HomeMy WebLinkAboutDWG 428-9G; CT 03-02; CARLSBAD RANCH PA 5; 01-19CRAOINC NOTES
(IN A00/170N. TO THE REQIJIREJ.IENTS OF CHAPTER 15. 15 OF THE CARLSBAD MUNICIPAL COO£)
I. THIS PLAN SUPERSEDES Ail OTHER PLANS PRE/40i/SLY APPRO/,UJ BY THE CITY OF
CARLSBAD RECARO/NC CRAO/NC SHOllfv ON. THIS SET OF Pt.ANS.
2. APPROVAL OF THIS Pt.AN OOES NOT LESSEN OR WAIi£ ANY POR170N. OF THE CARLSBAD
MUNICIPAL CCl?E, RESOI.U170N. OF CON0/170N.AL APPROVAL, CITY STANOAROS OR OTHER A00/170N.AL
OOC/JAIENTS L/S1EO HEREON. AS THEY MA Y PERTAIN TO THIS PRo.ECT. THE ENC/NEE? IN
RESPON.SIBLE CHARGE SHALL RE/45£ THESE Pt.ANS HHEN NON.-CON.FORAIANCT IS 0/SCOIEREO.
.1 CITY APPROVAL OF PLANS OOES NOT REL/El£ THE 0£/,ELOPER OR ENC/NEER-OF-HORK
FROM RESPON.SIB/LITY FOR THE CORREC170N. OF ERRORS ANO OM/5.90N.S O/SCOi£RBJ OUR/NC
CON.STRI/C170N. ALL PLAN RE/4SION.S SHALL BE PROI.IPll Y S//BAIITTElJ TO THE CITY £NC/NEER FOR
APPROVAL.
4. A RICHT-OF-WAY PERMIT FROM THE CITY £NC/NEER HfLL BE REWIRED FOR ANY H<Jfi'K IN
THE PUBLIC RICHT OF WA Y. PRIOR TO PERMIT ISSUANCE, A CER17RCATr OF /NS//RANCT MUST BE
RLEO NAM/NC THE CITY OF CARLSBAD AS AN A00/170N.AL INS//REO ON. THE PERAI/Tll:E'S POI.ICY IN
THE Al/NIA/UM AAIOI.INT OF /f,000,000.00 FOR EACH OCC/JRRENCT OF LIABILITY. TH£ INSURANCE
COAIPANY llf?/17NG TH£ POUCYAI/JSTHAfE A RA11NG if tl-• CW BETTER ANO A SIZE CA!l:GORY «: CLASS V & BEDER AS ESTABLISHED BY "!JESTS' KEY RA UNG G/110£
5. UNLESS £)(£AIP1EO BY S£C170N. JO!.(b)5 OF THE UNIFORM BU/LO/NG COO£, RETAIN/NC WALLS
Ol.lTSIOE OF PUBLIC RIGHT OF WAY REWIRE SEPARATr PERAi/TS FROM !HE B/J/LO/NG DEPARTMENT.
5. NO HORI( SHALL BE COA/AIENCEO UN17L ALL PERMITS HAI£ BEEN OBTAINED FROM !HE CITY
ANO O!HER APPROPRIA Tr AGENCIES.
7. APPROVAL OF THESE Pt.ANS BY !HE CITY £NC/NEE? OOES NOT AU!HOR/ZE ANY HORI( OR
CRAO/NC TO BE PERFORMED UN17L THE PROPERTY 0/INER'S P£Rl.l/5.90N HAS BEEN OBTAINED ANO
A VAL/0 CRAO/NC PERMIT HAS BEEN /SS//£0.
8. NO RE/4SIONS HfLL BE MAO£ TO THESE PLANS Hf!HOI.IT !HE /lf?/Tll:N APPROVAL OF THE
CITY ENC/NEER, NO!l:O Hf/HIN !HE RE/4SION BLOCK, ON THE APPROPR/All: SHEET OF !HE PLANS
ANO !HE 171l£ SHEET.
9. OR/C/NAL ORA/lfNGS SHALL BECOME !HE PROPERTY OF THE CITY UPON 8EJNC SIGNED BY THE
Cl TY £NC/NEER.
10 THE ORIC/NAL ORA HfNG SHALL BE RE/45£0 TO REflECT AS-BUILT CON.0/170NS BY THE
ENC/NEER-OF-H<Jfi'K PRIOR TO RNAL ACCTPTANCT OF THE H<Jfi'K BY !HE CITY.
ff. ACCTSS FOR RR£ ANO O!HER EMERGENCY i£H/a£S SHALL BE AIA/NTAINEO TO !HE PRo.ECT
Sill: AT ALL 17AIES OUR/NG CONS!RUC170N.
12. HHERE !RENCHES ARE Hf/HIN CITY EASEMENTS; A .m'LS REPCWT COMPRISED OF: (A)
SUMMARY SHEET, (B) LABORATORY HORI( SHEETS ANO (C) COMPAC170N. C/JRIES, SHALL BE
S//BAI/Tll:O BY A PROFESSIONAL £NC/NEER OF THE STATr OF CALIFORNIA, PRINCIPALLY OC¥NG
BUSINESS IN HE RELO OF APPLIED SC¥LS MECHANICS. !HE SC¥LS REPCWT HfLL BE S//BAI/TTElJ TO
!HE CITY £NC/NEERING INSPECTOR HfTHIN TIKJ H<Jfi'KING OAY.S' ff !HE COAIPLE170N ff RELO !ESTS.
f.1 A .m'LS COAIPAC170N REPCWT ANO COAIPLIANCT i£R/RCA170N REGARO/NG AOHERENCT TO
RECOAIAIENOA170N.S Ol.lll/NED IN THE SC¥LS REPORT IS REWIRED PRIM TO !HE ISS//ANCT ff A
B/J/LO/NG PERMIT. ALL CON/ROI.LEO GRAO/NG SHALL BE OONE UNDER !HE O/REC170N ff A
PR/JfI5.90NAL ENC/NEER OF !HE STATr OF CALIFORNIA PRINCIPALLY DaNG BUSINESS IN !HE RELO
ff APPLIED SC¥LS MECHANICS. ALL RLL CW fVll/RE RLL AREAS SHALL BE CONSTRI/C1EO IN
ACCOROANCT llfTH THE CITY ff CARLSBAD STANOARO SPECIRCA170NS ANO THE "EARTHHORK
SPEC/RCA170N.S' ATTACHED TO THE PRELIMINARY SC¥LS /Ni£S17GA170N. DAILY RELO COMPAC170N
REPORTS HfLL BE S//BAI/TTElJ TO !HE PROJECT INSPECTOR.
14. A PRECCWSlRUCllQN VEFUNC SHALL BE HEW AT THE SUE PR!& TO THE BEGINNING «:
HQRK ANO SHALL 8£ ATTENOEO BY Ali REPl/£SENTA Tll,£S RESPCWS!Bt,£ rm CCWSlRt/Cl10N.
INSPECUQN. SUffR![Si'ON. TESUNC ANO ALL OTHER ASPEClS «: TH£ /tWI!'. THE CON!RACTOR
SHALL REQIJEST A PRECONSTRI/C170N. AIEE17NG BY CALL/NC THE INSPEC170N LINE AT (750)
"38-.J89.f AT LEAST RI£ (5) /lfJRKING OAY.S' PRIM TO STAR17NG CONS!RUC170N. THE
CON.!RACTOR HfLL THEN BE CON.TAC1EO BY !HE PROJECT INSPECTOR TO COORO/NATr A OATr ANO
17AIE FM THE PRECON.S!RUC170N AIEE17NG. APPRO/,UJ ORAHfNGS MUST BE AVAILABLE PRIM TO
SCHEOUUNG. THE GRAO/NG PERI.IIT HfLL BE PR0/40£0 BY !HE PRo.ECT INSPECTCW AT THE
AIEE17NG.
15. ALL INSPEC170N RECXJES[S OlHER THAN rm TH£ PRECCWS!RUCllON VEFUNC /l{LL BE AIAOE
BY CALLING TH£ ENGINEER/NC 2f HO/JR INSPEC170N REQUEST UN£ AT {760/ fJ8 .J89t
INSPECllON RECXJEST A/UST BE RECB/,£0 PRIOR TO 2· 00 ev. ON TH£ DAY BEHR£ TH£
INSPEC170N IS NFEOEO. /NSPEC170N.S HfLL BE MAO£ THE NEXT HORK OAY UNLESS YW REQIJEST
OTHERHfSE. REQIJESTS MAO£ AF!l:R 2.·00 P.N. HfLL BE SCHEDULED FM TIKJ fVLL HORI( DA Y.S'
LATER.
15. !HE 0/INER ANO/CW APPLICANT THRO//C/f !HE OEIELOPER ANO/CW CON!RACTCW SHALL
OESICN, CONSTRI/C T ANO MAINTAIN ALL SA/TTY 0£14CTS, /NaUO/NG SHORING. ANO SHALL BE
SOI.ElY RESPONSIBLE Fm CONFQ/i'AIING TO ALL LOCAL, STATr ANO FElJERAL SA/TTY ANO HEALTH
STANOAROS, LAWS ANO REGIILA170NS.
