 4.59' • •
N89"36'38"£ 30.39' • • N42"46'26"£ 6.00' • •
t!=90'00 '00 • 5.00' 7.85' • • N8T46'26"£ 13.51' • •
N00:?3'22"W 27.00' • • N4T13'34"W 6.00' • •
N89"36'38"£ 17.76' • • N42"46'26"£ 6.00' • •
N45:?3'22"W 6.00' • • N8T46'26"£ 17.76' • •
N44"36'38"£ 6.00' • • N02"13'34"W 24.00' • •
N89"36'38"£ 13.51' • • t!=90'00 '00. 3.00' 4.71' • •
N89"36'38"£ 13.51' • • N8T46'26"£ 1.00' • •
N89"36'38"£ 14.22' • • t!=90'00 '00. 3.00' 4.71' • •
t!=OO:? 1 '39 • 561.50' 3.54' • • N02"13'34"W 24.00' • •
N00"45 '00 "W 23.99' • • N8T46'26"£ 17.76' • •
t!=90"17'37" 3.00' 4.73' • • N4T13'34"W 6.00' • •
t!=00'07'J8" 588.50' 1.31' • • N42"46'26"£ 6.00' • •
t!=90"17'37" 3.00' 4.73' • • N8T46'26"£ ff.06' • •
N01:?7'52"W 23.99' • • N89"51 '27"£ 3.44' • •
t!=0!"48'37" 561.50' 17.74' • • N45V8 '33"W 6.00' • •
N48"42 '33"W 6.02' • • N44"51 '27"£ 6.00' • •
N41"17'27"£ 6.02' • • N89"51 '27"£ 24.51' • •
t!=O 1 :?2 'J.J" 561.50' 13.48' • • N45V8'33"W 6.00' • •
N50"57'15"W 6.02' • • N44"51 '27"£ 6.00' • •
N39'02 '45 "£ 6.02' • • N89"51 '27"£ 24.51' • •
t!=O 1 :?2 '33" 561.50' 13.48' • • N45V8 '33"W 6.00' • •
N5.J"11 '57"W 6.02' • • N44"51 '27"£ 6.00' • •
N36"48'03"£ 6.02' • • N44"51 '27"£ 6.00' • •
t!=O 1 :?2 '33" 561.50' 13.48' • • N45V8 '33"W 6.00' • •
• • 6.00' • •
RCE __ _ EXP,----DATE
REVIE\,/ED BY1
INSPECTOR DATE
1----+----+---------------+---+---+---+----t ~ cr1x!N£fiNG CDt~R¼~~AD fsHill5l
L!.Q_J
1------t---+----------------+-----+--+-----11-----1 GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' AMAZON
1------t---+----------------+-----+--+-----11-----1 :=G=R2=0=2=1-=0=01=3============C=UP=2=02=0=-=00=1~1
APPROVED: JASON S. GELDERT
ROBERT 0. OENllNO R.C.£ NO.: 45629 EXPIRAllON: 12-31-22 t------+---+----------------+-----+--+-----11-----1
:Y.· EXCEL ENC/NEERING ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 22 DATE
AOORESS.· 440 STA 1E PLACE
CITY, ST.: ESCON0/00, CALIFORNIA DATE INITIAL DATE INITIAL DAlE INITIAL DWN BY: -::B"+--PROJECT NO. DRAWING NO.