17. THE CON!RACTOR SHALL CONFORM TO LABOR COO£ S£C170N. 5705 BY S//B/,llmNC A DETAIL
PLAN TO !HE CITY ENGINEER ANO/OR CON.CERNED AGENCY SHOHfNG !HE DESIGN ff SHORING.
BRACING SLOP/NC OR O!HER PR0/4SION.S TO BE MAO£ ff HORKER PROTl:CllON FROM THE HAZARD
OF CA /4NG GROIJNO OUR/NC THE EXCA ~ 170N ff SUCH !RENCH CW ll/£NCHES OR 0//RING THE
PIP£ INSTALLA 170N !HEREJN. THIS PLAN MUST BE PREPARED FM ALL !RENCHES RI£ ITET (5') OR
MORE IN OEP!H ANO APPRO/,UJ BY THE CITY ENGINEER ANO/CW CONCERNED AGENCY PRIOR TO
EXCA VA 170N. IF TH£ PLAN VAR/£5' fROAI TH£ SHOR/NC S'rSTEAI STANDARDS ESTABLISHED BY TH£
CCWS!RUCllQN SAFETY lll'otlj'.S: llll,£ 8 CALIFORNIA AlJAIINIS!RA llrE CW£ THE PLAN SHALL BE
PREPARED BY A REGISTERED ENGINEER AT TH£ CON!RACTm's £)(f'£NSE A caoy OF !HE OSHA
EXCAVA170N. PERMIT MUST BE S//BAI/Tll:O TO THE INSPECTOR PRIOR TO EXCAVA170N.
18. NO BLAS17NG SHALL BE PERFCWAIEO UN17L A VALID BLAS17NG PERA/IT HAS BEEN OBTAINED
FROM THE CITY ff CARLSBAD. S//BNIT APPLICA170N FCW BLAS17NG PERMIT ltELL IN AOVANCT ff
THE SCHEDULING OF BLAS 17NG ()"£RA 170NS.
19. IF ANY ARCHAECl.061CAL RESO/JRCES AR£ OISCOl,fREO Hf!HIN ANY IIQli'K AREA DURING
CCWSlRt/CllON. Q"ERAlllWS Jl{LL CEASE ll,ll,IEDIA!El Y. ANO THE PERAl!Tll:E HfLL N017FY THE CITY
ENGINEER. OPERA170NS HfLL NOT RESTART UN17L THE PERAI/Tll:E HAS RECE/1£0 llf?ITTFN
AU/HOR/TY FROM !HE CITY £NG/NEE? TO 00 sa
20 ALL ()0£RA170NS CONO/IC1EO ON THE Sill: CW ADJACENT !HERETO, /NaUO/NG WARMING UP,
REPAIR, ARRIVAL, OEPARll/RE OR OPERAllON OF TRI/CKS, EARTHAI0/4NC EQIJIPAIENT,
CON.STRI/C170N. EQIJIPAIENT ANO ANY O!HER ASSOC/A1EO GRAO/NC EQIJIPAIENT SHALL BE L/Al/1EO TO
THE PER/00 BET/tEEN 7.· 00 A.Al. ANO SUNSET EACH OA Y, AIONOA Y !HRO//C/f FRIOA Y ANO NO
EARTHAI0/4NG OR GRAO/NG ()0£RA170N.S SHALL BE CONO/IC1EO ON llffKENOS OR HOI.IOA Y.S' (A
LIST ff CITY HOI.IOAY.S' IS AVAILABLE AT !HE £NG/NEERING DEPARTMENT COi.iNTER)
21. ALL W: SllE HAUL RO/JTES SHALL BE S/JBJ(IIlUJ BY !HE CCW!RACTOR TO !HF C7TY
ENGINEER FOR APPROVAL TIIQ fVLL WIONC DA iS PRIOR TO BEGINNING Cl'" /tWI!'.
22. IMPORT AIA!l:RIAL SHALL BE OBTAINED FROM, ANO WASTr MATERIAL SHALL BE OEPOSl!El)
AT. A Sill: APPRO/,UJ BY THE CITY ENGINEER. TH£ CON!RACTlW SHALL BERESPON.Wtfrm ANY
DEBRIS cw DAA/AGE OClV,WNC AL ewe TH£ HAUL RO/JTES OR ADJACENT SlREETS AS A RESL/L T
if THE GRAOINC ,;nli'A llON.
2.1 BRUSH SHALL BE IIEJ./0/,UJ ON.LY Hf/HIN THE AREA TO BE GRADED. NO TREES ARE TO BE
REA/0/,UJ UNLESS SPECIRCALLY N01EO ON. !HE PLAN.
24. ALL AREAS SHALL BE GRADED TO ORAIN. GRADING RESUL 17NG IN !HE PON.0/NG OF WA Tl:R IS
NOT PERAI/Tll:O. ALL EAR/HEN SWALES ANO DITCHES SHALL HAI£ A MINIMUM ON.E PERCENT SLOPE.
25. THESE PLANS ARE SUBECT TO A SlGNED ANO APPRO/,UJ SET OF EROSIQV CON.!ROI. PLANS.
EROSION CON/ROI. SHALL BE AS SHOIIN ANO AS APPR0/£0 BY !HE CITY £NG/NEE? OR AS
OIREC!l:O BY !HE Pf/OJECT INSPECTOR.
25. ALL SLOPES SHALL BE !RIMMED TO A RN/SH GRADE TO PROOUCE A UNIFCWAI S//RFACT ANO
CROSS SEC170N. THE Sill: SHALL BE LEFT IN A NEAT ANO ORDERLY CONO/llON. ALL STON.£5,
ROOTS CW OTHER DEBRIS SHALL BE REA/0/,UJ ANO 0/SPOSED OF AT A Sill: APPRO/,UJ OF BY !HE
CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGA!l:0, STABILIZED, Pt.AN1EO ANO/OR H>VROSEEOEO Hf/HIN TEN
(10) OA Y.S' OF THE 17AIE HHEN EACH SLOPE IS BROI.ICHT TO GRAOE AS SHOIIN ON !HE APPR0/£0
GRAO/NG Pt.ANS.
CRAO/NC NOIES (CONT.)
28. LANOSCAPINC SHALL BE ACCOMPLISHED ON. ALL SLOPES ANO PAOS AS REQIJ/RED BY THE CITY OF
CARLSBAD LANDSCAPE MANUAL, !HE LANDSCAPING PLANS FOR THIS PROJECT, ORAHfNC NO 128 9T
ANO/CW AS 0/REC!El) BY !HE CITY £NG/NEE? OR Pt.ANNING 0/RECTOR.
29. !HE OIINER/APPt.lCANT SHALL ENSURE !HAT ALL CON!RACTORS SHALL COORO/NATr !HE HORK OF
!HES£ CR AO/NG PLANS Hf TH !HAT SHOIIN ON. BO 1H !HE LANO SCAPE ANO /RR/GA nav PLANS ANO THE
/AIPROIEAIENT PLANS AS RE(,l{JIREO FM !HIS HORI( IN ACCOROANCT HfTH THE LANDSCAPE MANUAL 17AIE
REWIREJ.IEN TS.
JO STQ/i'AI DRAIN PIPE SHALL BE REINFCWCEO CON.CRETr PIPE llfTH A AI/N/AIUAI 0-LOAO OF I.J50.
rm PRIVATr STORM DRAIN PIPES, UP TO 15• pi,c MAY BE U17LIZED PR0/40ED OEP!H IS LESS THAN 15
ITET ANO BACKRLLED HfTH J/1' ROCK PER SORSO S-1 T'tPE t'' ANO PIPE MEETS ASTM STANDARD
JOJ/ FOR SOR J5 SOl./0 WALL PIPE.
JI. HHERE AN EX!SllNG PIP£ LINE IS TO BE ABANDON.ED AS A RES/IL T ff THE GRADING OPERA new,
IT SHALL BE IIEJ./01£0 HfTHIN TltENTY ITET ff BIi/LO/NC OR S!REET AREAS ANO REPLACED HfTH
PROPERLY COMPAC1EO SC¥LS. IN O!HER AREAS !HE PIP£ HfLL BE PLUGGED Hf!H CON.CRETr OR
REA/0/,UJ AS APPR0/£0 BY !HE CITY ENGINEER.
J2. !HE CON!RACTCW SHALL /IERIFY THE LOCA170N ff ALL EXIS17NC FACIL/17ES (ABO/£ GROUND ANO
UNOER GROI.INO) HfTH/N !HE PROJECT Sill: S//fflCIENTl. Y AHEAO OF GRAO/NG TO PERA/IT THE RE/4SION
ff THE GRADING PLANS IF IT IS FOUND THAT !HE AClllAL LOCA 170NS ARE IN CONFUCT Hf!H !HE
PROPOSED H<Jfi'K.
J.1 !HE CON!RACTCW SHALL NOllFY AFITC!l:O U17UTY COMPANIES (SE£ BElOW) AT LEAST TIKJ (2)
fVLL IIORKING OAY.S' PR/CW TO STAR17NG GRAO/NG NEAR THEIR FACIU17£S ANO SHALL COORO/NATr THE
HfJfi'K Hf TH A COMPANY REPRESENTA 17>£
UNOERGROUNO SER/4CT ALERT (800) 122-l!JJ
SIJG,l£ (800) 550-7J4J
AT<kT (800) 89.2-0!2J
llAIE WARNER CABLE (750) I.J8-77/f
COX COMAIUNICA170NS (750) 805-9.809.
CITY OF CARLSBAD (STREETS <k STORM DRAIN) (750) -IJ/-29.80
"CITY ff CARLSBAD (SE/tER, WATER <k REaAIAIED WA!l:R) (750) "38-2722
*SAN 0/EG//ITO WA!l:R 0/S!RICT (750) 5JJ-2550
'LEIJCAO/A WASTr WA!l:R 0/S!RICT (750) 75.J-0155
*VALLECITOS WATER 0/S!R!CT (750) 7-1-1-0150
'Ol./lENHAIN WA!l:R 0/S!RICT (750) 75.J-5155
"BUENA SANITA170N 0/S!R!CT (750) 725-!J.O
*AS APPROPR/A Tr
JI. PERAi/ T COMPt.lANCT REQIJIREAIEN TS.·
A. FOR CCW!ROl,LEO CRAOINC -!HE APPt.lCANT HIRES A C/14L ENGINEER, SC¥LS ENGINEER,
ANO/CW GEOI.OCIST TO GI/£ Tl:CHNICAL A0/4CE, OBSERIE ANO CON/ROI. THE H<Jfi'K IN
PRC/CRESS /!5.!5.1208/ CARLSBAD MUNICIPAL COO£.
B. PR/OIi TO RNAL APPROVAL Cl'" A 6RADINC PERI.III -!HE Fa:LOHfNC REPORTS MUST BE
S//BAl!Tll:O TO THE CITY ENGINEER 14A THE PROJECT INSPECTOR /!5.!5.!209. <k !0/
CARLSBAD MUNICIPAL COO£.·
(!) RNAL REPORT BY S//PER/4SING GRAO/NC ENGINEER STA17NG ALL GRAO/NG IS
COA/PLE!E ALL EROSION. CON/ROI., SLOPE Pt.AN17NG ANO IRRIGA170N. ARE INSTALLED IN
CONFQ/i'AIANCT Hf!H CITY CODE ANO !HE APPRO/,UJ Pt.ANS (OBTAIN SM/Pt.£ OF
COMPt./ANCT LETTER FROM CITY ENC/NEIRING DEPARTMENT).
(2) AS-Bl/IL T GRAO/NG PLAN.
(J) REPORT FROM !HE SC¥LS ENGINEER, HH/CH /NaUOES RECOAIAIENOEO SC¥L BEARING
CAPAC/17ES, A STA Tl:AIENT AS TO THE E.ir'PANS/1£ WAL/TY OF THE Stl'L, ANO
SIJAIAIARIES OF RELO ANO LABORATORY !ESTS. !HE REPORT SHALL ALSO /NaUOE A
STA TEMENT BY !HE SC¥LS £NG/NEE? THAT !HE GRAO/NG WAS OON.E IN A<Xl:WOANCT
HfTH THE REWIREAIENTS ANO RECOAIAl£NOA170N.S 0//ll/NED IN !HE PREl./1.1/NARY SC¥LS
REPCWT ANO ANY SUPPL&IIENTS THERETO
(I) REPORT HfTH AS-BU/L T GEOI.OCIC PLAN, IF REQIJIRED BY !HE CITY.
J5. UNLESS A GRAO/NG PERMIT FOR !HIS PROJECT IS /SS//EO Hf!HIN ON.£(!) if°AR AFTER THE CITY
ENGINEER'S APPROVAL, THESE Pt.ANS MA Y BE REWIRED TO BE RES//BAIITTElJ FOR Pt.ANCHECK.
Pt.ANCHECK fEES llfLL BE REQIJIRED FM ANY SUCH RECHECK.
J5. THE SC¥LS REPORT llllED {GEQTECHNICAL INl,£SllGAllON. PROPOSElJ 53 AC/'i'E RESORT
l!Effl,/JDAIENT PHASE t CARLSBAO RANCH, PL.ANNING AR£,/ N<2 s;. CARLSBAD. CA PREPARED BY
(lDCHTCW ANO ASSIX'IA TES INC OA rro APRIL tl 2005 INaUO/NG ALL UPOA TES, <k THE SC¥LS
REPORT 1711.£0 {GEOTECHNICAL INl,£SllGAllQN. PRQf'QSElJ SAL£S: ACll!fTYANQ RTNESS BIIHDINGS.
CAR!,SBAO RANCH, PLANNING AREA Na .5; VARBRISA PHASE ll CAR!,SBAO. C4) PREPARED BY (NIJil...
(!ik). OA Tl:O.· NO/IEAIBER f. 20!!, SHALL BE CONSIOEREO AS A PART OF !HIS GRAO/NG Pt.AN. ALL
GRADING SHALL BE OON.E IN ACCOROANCT Hf!H THE RECOAIAIENOA170NS ANO SPEC/RCA170N.S CONTAINED
IN SA/0 SC¥LS REPORT.
J7. HHillCHA/R RAMPS SHALL BE INSTALLED PER REQIJIREAIENTS OF 1111.E 21, CAL/FCWNIA
AOM/NIS!RA 171£ COO£.
.J8. ALL SURIEY AION.UAIENTS ANO PC¥NTS !HAT ARE 0/Sll/RBED BY THIS HORI( SHALL BE
REESTABLISHED, PERP£ll/All:O, ANO OOCUAl£N1EO PER !HE PROFESSIONAL LANO S//RIEYORS ACT.
Sl1AW q:: 1lPQtiliAPHY
TOPOGRAPHY SHOIIN ,::W THESE PLANS WAS CENERATEO BY PHOTOGRAl,/ElR/C
ME/HOOS FROM INFORl,/AlllW GA!HERED ,::W 2-17-20!! BY ANALY17CAL PHOTOGRAMAIE!R/C
SUR/£15; INC. TOPOGRAPHY SHOIIN HEREQV CONFORl,/S TO NA17QVAL /,/AP ACCURACY
STANDARDS. CRAOES SHOIIN IN AREAS CO/£REO BY ORAHfNC NO, -128-9A ARE SHO/lrl AS
£XIS llNG ON !HIS PLAN.
Pl/'GCC! LQCAlKl{
!HIS PRO.JECT IS LOCATED Hf/HIN ASSESSORS PARCEL NUAIBER(S)
2!!-!Jf-05. 2!!-!Jf-06. 2!!-!Jf-07. <k 2!!-!Jf-09
!HE CALIFORNIA COQ'i'O/NA TE INDEX OF !HIS PRO.JEC T IS.·
N 19.9.-1 E _ _,,5.,.'2J."-'I'------
IJEQ'.,fRAP er M'JffibB'.f '2fA6R:
I HEREBY DEaARE !HAT I Al,/ !HE ENGINEER OF IKA'i'K FOR !HIS PRO.JECT, !HAT I HA/£ EXERCISED
RESPOVSIBLE CHARGE 0/ER !HE DESIGN OF !HIS PROJECT AS OfflNEO IN SEC170N 570.J OF THE
BUSINESS ANO PROFESSIONS COO£, ANO !HAT !HE DESIGN IS CQVSISTENT Hf!H CURRENT STANOAROS.
I UNOERSTANO !HAT !HE CHECK OF PRO.JECT ORAHfNCS ANO SPEC/RCA17QVS BY !HE CITY OF
CARLSBAD OOES NOT REI.IE/£ ME, AS ENGINEER OF IKA'i'K, OF 1,/Y RESPONSIB/Ll17ES FOR PRO.JECT
DESIGN.
RRN.· D'W Dr'G'NE&NC
AOORESS.-HQ £TA7F PLACE
CITY, STA TE· ESClWOID/0. C4 92029
mEPHON£· {750) 715-8!!8
B~ -~<i?~ OATE· 1-9-2012
R.C.£ NO,: ./5629
REG/S!RA17,::W E.>:PIRA170N OATE· !2-J!-12
S31'.S ORM'lll'i CflilEICATE
EROSION CONIROL NOTES
I. IN CASE EAIERCENCY IKA'i'K IS REWIRED, CONTACT BRUCE ZEl.ENKA. AT
(750) 550-8007 (PHONE NUMBER)
2. EOUIPMENT ANO /fORKERS FOR EMERGENCY /fORK SHALL 8£ MAO£ AVAILABLE AT ALL
llAIES 0/JR/NC !HE RAINY SEAS<'.H'I. ALL NECESSARY MATERIALS SHALL 8£
STOCKPILED ,::W SITE AT CON/EN/ENT LOCAlllWS TO FACILITATE RAPID CONS1R/JC170N
OF TEAIPORARY DE/4CES HIIEN RAIN IS EMINENT.
.1 OEl1CES SHO/lrl ,::W PLANS SHALL NOT 8£ MOW OR MOO/RED Hf!HO/JT !HE APPROVAL
OF !HE ENC/NEERING INSPECTOR.