1ELEPHON£· (760} 745-8ff8 REVISION DESCRIPTION CHKD BY: ..::+;:e~ SDP 2020-0006 530-6A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
LOADING ZONE
CA
R
P
O
O
L
PA
R
K
I
N
G
CA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G
PRECISE GRADING PLAN - WEST
SCALE: !'=20' ------ -0 20 40 60 80
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
SURFACE IMPROVEMENTS
{SEE SHEET 01 FOH SPEr:tFTC4TKK(Sj
Sl-0 I I 4" AC 0/IER 4. 5" CLASS 2 BASE -/}/?//IE
Sl-021 4" AC 0/IER 4" CLASS 2 BASE -PARK/NC
57-041 6" CVRB
Sl-051 6" CVRB & G'!JT1ER
Sl-061 4" PCC 570£/YALK
Sl-071 RIBBON C//TlER
57-09 I ct/RB ct/T
SI-I I I RETAIN/NC IYALL SORSO C-6 (J'-8" VAX HEICIIT)
S/-121 PARK/NC UC/IT
SI-IJI B!Of1LIRA110N BASIN
Sl-14 I /YA 1E1? ClllALITY SICN
57-151 OISABLEO PARK/NC STALL
57-161 4" HH/lE PARK/NC S!RIPE
Sl-171 CARPOOi. PARK/NC SIR/PINC
S/-191 LOA/JINC ZONE SIR/PINC
EXIST/NC £AS£Al£NTS
COIIENAN!S, CON/J/1/0NS, RESIR/C110NS ANO EASEAIENTS IN lHE
Ooct/AIENT RECOROEO .JANI/ARY 10, 200J AS INSIRVAIENT NQ
200J-OOJ51# OF Off/CIAL REClWOS: SA/0 OOC/IAIENT PROl10ES
FOi' A LANOSCAPE EASEAIENT.
ABVT!ER's RIC/ITS OF IN6Jli'E.s:S' ANO £6Jli'ESS TO lW f1?0AI £Act.£
ORI/IE ANO CREY HAIIK cotJRT, EXCEPT AT ACCESS OPENIN6:S'
HA /IE BEEN OEOICA lEO lW REZINOt/lSHEO ON lHE AIAP OF
CARLSBAO IRACT NQ 99-06, AIAP NQ 14831 OF IRACT AIAPS
RECOROEO bNE 29, 2004.
EASEAIENTS SHOHIV lW 0£/JICA lEO ON AIAP NQ 148.JI RECOROEO
bNE 29, 2004 AS CARLSBAO IRACT NQ 99-06, PALOAIAR
FlWVI✓.
Q) PRIVAIE ORA/NACE ANO INCIDENTAL PVRPOSES
@ SIC/IT /JISTANCE ClWR/OlW ANO INCIDENTAL PVRPOSES
AN £ASEl,f£NT IN FAIW OF SAN OIECO CASANO ELEC!RIC
COAIPANY FOi' PVBLIC V11Ll11£S ANO INCIDENTAL PVRPOSES,
RECOROEO SEPTEAIBER 27, 2004 AS INSIRVAIENT NQ
2004-09//006 OF Off/CIAL REClWOS:
lHE lER/,1S, PROl1SIONS ANO £ASEl,f£NT(S) CONTAINED IN lHE
OOCVNENT EN1lll.EO "RECIPROCAL EASEAIENT ANO NAIN!DIANCE
A6Jli'ml£Nr RECOROEO OCTOBER 06, 2005 AS INSIR/1/,IENT Na
2005-0865774 OF Off/CIAL RECOROS:
AN £ASEl,f£NT IN FAIW OF CARLSBAI) AIVNICIPAL IYAIER
/JISIRICT FOi' /YA 1ERLINE PURPOSES ANO INC/OENTAL PURPOSES,
RECOROEO .JANI/ARY JO, 2006 AS INSIR/INENT NO.
2006-0065489 OF Off/CIAL RECOROS:
AN £ASEl,f£NT IN FAIW OF cotJNTY OF SAN /JIECO FOi'
Al1CA110N ANO INCIDENTAL PVRPOSES, RECOROEO NARC/I 2J,
2006 AS INSIR/IAIENT NO. 2006-0199920 OF Off/CIAL RECOROS
[NOT PI.Oll"AaEj
*EXISTING WATER SERVICE NOT£·
CONIRACTlW NI/ST POlHOLE lHE two.S:s' lW IEE AT lHE PROPERTY LINE TO
OEIERAIINE lHE COi/ER OEPlH f1?0AI lHE f!NISHEO SVRFACE ELEVA110N TO
lHE TOP OF PIP£ IF lHE SERl1CE IS NOT IN AXOl'OANCE llflH CITY OF
CARLSBAO Wl. 2, CH. J.J.8.A. I -42 INCHES COi/ER f1?0AI TOP OF PIPE TO
f!N/SHEO 6Jli'AOE ELEVA 1/C:W, lHE SERl1CE SHALL BE ABANOONEO PER Cl,lllf}
STANOARO SP£Clf!CA110NS /5000-J.// ANO A NEW SERl1CE SHALL BE
INSTALLEO fl?OAI lHE NAIN TO PROPERTY LINE PER STANOARO ORA/lfNCS
IY-22 ANO RIRNISHEO llflH NEIY lE£ ANO VAL //ES:
"AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE'wED BY,
GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' -AMAZON
GR2021-0013 CUP2020-0011
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 22 DA TE
DATE INITIAL
CITY APPROVAL
DWN BY: ~ PROJECT NO. DRAWING NO.