1. !HE CQV!RACTOR SHALL RESTORE ALL EROS!QV CON!ROI. OEl1CES TO IKA'i'KINC OROER
TO !HE SA17SFAC17QV OF !HE CITY ENC/NEER AFTER EACH RUN-OFF PROOUC/NC
RAINFALL.
5. !HE CON!RACTOR SHALL INSTALL AOO/lllWAL EROSION CON!ROI. MEASURES AS MAY BE
RE(){JIREO BY !HE CITY ENGINEER OU£ TO UNCOMPLETED GRADING OPERAllONS OR
UNFORESEEN CIRCUMSTANCES HII/CH MAY ARISE.
5. !HE CON!RACTOR SHALL 8£ RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUllQVS TO
PRE/ENT PUBLIC !RESPASS ONTO AREAS HIIERE /1,/PO//NDEO WATERS CREATE A
HAZAROO/JS CONO/ 11<'.H'I.
7. ALL EROSION CQV!ROI. MEASURES PROl1DEO PER !HE APPR0/£0 GRAD/NC PLAN SHALL
BE INCORPORA !ED HERE<'.H'I.
8. GRADED AREAS ARO/JNO !HE PRO.JECT PERIMETER MUST DRAIN AWAY FR{}l,I !HE FACE OF
SLOPE AT !HE CONCLUSIQV OF EACH 11!:l'i'KING OA Y.
9. ALL REMOVABLE PROTEC17/£ OEl1CES SHOIIN SHALL BE IN PLACE AT !HE ENO OF EACH
IKA'i'KING OAY HIIEN !HE RI£ (5) OA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCTNT (ID%) SILT ANO O!HER DEBRIS SHALL BE REAI0/£0 AFTER EACH RAINFALL
ta ALL GRA i£L BACS SHALL BE BURLAP rrPE HfTH J/1 INCH /,/IN/AIU/,/ ACGREGRA TE
!!. SHO/JLO GERM/NA 17,::W OF HYDROSEIOEO Sl.OPES FAIL TO PROl10E EFITCll/£ CO/ER.ACE
OF GRAOEO Sl.OPES (90% COIERAGE) PRIOR TO NOIEAIBER 15, !HE Sl.OPES SHALL BE
STABILIZED BY PUNCH S!RAW INSTALL.ED IN ACCOROANCT Hf!H S£C17QV J5.02J OF
!HE EROS/CW ANO SEO/A/ENT CON/ROI. HANDBOOK OF !HE OEPARTAIENT OF CONS£RVA17CW,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONIROL
PLANllNG ANO /RR/CA llON
ALL PERl,/ANENT ANO TEAIPORARY ER.051,::W CQV!ROI. Pt.ANllNC ANO IRRICAllQV SHALL 8£
INSTALLED ANO 1,/A/NTAINEO AS RE(){J/REO IN SEC170N 212 OF !HE STANOARO
SPEC/RCA 17,::WS ANO THE FOI.LOHfNC:
A. H)1}ROS££0/NC SHALL BE APPLIED TO:
!. Ail SI.OPES THAT ARE GRADED 5.· ! (HORIZONTAL TO /£R17CAL) OR STEEPER
HIIEN !HEY ARE.-
a. !HREE FEET OR /,/ORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR S!REET.
b. ALL SI.OPES I FEET OR MORE IN HEIGHT.
2. AREAS GRADED fZATlER !HAN 5.·f HHEN ANY OF !HE FOI.LOHfNG CON0/170NS
EXIST:
a. NOT SCHEOULEO FOR /l,/PR0/£1,/EN1S(CONS1RUC17QV CW GENERAL
LANOSCAPINC) Hf!HIN 60 OAYS OF RO/JGH GRAO/NC.
b. /OEN17REO BY !HE PARKS ANO RECREA17QV DIRECTOR AS HIGHLY
11Sl8LE TO !HE PUBLIC.
c. HA/£ ANY SPECIAL CON0/17,::W /OENllREO BY !HE CITY ENGINEER
!HAT H'ARRAN lS /1,/1,/EO/A TE !REA TA/ENT.
B. HYDROSEIOEO AREAS SHALL BE IRRIGATED IN ACCOROANCT Hf!H !HE FOLLOHfNC
CRITERIA:
I. ALL SI.OPES !HAT ARE GRADED 5.·! CW STEEPER ANO !HAT AR£·
a. !HREE TO EIGHT FEET IN HEIGHT SHALL BE IRRICATEO BY HANO WATER/NC
R?OAI (){J/CK CO/JPt.ERS/HOSE BIBS OR A CON/£N170NAL SYSTEAI
OF LOH' PREC/P/TAllON SPRINKLER HEAOS PROl10INC !00% COIERAGl:
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CQV/£N17QVAL
SYSTEM OF LOW PREC/PI TA 17,::W SPRINKLER HEAOS PROl10/NG 100% CO/ER AGE
2. AREAS SLOPED LESS !HAN 5.·! SHALL BE IRRICA!ED AS APPR0/£0 BY !HE CITY
ENC/NEER, PRIOR TO HYDROSEEO/NG. !HE DEi£LOPER SHALL SIJBl,//T A PROPOSED
SCHEME TO PR0/4DE IRRIGA170N TO !HE CITY ENC/NEER. !HE PROPOSAL SHALL BE
SPEC/RC RECARO/NC !HE NUMBERS, TYPES ANO COS!S OF !HE £1.EAIEN!S OF !HE
PROPOSED SY.S'TEAI.
.1 /RRICAllQV SHALL 1,/A/NTAIN !HE Altl'Sll/RE LEi£L OF !HE Stl'L AT !HE OP171,/UAI LEi£L
FOR !HE GROW!H OF !HE HYDROSEElJE1J GROWTH.
C. HYDROSEEO/NC /,/IX SHALL CONSIST OF ALL OF !HE FOI.LOHfNC.·
I. SEED /,/IX SHALL CONSIST OF NO LESS !HAN.'
a. 20 lbs. PER ACRE OF ROSE CLO/ER
b. 20 lbs. PER ACRE OF ZORRO ITSCUE
c. J lbs. PER ACRE OF E SCHOOi. CIA CALIFORN/CA
d. I lbs. PER ACRE OF ACHILLEA 1,//LLEFOI.IA
e. J lbs. PER ACRE OF AL YSSUAI (CARPET OF SNOW)
f. !/2 lb. PER ACRE OF 0/AIORPHOI.ECA
g /Tl:1,/S c,d,e, ANO f OF !HIS Sl/BSECllON MAY BE OAIITTEO ,::W LOCA170NS HIIERE
!HE AREA 8EJNC H/1JROSEEOEO IS NOT 115/BLE R?OAI £/!HER A PUBLIC S!REET
OR RESIOEN17AL SlR/JCTVRES.
h. /Tl:AI a OF !HIS SUBS£C17QV MUST BE INOC/JLA TEO Hf!H A Nl!ROCEN RX/NC BAC-
TERIA ANO APPLIED ORY £/!HER BY DRILLING OR BROAOCAS17NG BEFORE
H YDROSEEO/NC.
l ALL SE£O MATERIALS SHALL BE !RANSPOR!ED TO !HE .JOBS/TE IN UNOPENED CQVT-
TAINERS llf!H !HE CALIFORNIA DEPARTMENT OF FOOO ANO AGR/C/JL ll/RE CERllRCA-
17,::w TAC ATTACHED TO, OR PRINTED ,::W SA/0 CONTAINERS. i NON-PHYTO-TOXIC IIETllNC AGENTS MAY BE AODED TO THE HYDROSEED Sl.URRY
AT !HE 0/SCRElllW OF !HE CQV!RACTOR.
2. TYPE! MULCH APPLIED AT !HE RATE OF NO LESS !HAN 2000 lbs PER ACRE rrPE
6 /,/ULCH (S!RAW) MAY BE SUBS171V1ED, ALL CW PART, FOR H>VRAULICALL Y APPLIED
RBER MATERIAL. HHEN S!RAW IS USED, IT MUST BE ANCHORED TO !HE Sl.OPE BY
MECHANICALL Y PUNCH/NC NO LESS !HAN 50% OF !HE S!RAW INTO !HE Sa'L
.1 fERllLIZER CQVSISllNC OF AAIAIOV/UAI PHOSPHAIF SULFA!£ 15-20-0,
Hf!H 15% SULPHUR APPLIED AT !HE RATE OF 500 lbs. PER ACRE
0. AREAS TO BE HYDROSEEOEO SHALL 8£ PREPARED PRIOR TO HYDROSEEOINC BY.·
!. ROUGHEN/NC !HE Sl/RFACT TO BE PLANTED BY ANY OR A COAIBINAlllW OF:
a. !RACK WALKING Sl.OPES STEEPER THAN 5.·!
b. HARROHfNG AREAS 5.·f OR fZATlER !HAT ARE SIJfflC/ENTl.Y FRIABLE
c. RIPPING AREAS !HAT Hfil NOT BREAK UP US/NC ITEMS a OR b ABO/,£
2. CON0/170N/NC !HE SOILS SO !HAT IT IS SUITABLE FOR Pt.AN17NC B~
a. A/).,(JS17NG !HE Sl/RFACT SC¥L Altl'STVRE TO PROl10£ A OAl,/P
BUT NOT SA ll/RA !ED SEED BElJ.
b. !HE A00/17,::W OF SC¥L AAIENOMENTS; PH AO~STAIENT, LEACH/NC OR CO/ER/NG
SALINE SOILS TO PROl1DEO WABLE CQV0/17,::WS FOR GROWTH.