CHKD BY: SDP 2020-0006 530-6A RVWD BY:
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVPRECISE GRADING - EAST
SCALE: !'=20' ------ -0 20 40 60 80
RW RW--s,,,--/
,,,--/
DA TE INITIAL
ENGINEER OF WORK
SURFACE /AIPROVEAIEN!S
(SEE SHEET 01 FlJH ~lD\5;)
.57-011 4" AC OV£R 4.5" CLASS 2 BAS£ -ORIV£
s1-02I 4" AC OV£R 4" CLASS 2 BAS£ -PARK/NC
.57-aJI 7" PCC OV£R 7" CLASS 2 BAS£
.57-041 /J" Cl/RB
.57-051 fi" Cl/RB & C//T!ER
S/-07I RIBBON C//T!ER
.57-091 Cl/RB C//T
.57-121 PARK/NC LICHT
.57-1JI B/ORL !RA llON BA.57N
.57-141 H'A1ER l){JAUTY .57CN
.57-151 4" IIH/1E PARK/NC STRIPE
.57-181 EV STALL STRIP/NC
EX/SllNC EASEAIEN!S
CO/£NAN15; CONOlllON.5; RESlR/CllONS ANO £AS£AIEN1S IN TH£
OOC//Af£NT R£CORIJE!J ✓AN//ARY !O, 200J AS INSlR//AfENT NO.
200J-OOJ5f4,f. or OFRC/AL R£Cl:WOS: SA/0 OOC//AIENT PROVIDES
FOR A LANOSCAPE £AS£Af£NT.
ABIIT!ER's RIGHTS or INGRESS ANO £CRESS TO OR FROAf £AC/.£
OR/I£ ANO GREY HAIi!( COl/RT, EXCEPT AT ACCESS QDEN/NCS
HA V£ B££N 0£0/CA 1EO OR REL/N(}/1/SHEIJ ON TH£ AIAP or
CARI.SBAO TRACT NO. 99-0/J, AIAP NO. f,f.8,Jf or lRACT MAPS
R£CORl)£0 .!I/NE 2.9, 2004.
£AS£AfEN1S SHOWN OR 0£0/CAlEO ON AIAP NO. f,f.8,Jf R£COROEIJ
.!I/NE 29, 2004 AS CARLSllAO TRACT NO. 99-0/J, PALOAIAR
FOR/IA/.
G) PRIVA1E ORA/NACE ANO INC/0£NTAL P//RPOS£S
@ SIGHT DISTANCE a!'i'RIOOR ANO INC/0£NTAL P//RPOS£S
AN £AS£Af£NT IN FA/IVR or SAN Ol£CO CASANO £L£C1RIC
COAIPANY FOR Pl/Bl.IC //llL/ll£S ANO INC/0£NTAL P//RPOSES,
R£COR0£0 S£P1EAIB£R 27, 200,f. AS INS1R//Af£NT NO.
2004-09!!00/J or OFRCIAL R£a!'i'OS:
TH£ lD?M.5; PROVISIONS ANO £AS£AfENT(S) CONTAINEIJ IN TH£
OOC//Af£NT £Nll1l.£0 ?i'ECIPROCAL £AS£Af£NT ANO AIA/N1ENANCE
ACR££AfENr R£CORl)£0 OCTOBER 0/J, 2005 AS INSlR//AfENT NO.