£ HYDROSEEOEO AREAS SHALL BE 1,/A/NTAINED TO PROl1DE A 11CORO/JS CROW!H UN17L !HE
PRO.JECT IS PERAIANENll. Y LANDSCAPED 0/?, FOR AREAS HHERE H/1JROSEEO/NC IS !HE
PERMANENT LANDSCAPING. UN17L !HE PRO.JECT IS COAIPLETEO ANO ALL BQVOS RELEASED.
REFERENCE ORA HfNCS
CITY OF CARLSBAD ORAHfNG NO, .JJJ -2H
CITY OF CARLSBAD ORAHfNC NO, .JJJ -2V
CITY OF CARLSBAD ORAHfNG NO, JJJ -2Y
I, EOUAROO C. 0/ZCW, A REC/STEREO C/11L ENGINEER OF !HE STA IF OF CALIFORNIA, PR/NC/PALLY OC¥NG
BUSINESS IN !HE RELO OF APPLIED SOILS MECHANICS, HEREBY C£Rl1FY !HAT A SAMPL/NC ANO STVOY
OF !HE 51:l'L CQV0/170NS PREVALENT Hf/HIN !HIS SlTE WAS 1,/AOE BY 1,1£ CW UNOER MY 0/RECllQV ,::W
!HE OATE OF OCTOBER 5, 20!!. TIKJ COPIES OF !HE Stl'LS REPORT COMP/LEO fi?{}l,I !HIS Sll/OY, Hf!H
MY RECOMMENOA 17,::WS, HAS BEE1 SIJBl,//TTEO TO !HE OFflCT OF !HE CITY ENC/NEER.
¾C:.r:a: siif ~ -
No. 5721
Exp. 12/
ORAllfNG NO, .JJJ -2Z
CITY OF CARLSBAD ORAHfNG NO, 128 -9
CITY OF CARLSBAD ORAHfNC NO, -128 -9A
CITY OF CARLSBAD ORAHfNC NO, .JJJ -2C
CITY OF CARLSBAD ORAHfNC NO, .JJJ -2CO
OATE· --I
LICENSE EXPIRA17,::W OATE· 12-Jf-!J
VICINITY
CITY or OCEANSIDE
HIGHWAY 78
MAP
NOT TO SCALE
: CITY or VISTA
OAD Ir"
SIT£
PACIFIC
OCEAN
BENCH MA8K
CITY or ENCINITAS
DESCRIPTION: CARLSBAD CONTROL MONUMENT # 3028.
BRASS DISK IN WELL MONUMENT STAMPED LS 4324
LOCATION: APPROX 750' WESTER/ Y &: 800' NORTHER/ Y ALONG
A DIRT TRAIL FROM THf WESTERLY fND OF llif CANNON
ROAD BRIDGE.
RECORDED: CITY OF CARLSBAD ORTHOPHOTO MAPPING DRAMNG No. 296-5
ELEVATION: 118.768 DA TUM: 1929 MEAN SEA LEVEL DA TUM
LEGAL DESCRIPTION
LOIS 5, 7, 8 ,k fl OF CARLSBAD !RACT OJ-02, IN !HE CITY OF
CARLSBAD, COUNTY OF SAN OIECO, STA TE OF CALIFORNIA,
ACCORO/NC TO MAP !HEREOF NO, !5JJ2, RLEO IN !HE OFflCE
OF !HE CO/JNTY RECORDER OF SAN 0/EGO COUNTY ON MAY J,
2006.
PRQ,ECT SITE ACREAGE'
LOT 5
LOT 7
LOT8
LOT fl
TOTAL
5.15 AC
2.8-1 AC
1.85 AC
.177 AC
1192 AC
QIIIER:S: CflilElCA IF
I (/IE) HEREBY C£R 17FY !HAT A REC/STEREO Stl'LS ENGINEER OR
GEOI.OCIST HAS BEEN OR HfLL BE RETAINED TO S1JPER/4SE
0/ER-Ail GRAO/NC AC1111TY ANO A011S£ ,::W !HE COMPAC17QV
ANO STABILITY OF !HIS SITE
-1-/J.
OATE
TYPE
EAB1HlltlfK aJANT[lES
CUT: Jf,0-19 CY.
RLL: J0,840 CY.
E.>:POR T: 209 C. Y.
//,/PORT: 0 C. Y.
REMEOIAL:O CY. (REMEO/AL EARIH/fORK FOR !HIS PHASE H'AS
DONE IN PHASE ! 0/ERALL SITE CRAOINC.· 0 /Kl NO. 428-9A)
NOTE· THE EAR!HIKA'i'K SHO/lrl HERE,::W IS BASEO ,::W !HE
FOI.L 0/#fNC DESIGN CR/ Tl:RIA.
BU/LO/NC FO/JNOA170N S£C17GVS = g•
PA/EA/ENT S£C170N PARK/NC LOT= 4• 0/ER 4• AUTO PARK/NC ,k
AUTO ORI/EWA 15; LIGHT OUTY !RUCK PA /£A/ENT S£C17QV -1• 0/ER g•
SIDEWALK S£C170NS = -1• PCC 0/ER NA 171,£
IT IS !HE RESPQVSIBILITY OF !HE CON!RACTOR TO REl4EW <k CONRRAI
ALL OUAN1117ES SHOHN HERE<'.H'I. !HES£ OUAN1717ES ARE NOT INTENDED
TO BE UllLIZEO FOR BIOO/NC PURPOSES. THE ENGINEER OF IKA'i'K
ASSUMES NO LIABILITY OU£ TO VAR/A17QVS IN !HE GRAOINC (){JAN1711ES
NO TEO HERE<'.H'I.
QIW£8
GRAND PACIFIC CARLSBAD, LP.
C/0 GRAND PACIFIC DEVELOPMENT. INC.
5900 PASTEUR COURT, SUITE 200
CARLSBAD, CA. 92008
(760) 431-8500
CONTACT: 11M STRIPE
Affl../CANT;
GRAND PACIFIC RESORTS, INC.
5900 PASTEUR COURT, SUITE 200
CARLSBAD, CA 92008
(760) 4.3!-B500
CONTACT.· 11M STRIPE
ENGINEER OF WORK
EXCEL Ella.EERIIG
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
• A/4u.,.;t{--
ROBERT D. ll£NTINO
RCE: 45629 EXP: 12/31 /12
REQUIRED TREATIIENT CONTROL BIIP TABLE
DESCRIPTION OWNERSHIP KAilITENANCE
AGREEMENT
1/9/2012
DATE
SHEET NO.
BIO-RETEN170N TC-J2 B/0-RETENlllW PRIVATE 7, 9 <k !9
SUSIIP PROIECT PRIORITY -~Hl=GH~----
MNIDNJ. DEPARTMENT APPROVAL
~ &4 DATE: 2// /le
(SIGNED)
DON NEU, CITY PLANNER ~~~
RECOIIIIENDED BY, C::.HfZ/OTef2... we.2rHNI
(PRINT NAIR)
"AS BUILT"
RCE __ _ EXP.----
REVIE'M::D BY:
INSPECTOR
KAilITENANCE
FREQUENCY
1,/,::W !HL Y HEAL 1H
EVALUA 170N OF
!HE SHRUBS ANO
SUBSEC)(JENT
REMOVAL OF ANY
DEAO OR DISEASED
/£GETA17QV
/
DATE
DATE
t-----+---+-------------+----t-----t-----t-------1 I SH1EET I CITY OF CARLS BAD ~9
LAND DEVELOPM ENT ENGINEERING ~ :=='..-'=========:::::'....::=~ GRADING PLANS FOR:
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -PHASE II)
TITLE SHEET
APPROVED~ t. 21&, u. GLEN
ENGINEERING MANAGER PE 41204 EXPIRES 3 31
OWN BY: PROJECT NO.
CHKD BY:
RVWD BY: CT 03-02
K. VAN PESKI
'2. li:,/12,
13 '□ATE
DRAWING NO.
428-9G
C .... ~
0 G)
.... ,II,.