2005-0865774 or OFRCIAL R£Cl:WOS:
AN £AS£AfENT IN FA/IVR or CARI.SllAO Afl/NICIPAL H'AlD?
0/SlR/CT FOR H'A1ERLIN£ P//RPOS£S ANO INC/0£NTAL P//RPOSES,
R£COR0£0 ✓AN//ARY JO, 200/J AS INS1Rl/Af£NT NO.
200/J-0055489 or OFRCIAL R£COROS:
AN £AS£AIENT IN FA/IVR or COl/NTY or SAN O/£CO FOR
A VICA llON ANO INCIOENTAL P//RPOS£.5; R£Cl:WOEIJ MARCH 2..f
200/J AS /NS1R//Af£NT NO. 20(J{j-0!99920 or OFRCIAL R£COROS
/NOT PI.Oll'A&Ej
*EX/SllNC WATER SERVICE NOTE·
CONTRACTOR All/ST POTHOI.£ TH£ CROSS OR lF£ AT TH£ PROPERTY LIN£ TO
0£1ERAI/N£ TH£ COVER 0£PTH FROAf TH£ flN/SHEIJ S//RFACE £L£VAllON TO
TH£ TOP or PIPE. IF TH£ SERVICE IS NOT IN ACCl:WOANCE l#fTH CITY or
CARI.SBAO WL 2, CH. J.J.8.A.f -42 INCHES COVER fROAf TOP or PIPE TO
flN/SHEIJ CRAP£ £L£VAllON, TH£ SERVICE SHALL B£ ABANOON£0 P£R CAIMJ
STANOARO SPEClflCAllONS !5000-J.ff ANO A NEW SERVICE SHALL 8£
/NSTALLEIJ FROAf TH£ MAIN TO PROPERTY LIN£ PER STANOARO ORAl#fNCS
H'-22 ANO Fl/RN/SH£0 l#fTH NEW 1E£ ANO VAL V£S:
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
"AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE'wED BY,
GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A' AMAZON
GR2021-0013 CUP2020-0011
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 22 DA TE
DWN BY: ~ PROJECT NO. DRAWING NO.
CHKD BY: SDP 2020-0006 530-6A RVWD BY:
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
LOADING ZONE
CA
R
P
O
O
L
PA
R
K
I
N
G
CA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G
PRIVATE UTILITY PLAN
'
\
SCALE· 1"=20' ---- -- -0 20 40 50 80
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE
STORM DRAIN DA l4 (135OD)
NO DELTA/BRG RADIUS LENGTH REA/ARK
r , 1 N01"29'59"W --177.96' 8" PVC
0 NOT50'55"W --11.48' 4• PVC
0 N05'29'J1 "W --184.84' 18" PVC
SEWER DATA SDR-35
NO DELTA/BRG RADIUS LENGTH REA/ARK
(j) N00"44'17"E --4J.87' 6" PVC
(l) N44"42'o8"W 5.61' # N --
PRM4TE WATER /AIPROVEAIENTS
(Sg SHEET Of fDH SP£CIFT04110NS)
I WT-ti 1 1/2" !RR/CATION AIE!FR ANO
2" BACKR.OIY
(INST,ILL ON £)(!ST. 2• IRRGA TION
SEl?vfCE PER 01/C. J99-4)
Q) PRIVA!c ORA/NAG£ ANO INC/OENT,IL PURPOSES
@ SIGHT 0/ST,!NCE awR/00\' ANO INC/OENT,IL PURPOSES
AN EASEAIENT IN FAVVR OF SAN 0/EGO GAS ANO EZEClR/C
COAIPANY FOR PUBUC t/TIUTIES ANO INC/OENT,IL Pt/RPOSES,
RECORIJEI) SEPll'NBER 27. 2004 AS INSlRt/AIENT Na
2004-0911006 OF OfflC/AL RECOROS:
THE !FRAIS, PROvfS/ONS ANO EASEAIENT(S) CONTAINED IN THE
OOCt/AIENT ENTlllEO h'EC/PROQofL EASEAIENT ANO AIAINTENANCE
AGREEI.IENr RECOROEO OCTOBER 06, 2005 AS INS11?/JAIENT Na
2005-0865774 OF OfflC/AL RECl'.WOS:
AN EASEAIENT IN FAVVR OF CARLSBAD Alt/NIC/PAL IYA!cR
0/SlRICT FOR /YA 1Eli'LINE Pt/RPOSES ANO INC/OENT,IL Pt/RPOSES,
RECl'.WIJEI) .JANt/ARY Ja 2006 AS INSlRt/AIENT Na
2006-0065489 OF OfflC/AL RECl'.WOS:
AN EASEAIENT IN FAVVR OF COt/NTY OF SAN 0/EGO Fl'.W
AvfCATION ANO INC/OENT,IL PURPOSES, RECl'.WOEO A/ARCH 2~
2006 AS INSlRt/AIENT Na 2006-0199920 OF OfflC/AL RECORDS
[NOT l'l.OTTABLE]
*EXIST/NC WATER SERVICE NOTE:
CONlRACTl'.W Alt/ST POTHOI.E THE CROSS l'.W lEE AT THE PROPERTY LINE TO
OE!FRAIINE THE COVER OEPTH fl?OAI THE flNISHEO SLIRFACE ELEVATION TO
THE TOP OF PIP£ IF !HE SEl?vfCE IS NOT IN AClWOANCE fff!H CITY OF
CARLSBAD I-Vi . .Z CH. J.J.8.A.1 -42 INCHES COVER fl?OAI TOP OF PIPE TO
flNISHEO GRAOE ELEVATION, THE SEl?vfCE SHALL BE ABANOONEO PER CAIHfJ
ST,!NOARO SPEC/RCA TIONS 15000-J.11 ANO A NEIY SEl?vfCE SHALL BE
/NST,ILLEO f1?0AI THE AIAIN TO PROPERTY LINE PER ST,!NOARO ORAfffNGS
IY-22 ANO Ft/RNISHEO fffTH NEIY lEE ANO VAL 1£5:
"AS BUILT"
RCE __ _ EXP,----DATE
REVIE\,/ED BY,
GR2021-0013 CUP2020-0011
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 22 DATE
INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: ----P,>'-',.--PROJECT NO. DRAWING NO.
CHKD BY:~~ SDP 2020-0006 530-6A RVWD BY:
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021
ADA DETAILS\ \ \ \ SI-CH \, \\ -!:. ..... Sl-08 OETA/L :-4' ~ SCALE: f" = 5' ., PROPO'sm 9•--ooCA , -(SEE SEPARAlE RRF UNE I PLANS &-PERAl/1} '-' , *NOTE E)(!SllNC CRAOE ON EACI.E OR/I£ IS 6.4% .VAX AOA LENClll IS 12 fEET SURFACE /1,f PROVEl,IENlS (SEE SHEET 01 flJH ~~ I 51-011 ,¢" AC Oi£7i' 4.5" CLASS 2 BASE -OR/I£ I Sl-02I ,¢" AC Oi£7i' ,¢" CLASS 2 BASE -PARA7NC I SI-OJI 7' PCC Oi£7i' 7' CLASS 2 BASE I SI-CHI 6" ct/RB I Sl-06I ,¢" PCC 510£/YALK I 51-071 RIBBON Cl.IT/ER Sl-01 -...--...--...--__ -(422)----OHAIL i'' SCALE· 1" = 5' --------------------------II AS BUIL T11 RCE __ _ EXP, ___ _ REVIE\v'ED BY, INSPECTOR ) l \ ) I I ,) I I ...--. r ---DATE DATE Sl-08I !RENCH DRAIN SI-IOI PElJESlR/AN RA.VP Sl-12I PARl(!NC LICHT ~ CITY OF CARLSBAD ~ t----t--+----------------f---+--+-----1--~l__QU~_=EN~G=I~N=EE=R~I~NG~D~E~P~AR~T~M=E~N~T _ _JL!Q_J Sl-15I 0/SABLElJ PARl(!NC STALL UY.. VPERW5!0N, / -_,,2~..z~-.,.