.... N
CD Cf'
CD
G)
KEY MAP
SCALE t • = 200'
400
\
I
I
S1EET 10 I -----
600 800
SHEE T INDEX
SHEET f : 1111.£ SHEET
SHEET 2: SHEET INOEX ANO NOTES
SHEET J : OETAILS
SHEET -I : PRECISE Cl?AO/NC -SIOEWALK AT SALES BU/LO/NC
SHEET 5 : PRECISE CRAO/NC -RAAIPS 0£/A/LS
SHEET 5 : PRECISE CRAO/NC
SHEET 7: PRECISE CRAO/NC
SHEET 8 : PRECISE CRAOINC
SHEET 9 : PRECISE CRAO/NC
SHEET !O: PRECISE CRAO/NC
SHEET ff.· STORA/ ORAIN /NOEX A/AP
SHEET 12: STORA/ ORAIN LIN£ A
SHEET !J: STORA/ ORAIN LINES A &c C
SHEET U: STORA/ ORAIN LIN£ B
SHEET !5: POOi. AREA ORA/NS
SHEET 15: POOi. AREA ORA/NS
SHEET f 7: 0/AIENSION CON 11?0l
SHEET !8: 0/AIENSION CON11?0l
SHEET !9: STORA/ WA TER AIANACEAIENT OETA/LS
\
i
1
\
i
~
ENGINEER OF WORK
EXCEL
LAND PLANNING • £NG/NEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-B11B FAX (760)745-1B90
HfJRK TO BE PONE
TH£ CRAO/NC ll()RK SHALL CONSIST OF TH£ CONS!R/JC110N OF ALL CUTS ANO flllS, REA/£0/Al CRAO/NC, ORA/NACE FAC/L/11£S,
EROSION CONTROi. FAC/L/11ES, ANO PLAN11NC OF PERMANENT LANOSCAPINC ANO PREPARA 110N OF AS-BUil T CRAO/NC PLANS,
AS-BUILT CEOLOC/C AIAPS ANO REPORTS, All AS SHO/tN OR REOUIREO ON TH£ SET OF PLANS ANO TH£ CITY STANOAROS,
SP£C/f7CA110NS, REOUIREAIENTS, R£SOLU110NS ANO OROINANCES C/1EO ON THESE PLANS
TH£ CRAO/NC ll()RK SHALL BE PERFORA/£0 IN ACCOROANCF llfTH TH£ FOllO/lfNC OOC/JAIENTS, CURRENT AT TH£ 11AI£ OF
CONS11?UC110N, AS 0/RECTEO BY TH£ CITY £NC/NEER.
f. CARL.SBAO AIUNIC/PAL COO£
2. CITY OF CARLSBAO STANOAROS
J. THIS SET OF PLANS
I. R£SOI.U110N NO 5585, 5586, 5587, 5588, 5589, 5590 &c 569! OA1EO SEPTEAIBER !, 200/.
5. TH£ STANOARO SP£C/f7CA110NS FOR PUBLIC ll()RKS CONS11?UC110N. (CREEN BOOK)
6. SOILS REPORT ANO R£COAIA/£NOA110NS BY LEIGHTON ANO ASSOCIATES OA!ED APRIL ff, 2005
ALL UPOA1ES TH£ AS-CRAOED C£01ECHNICAL REPORT OA!ED AUC//ST 2, 2006,
ANO TH£ CRAOINC PLAN REWEW ANO SUPPi.EA/EN/Al CEOlcCHN/CAl R£COAIAIENOA110N LETTER
CARL.SBAO RANCH PLANNING AREA N0.5, WllAS 50 THROIICH 52, CARLSBAD, CALIFORNIA,
OA!ED SEP1EAIB£R ff, 2007. SOILS REPCWT ANO R£COAIAIENOA110NS BY A/TC£, INC., OA!ED
NO/IEAIBER -1, 20!! FCW AIARBRISA PHASE II.
7. TH£ SAN 0/ECO REC/ONAL STANOARO ORAllfNCS ANO AS AIAY B£ A/00/flEO BY TH£ CITY OF
CARLSBAO S!ANOAROS
8. CALIFCWN/A COAS!Al COAIAI/SSION 0£V£LOPAl£NT PERA/IT 03-0-1 5588 SEPT!, 200-1
9. Al/11CA!ED N£CA111£ 0£CI.ARA110N ANO Al/11CA110N AIONITCW/NC ANO REPOR11NC PROCRAAI
R£SOt.U110N NO 5585 OA1EO SEPT. !, 200/.
!O STCWAI WATER POllU110N PR£1£N110N PLAN (SIIPPP) PREPARED BY EXCEl £NC/NEER/NC,
OA!ED: OCTOBER !7, 20!! llfJ/0 NO : 937CJ52798
f f. STORA/ WATER AIANACEAIENT PLAN (SWP) PREPARED BY EXCEl £NC/NEER/NC,
OA !ED: OCTOBER .J, 2011
12. TH£ CALIFORNIA STCWAI WATER OUALITY ASSOCIA110N (CASOA), STCWAI WATER BEST
AIANACEAIENT PRAC11CF CONS!R/JC110N HANOBOOK, ANO STATE OF CALIFORNIA, OEPT. OF
11?ANSPCW!A 110N, CONS!R/JC110N Silt BEST AIANACEAIENT PRAC11CFS (BAIP) AIANUAL.
1.1/llCA llON ANO I.ION/TOR/NC PROGRAM RESOLtJllON 5685
!. PR/& TO TH£ ISSIJANCF OF A CRAO/NC PERA/IT, TH£ APPLICANT SHALL PROWOE 111?/TlEN EWOENCF THAT A C£R11f7£0
ARCHAEOLOC/ST HAS BEEN RETAINED, SHALL 8£ PRESENT AT TH£ PR£ CRAO/NC CONFERENCE; SHALL £STABLISH PROCEOURES
FCW ARCHAEOI.OC/CAL RESOIIRCF SURvE!llANCE; ANO ESTABLISH, IN COOPERA 110N llfTH THE PROJECT PROPONENT,
PROCEOURES FCW 1EAIPORARILY HAL11NC CW REDIR£C11NC IKA'i'K TO PERA/IT THE SAA/Pl/NC, /0£N11f7CA110N, ANO EVALUA110N
OF AR11FACTS AS APPROPRIATE. IF A00/110NAL CW UNEXPECTEO ARCHAEOI.OC/CAL FEATl/RES AR£ 0/SCO/IEREO, TH£
ARCHAEOLOC/ST SHALL REPORT SUCH flNO/NCS TO TH£ APPLICANT ANO TO THE CITY. IF THE ARCHAEOI.OC/CAL
RESOIIRCFS AR£ FOi/NO TO B£ SICN/flCANT, THE ARCHAEOI.OC/CAL OBSER/IER SHALL 0£TERAI/N£ APPROPRIA 1E AC110NS, IN
COOP£RA110N llfTH TH£ APPLICANT FOR £XPLCWA110N ANO/& SALVAGE. THESE AC110NS, AS ltEl.l AS flNAl Al/11CA110N ANO
O/SPOS/110N OF TH£ RESOURCES, SHALL 8£ SUB.EC! TO THE REWEW OF THE CITY.
2. THE APPLICANT SHALL PLACF 5,000 SOUARE FEET OF Sile CA-501-8797, AS /OEN11f7ED ON PROJECT PLANS, IN AN
OPEN SPACF EASEMENT ANO CAPPEO. TH£ CAPP/NC llfLL 8£ ON£ INCH OF CLEAN SANO ANO A AI/N/AIUAI OF !2-INCHES OF
CLEAN fllL. WATER LINES ANO OTHER U11Ll11ES llfll NEEO TO B£ PLACEO OIITS/0£ TH£ OPEN SPACF EASEMENT OR llfTH/N
THE flll SG'l. THIS AREA AS I/Ell AS TH£ AOJACENT SI.OP£ SHALL CON!AIN ONLY NA111£ PLANTS, SHALL 8£ ASS/SlEO IN
OESICN BY TH£ NA111£ AA/ER/CAN REPR£SEN111£ ANO SHALL 8£ POS!ED llfTH A PLAOUE 0/SCUSSINC NA111£ AA/ER/CAN
HISTCWY.
.1 PRIOR TO /SSUANCF OF CRAO/NC PERAi/TS, A OATA RECO/IERY PROCRAAI SHALL 8£ COAIPL£1ED FCW CA-SOl-8797. TH£
OATA RECO/IERY PROCRAAI SHALL BE COAIPLE1EO IN COAIPLIANCF llfTH TH£ CITY OF CARLSBAO 'CULTl/RAl RESOIIRCFS
C///OEZ/NES' ANO llfTH OATA RECO/IERY PLAN PREPARED BY CALLECOS &c ASSOCIATES, APRIL, 2003.
I. PRIOR TO TH£ ISSUANCE OF THE CRAO/NC PERA/IT, TH£ OEVELOPER SHALL PRESENT A LETTER TO THE CITY OF
CARLSBAO INOICA11NC THAT A OUALlflED PALEONTOl.OC/ST HAS BEEN RETAINED TO CARRY our AN APPROPRIATE Al/11CA110N
PROCRAAI. (A OUALlflED PALEONTOI.OC/ST IS 0£f7NED AS AN /NO/WOUAL llfTH A AIS CW PH.O. IN PALEONTOI.OCY OR
CEOI.OCY I/HO IS FAA/IL/AR llfTH PALEONTOI.OC/CAL PROCEOURES ANO 1ECHNIOU£S
• A OUAllflEO PALEONTOl.OC/ST SHALL B£ PRESENT AT THE PRE-CONS11?UC110N Al££11NC TO CONSULT llfTH TH£
CRAO/NC ANO EXCAVA110N CON11?ACTCWS
• A PALEONTOI.OC/CAL AION/TCW SHALL B£ ON-Silt AT All 11AIES OUR/NC THE OR/C/NAL cumNC OF PREWOI/Sl.Y
UNO/STl/RBEO SEO/AIENTS OF TH£ SAN11ACO FCWAIA110N TO INSPECT CUTS FOR CONTAINED FOSSILS PER/00/C /NSP£C110NS OF
CUTS /Nffi!WNC THE L/NOAWSTA FCWAIA110N IS ALSO R£COAIAIEN0£0. IN THE £/.£NT THAT FOSSILS AR£ 0/SCO/IEREO IN TH£
LINOAWSTA FCWAIA110N IT AIAY 8£ NECESSARY TO INCREASE TH£ P£R,;1JAY IN flElO AION/TCW/NC 11AI£. CON/IERSElY, IF
FOSSILS AR£ NOT BDNC FOi/NO THEN TH£ AION/TCW/NC SHOIILO 8£ REDUCEO. (A PALEONTOI.OC/CAL A/ON/TOR IS 0£f7N£0 AS
AN INO/WOUAL I/HO HAS £XP£R/£NCF IN TH£ COl.l£C110N ANO SALVAGE OF FOSSIL AIA1ERIALS TH£ PAl£0NTOt.OC/CAl A/ON/TOR
SHALL IKA'i'K UNO£R TH£ OIREC110N OF A OUAL/flED PAL£0NTOI.OC/ST.)
• I/HEN FOSSILS AR£ 0/SCO/IEREO, TH£ PALEONTOI.OC/ST (OR PALEONTOl.OC/CAL A/ON/TOR) SHALL RECO/IER THEA/. IN
A/OST CASES THIS FOSSIL SAL VACE CAN BE COAIPLE1EO IN A SHORT PER/00 OF 11AI£. HOIIE/IER, SOAIE FOSSIL SPEC/A/ENS
(SUCH AS A COAIPL£1E LARGE AIAAIAIAL SKElETON) AIA Y R£0UIRE AN £X1ENOED SAL VACE PER/00. IN THESE INS!ANCES TH£
PALEONTOl.OC/ST (OR PALEONTOl.OC/CAL A/ON/TOR) SHALL 8£ ALLOl/£0 TO TEAIPORARIL Y 0/RECT, 011£RT, OR HALT
CRAO/NC TO ALLOW RECO/IERY OF FOSSIL REA/A/NS IN A 11AIEl Y AIANNER. BECAUSE OF THE P01EN11AL FOR TH£ R£COl£RINC
OF SA/ALL FOSSIL REA/A/NS, SUCH AS /SOI.A1EO AIAAIAIAL TEETH, IT AIAY 8£ N£CFSSARY IN CERTAIN INSTANCFS, TO SET UP A
SCREEN-WASH/NC C¥'ERA 110N ON THE SI TE.
• FOSSIL REA/A/NS COI.LEC1EO OUR/NC A/ON/TOR/NC ANO SALVAGE POR110N OF THE Al/11CA110N PROCRAAI SHALL 8£
CLEANED, REPAIRED, SORTED, ANO CA TALOC/JEO.
• PREPARED FOSSILS, ALONC llfTH COPIES OF ALL PER11NENT flElO NOlES, PHOTOS, ANO AIAPS, SHALL BE OEPOS/1EO
(AS A OONA 110N) IN A SC/£N11f7C INS11111110N llfTH PERA/ANENT PALEONTOLOC/CAL Cot.LEC110NS SUCH AS THE SAN 0/ECO
NATl/RAL HISTORY AIUSEUAI. OONA110NS OF TH£ FOSSILS SHALL BE ACCOAIPANIED BY flNANC/AL SUPPCWT FOR /N/11AL
SPEC/A/EN STORAGE.
• A flNAL SUAIAIARY REPORT SHALL B£ COAIPLE1EO THAT OI/Tl.lNES THE RESULTS OF TH£ Al/11CA110N PROCRAAI. THIS
REPORT SHALL INCI.UO£ 0/SCUSSIONS OF THE AIETHOOS USED, S11?A 11CRAPHIC SEC110NS EXPOSED, FOSSILS COI.LEC1EO, ANO
SICN/flCANCF OF R£C01£RED FOSSILS
5. THE PROJECT BOIINOARY AOJACFNT TO TH£ PR£SERI£ AREA SHALL BE FENCED US/NC fENCF OESICN£0 TO AI/NIAIIZE
ACCFSSIBILITY OF THE C¥'EN SPACF BY BOTH PEC¥'L£ ANO OOAl£S11C AN/AIALS TH£ FENCF SEl£C110N SHALL B£ COORO/NA 1EO
llfTH THE llfLOL/FE AGENCIES ANO THE CITY TO AOORESS BARRIER OESICNS
6. PRIOR TO ANY CONS!R/JC110N AC11W11£S SCH£0UL£0 fROAI FEBRUARY !5 THROIICH AUC//ST 31, THE APPLICANT SHALL
RETAIN A OUAL/f7£0 B/0!.0C/ST TO CONOUCT A SURl£Y FOR N£S11NC BIROS, INCI.UO/NC TH£ NORTHERN HARRIER, llfTHIN THREE
OA/'5 PRIOR TO THE IKA'i'K IN THE AREA ANO ENSURE THAT NO NES11NC BIROS ONSl!E, OR CNATCATCHERS IN THE AOJACFNT
PR£SERI£ AREA SHALL 8£ IAIPAC1EO BY TH£ PRO.ECT. IF AN AC111£ NEST IS IOEN11f7£0, A BUFFER SHALL 8£ ESTABLISHEO
B£TIIEEN THE CONS11?UC110N AC11W11£S ANO TH£ NEST. THE BUFFER SHALL BE A AI/N/AIUAI llfTH OF JOO FEET (500 FEET FOR
RAPT&S), SHALL BE 0El./N£A TEO BY 1EAIPORARY fENC/NC ANO SHALL REAIAIN IN EFFECT AS LONC AS CONS1R//Cl10N IS
OCC/JRR/NC OR UN11L THE NEST IS NO LONGER AC11t,£
7. TH£ APPLICANT SHALL RETAIN A B/0!.0C/CAL A/ON/TOR TO BE PRESENT ON-Silt OUR/NC CONS11?UC110N ANO
IAIPL£Al£NTA110N OF Al/11CA110N PROCRAAIS TO ENSURE CONSERVA110N Al£ASUR£S IN TH£ A/NO, RESOURCE AGENCY PERAi/TS,
ANO CONS11?UC110N OOCUAIENTS ARE IN COAIPLIANCF llfTH Al/11CA110N Al£ASUR£S
OESCR/Pll~
(j) D(CA VA110N cur
LEGEND
OETAIL/STANOARO ORAllfNC
N/,4
0 EXCAVA110N flLL N/,4
(]) £XCAVA110N EXPORT N/,4
0 CURB INLET TiPE A-! (L =ff) SORSO 0-t•
(}) TiP£ A Cl.FANOUT (-l'X-1) SORSO 0-9
(!) TiPE B Cl.FANOUT (1'X5) SORSO 0-!0
(!) PCC llfNC 1i1'£ H£AOWALL SORSO 0-3-1 (A/00/flEO)
@ PCC llfNC TiP£ H£AOWALL SORSO 0-35 (AIOO/flEO)
@ AREA ORAIN IN HAROSCAP£ PER LANOSCAPE ARCHITECT
@ -1• HOP£ FOR AREA ORAIN SORSO 0-50
@ 5• HOP£ FOR AREA ORAIN SORSO 0-50
@ !2 ' HOPE FOR AREA ORAIN SORSO 0-50
@ 8' HOPE SORSO 0-50
(fJ; 12• HOPE SORSO 0-50
(i}J !8' HOPE SORSO 0-50
@ 2-1• HOPE SORSO 0-50
@ 2-1• RCP (!350-0) SORSO 0-50
@ 35' RCP (!350-0) SORSO 0-50
@ -18' RCP (1500-0) SORSO 0-50
® TiPE C-1 CATCH BASIN SORSO 0-8
@ BROOKS BOX CRA TEO INLET BROOKS 2121
@ A.C. 01£RLA Y !'-2 • N/,4
@ CURB REA/OVAL N/4
@; PCC WALKWA Y REA/OVAL N/4
@ CURB 5• TiPE C-1 SORSO C-f
@ CURB ANO CUTTER TiPE C (C-2) SORSO C-2
@ CURB 11?ANS/110N SEE OETAIL SHEET J
@ PCC RIBBON CUTTER OETAIL SHT J
V!) PAWNC, AC 1.0' SEE SG'LS REPORT
@ PAWNC, AC 1.0 • SEE SOILS REPORT
@ PAWNC, (Cl.ASS II A.B.) 1.0• SEE SOILS REPORT
@ PAl1NC, (Cl.ASS II A.B.) 9.0' SEE SG'LS REPORT
@ PCC P£0£S11?/AN RAAIP SE£ 0£/AIL SHEET 5
@ P£0£S11?/AN RAAIP C-27 SORSO C-27, TiPE A
@ SIOEWALK -1 • SORSO C-7
@ PCC PEO£S11?/AN RAAIP SEE OE/AIL SHEET 5
@ RIP RAP (NO J BACK/NC J '-5' OIA.) SORSO 0-,{(}•
@ RIP RAP (NO 2 BACK/NC 5'-9' 0/A.) SORSO 0-,{{}'
@ AIASONRY RETAIN/NC WALL TiPE B SORSO C-9
@ RDNFORCFO CONCRETE RETAIN/NC SORSO C-f!A
WALL TiPE f
@ 12 • AREA ORA/N CRA1EO INLET PER LANOSCAPE ARCH/lECT
@ RIP RAP (t/1 TON Cl.ASS !8'-2-1 • 0/A.) SORSO 0--10
(FOR EAIERCENC Y SPILLWA Y)
@ PCC S11?AICHT HEAOWALL -TiPE B SORSO 0-32
@ POOi. AREA flATIIORK PER LANOSCAP£ ARCHITECT
@ OECORA111£ PAWNC PER LANOSCAP£ ARCHITECT
@ SAllf)UT
@ BIO-RE1EN110N FAC/L/llES SEE 0£TAIL SHT !9
G:>. !2' PVC PERFORA1EO PIP£
~ (BIO-RE1EN110N UNOERORAIN)
@J -1• PVC P£RFORA1EO PIP£
(BIO-RE1EN110N UNO£RORAIN)
@ 12• PVC STANO PIP£ (BIO-R£1EN110N)
@J 5• PVC STANO PIP£ (BIO-RE1EN110N)
@ AIOOIFY £XIS11NC -18' RISER
I@ A/C REA/OVAL
* AS MODIFIED BY CITY OF CARLSBAD STANDARDS
SYAi ()(JANllTY VNIT
31,049 CY
Ja810 CY
209 CY
I I f EA
[Q] J EA
[Q] 9 EA
==( f EA
===( 1 EA
0 !88 EA
f,085 LF
----------f,115 LF
520 LF
6-------=9 795 LF
6 -----9 2,550 LF
6 q !37 LF
6 'l 323 LF
6 q 852 LF
6-------=9 290 LF
6 --9 !22 LF
l[OTii]I 4 EA
m 23 £A
2-11 SF
282 LF
f,018 SF
2,757 LF
,( I .J,905 LF i ' '
JO! LF
I I • '
)
7 ' 550 SF
~ 3-1,35! SF
I I 55,180 SF
3-1,35! SF
55,180 SF
~ ,I £A
.