__ __ OA-JE: 7/14/2021 ROBERT 0. OENllNO R.C.£ NQ: 45629 EXPIRAllON: 12-J1-22 t----t--+----------------f---+--+-----1--~ :41.· EXCEL ENC/NEER/NC AOORESS: -140 STAIE PLACE CITY, ST.: ESCONOIOQ CALIFORNIA JEL£PHON£· (760} 745-8118 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: PALOMAR FORUM PARCEL 'A' -AMAZON GR2021-0013 CUP2020-0011 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 09/30122 DATE OWN BY: JV PROJECT NO. DRAWING NO. CHKD BY: ~ <, SDP 2020-0006 530-6A RVWD BY: C ( , DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF73177/23/2021
EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVLOADING ZONE
CA
R
P
O
O
L
PA
R
K
I
N
G
CA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G CARPOOLPARKINGCA
R
P
O
O
L
PA
R
K
I
N
G
SINGLE SHEET BMP SITE PLAN
PERMANENT WATER QUALITY
TREATMENT FACILITY
l<rTP -.1~ Cl.R ','.'i,--R ',~,'\.,,~ r -,\I\
V,'.t·lli.111 W Ill :.;.t,IL -~J MOl:111:..:i.l '.J't: WI C,J i\GL~V ,\ 'l'liJ'/,\L
DETAIL
WATER QUALITY SIGN-PLACED AT
EACH BIOFILTRATION BASIN
NOTE: ALL BIOFILTRATION AREAS WILL
HAVE A SIGN POSTED TO BE
VISIBLE AT ALL TIMES.
DETAIL
•No DUMPING• AT CATCH BASINS
NOTE: ALL CATCH BASINS WITH GRATES SHALL
BE STENCILED WITH CllY REQUIRED ITEM PER
ABOVE DETAIL:
(DAS MANUFACTURING #SDO OR EQUIVALENT)
SINGLE SHEET BMP PLAN
SCALE: I "=JO' ---,~~~ i ' ~ --- -
1,\,~) 0 JO 60
IMIP fXWSmt/CllQV ANO INSPECllQV NO!ES:
lH£ £OW HILL VERIFY ll/A T PERI/ANENT EJAIPS ARE
CONSlRl/ClllJ ANO OPERAllNC IN COl,/Pl/ANII llflll ll/E
APPl/CABlE REOI/IR8IEN1S. PR/a!' RJ OCCUPANCY 1H£ £OW
JIUST PROl11J£·
I. PHOTOCRAPHS OF lH£ INSTALLA 710N OF PERIIANENT BJIPS
PR/a!' RJ CONSTR/JCllON, OUR/NC CONSTR/JCllON, ANO AT
flNAl INST.4llA new.
2. A 11£1 STAJIP£1J lETlll? IERIF>?NC lllAT PERI/ANENT EJAIPS
ARE CONSIR/IClllJ ANO OPERA 1lNG KR lH£ R£(l(JIR0,([J{lS
OF 1H£ APPROl£0 PLANS.
.J. PHOTOCRAPHS ll) VERIFY ll/AT PERI/ANENT WA/ER (l(JAUTY
TREA TVENT S/CNACE HAS 8££N INSTALLE/l
PRIOR ll) REZEASE OF SECl/RITIES, lH£ 0£/UOPER IS
RESPONS/81.E Fa!' ENSURING ll/E PERI/ANENT BJIPS HA VE NOT
8££N REJIOl£0 QI' IIOlJlflEO 8 Y ll/E NEW HOJIEOIINER QI' HOA
llflHOIJT lH£ APPROVAL OF 1H£ CITY ENC/NEER.
90 120
IMIP NO!ES:
1. !HES£ BAIPS ARE MANDATORY RJ BE INSTALLED PER
MAN/JFAClVRER's RECOAIMENOA llONS OR !HES£ PLANS.
2. NO CHANCES TO !HE PROPOSED BAIPS ON !HIS SHEET llflHO/JT
PRIOR APPROVAL FROAI !HE CITY ENC/NEER.
.J. NO SUBSlllVllONS TO !HE MA lER/Al OR TYPES OR PLANllNC
T/'PES llflHO/JT PRIOR APPROVAL FROAI !HE CITY ENC/NEER.
4. NO OCCUPANCY llfLL BE CRANlEO 1/NllL lllE CITY INSPECllON
STAFF HAS INSPEClEO !HIS PROJECT FOR APPROPRIATE BMP
CONSTR//CllON ANO INSTALLA 710N.
5. REFER TO MAINTENANCE ACREEAIENT OOC/JMENT.
6. SEE PROJECT SH!IP FOR AO!)/llONAL INFORMA 710N.
BMPTABLE
BMP# BMPTYPE SYMBOL CASQA# QUANTITY DRAWING#
HYDROMODIFICA TION & TREA TMENTCONTROL
000
0
B/OflL lRA 710N
PARllAl
RETENllON
SOURCE CONTROL
0
0
0
INLET
STENCIL/NC
SllffP/NC
WA/ER
(l(JALITY S/CN
TC-J2 8,059 SF 5J0-6A
TC-If 2,206 SF 5J0-6A
N/,4 50-13 6EA. 5.J0-6A
N/A SE-7 6 EA. 5.J0-6A
?EA. 5J0-6A
SHEET#(S}
6. 7, 8
6. 7, 8
6; 7, 8
6; 7, 8
6. 7, 8
INSPECTION
FREQUENCY
(J{JARlERl Y
(J{JARlERl Y
(J{JARlERl Y
H£EKLY
N/,4
MAINTENANCE
FREQUENCY
SEAII-ANNUALL Y
SEAII-ANNUALL Y
/f'ARLY
11£EKL y
N/,4
/
PARTY RESPf.WS/BlE FOR MA/NlENANCE.·
NAME: BEAU BRAND
CONTACT: (858}-914-2123
AOORESS: #-I SOlllH CEORQS AIOVUE
Sl:l'ANA BEACH. CA 92075
PLAN f'REPAl?El) BK-
ROB£RT ()ENllNO NAME·
COAIPANY.·
AOORESS:
EXCEL ENGINEERING
440 STA!FPL
ESCON0/00. CA 92029
PHONE NO. 706. 745.8188
C£R llRCA 710N: R. C.£ 45629
S/CNAlVRE
QrESS!OAc"
¢, D. D~~ ~ <z:~ a::: No. 45629 o S3
I
11 AS BUILT"
RCE___ EXP. ___ _
REVIE\,/ED BY,
INSPECTOR
DATE
DATE
~ CITY OF CARLSBAD ~
1------+---+----------------+-----+---+-----lf.-----l ~L!Q_J==o=-====E=N=G=IN=E=E=Rl=N=G=DE=P=A=R=T=ME=N=T==:'..:L!_Q_J:::::::=o=:::::
1----+----+----------------+-----11-----+--+-----1 GRADING PLANS FOR:
,f/Y,. SUPERW5!0N, /
-p 2~...,,.,,,c....--~-1£· 7/14/2021
ROBERT 0. OENllNO R.C.£ NQ: 45629 EXPIRAllON: !2-J!-22 1----+----+----------------+-----11-----+----+-----1
lY: EXCEL ENGINEERING
AOORESS: 440 STA lE PLACE
CITY, ST.: Ba:1\10/00, CALIFORNIA
lELEPHONE· (760} 745-8!!8
DA TE INITIAL
ENGINEER OF WORK
DATE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PALOMAR FORUM PARCEL 'A' AMAZON
GR2021-0013 CUP2020-0011
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 22 DA TE
DWN BY:
CHKD BY: ~;=':p:-'.,-
RVWD BY:
PROJECT NO. DRAWING NO.
SDP 2020-0006 530-6A
DocuSign Envelope ID: 85529DC6-3C30-4B47-A38B-C7D596BF7317
7/23/2021