f EA
I: .-I -18,5!2 SF
[ 1· . [ · I · ,I EA
~ 2 CY
~ ff CY ------200 SF ------783 SF
EE 2! £A
~ 9 CY
9 2 EA
37,573 SF
2,090 SF
2 -1! LF
f -1,208 SF
777 LF
!-1,208 LF
70 LF
39 LF
f EA
555 SF
~ CITY OF CA RLSBAD I SHEETS I
t----t----+-----------------1-----+---+---+-----1 ~ LAND DEVELOPMENT ENGINEERING 19
t----t----+----------------t----t---+----t----;
"AS BUILT"
RCE __ _ EXP.----DATE
GRADING PLANS FOR:
CARLSBAD RANC H, P.A. NO . 5
(MARBRISA -PHASE II)
SHEET INDEX & NOlES
K. VAN PE SKI
z /&/J z. , ~e,J,.,.,,/-1/19/2012 REVIEWED BY:
APPROVED~ Y J/a...., &· GLEN
ENGINEERING ANAGER PE 41204 EXPIRES 3 31 13 DA TE
ROBERT D. DEN TINO
RCE: 45629 EXP: 12/31/12
DATE
DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
INSPECTOR
DA TE INITIAL OA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: MK
CHKD BY: c»!
RVWD BY:
PROJECT NO.
CT 03-02 I DRAWING NO.
_ 428-9G
022112
0
I\) :E
0 C') ..... .,::.
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(0 00 I
(0
C')
JOINT
(SLOPE VARIES
SEE PLAN)
/I
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----
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U)
AREA RAIN
(TYP.)
0 / I I
•
3" ROOF DO WNSPOUT . TO OUTLET
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ROOF DR N
(TYP.) 1!:,__..l,__J-----=1
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DRAIN PIPE. SEE PLAN
(TYP.) 0 1% MIN .
I
/
AREA DRAINS ON SIDES AND
BACK OF VILLA BUILDINGS
ARE CONSIDERED TO BE SELF
TREATING AREAS PER THE
PROJECTS SWMP ADDENDUM
VILLA BUILDING FOOTING
DRAINAGE TO OUTLET TO THE
6" PVC AREA DRAIN PIPE
6" PVC AREA DRAIN PIPE
1 (TYP.) 0 1% MIN.
'
AREA DRAIN PIPE TO
OUTLET TO STORM DRAIN
AS NEEDED .
TYPICAL BUILDING PAD AREA
DRAIN LAYOUT FOR THE VILLAS
NOT TO SCALE
6" CURB SORSO C-! nPE C
AC PA /,EVENT
5.0,T 0.08' 5.0:r
(SL OPE V,4R/ES
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OR NCAV-SK/0 SURFACE
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6' CURB
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
J ' OEEP X 4 ' llfOE TRUNCA TEO
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PEDESTRIAN RAMPS DETAILS (TYP)
! FOOT PCC S!E'POUT
6" PCC CURB PER
SORSO C-!
NOT TO SCALE
/
/
/
/
/
/
LANDSCAPE AREA
OR NCAV-SK/0 SURFACE
!0%VAX
! ' llfOE CROOVEO
BORDERS
!' llfOE CROOVEO
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PER PLAN
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6 ' CURB
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-+-----5• WIDE EMERGENCY
SPI LL WAY LI NED
WITH RIPR AP,
CLASS=1 /4 TON ,
T=2 .7 ', DG FILTER
-BLANKET, T=1.0'
J.0'
!0%VAX
J' DEEP X 4' llfOE TRUNCA TEO
OOAIES PER SORSO C-JO
LANDSCAPE AREA
OR NCAV-SK/0 SURFACE
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4 VIN'
J' OEEP (VIN) X 5 ' llfOE
TRUNCA !E'O OOAIES PER SORSO
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OR NCAV-SK/0 SURFACE
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11.0'
5.0'
=!77. !O
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BORDERS
3.0'
ISOMETRIC VI EW
EMERGENCY SPILLWAY DETAIL 4• VIN. AC OVER
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PER SOIL ENC/NEER's
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4• CLASS II A.8. VIN
PER SOIL ENC/NEER's
RECOAIVENOA navs
~ -----~//JZ
EXIST. VOO!REO S.O.R.S.O. C-4
ROLLED CURB ANO CUTTER CONCRETE STEPOUT DETAIL (TYP.)
ADJACENT TO LANDSCAPING
/
/
/
r.;,.1------------------'!9 SEE SHEET 9 FOR PLAN LOCA llON
NOT TO SCALE
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ANO C/JTlFR ... • . . . • • • .. . • ..
CURB AND GUTTER DETAIL THROUGH
ACCESSIBLE PARKING STALLS
NOT TO SCALE
NOT TO SCALE
ENGINEER OF WORK
EXCEL EIIGINEE1IING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
~a~ ROBERTfJ.OCNTIN 1/9/2012
DAT£
RCE: 45629 EXP: 12/31 /12
RC[ ---EXP .----DATE
REVIEWED BY:
INSPECT<>'< DATE
~ CITY OF CARLSBAD I SHEETS I 1---l-----1-----------------!---l---t----t---l ~ LAN D DEVELOPMENT ENGINEERING 19
l----l---l---------------t----+--+--r-----1
DA 1£ INITIAL DA 1£ INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRI PTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CAR LSBAD RANC H, P.A. NO. 5
(MARBRISA -PHASE II)
~-?,_. APPROVE ~ ~I~ &· GLEN
MANAGER PE 41204 EXPIRES 3 31
OWN BY: MK
CHKD BY: &ow
RVWD BY:
PROJECT NO.
CT 03-02
K. VAN PESKI
z1~!tz
13 1 DATE
I DRAWING NO.
428-9G
022112
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190.02 TC ~
'9.52
\
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193. FS
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190.20 FS
190.24 FS
190.2 4 FS
190.21 FS
190.25 FS 190.35 FS
190.36 FS
190.40 re
189.90 FS
3' OEEP lRL!NCA 1ED OOAIES
PER SIJRSIJ C-30 190.-14 TC
189.94 FS
SCALE 1":10' ---
190.47FS
- -- -0 JO i?O 30 40
190..JB re
189.88 fl
19. .02
B
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"
8 -4 1/2"
W/ 7 -14 " TREAD
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LANDSCAPE ARCH . PLANS
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196.03 FS
LMO/M;
193.28 FS
LANO/NG
193.21 FS
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193.21 FS
7 -4 1/2" RISERS
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STAIRS PER SITE
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\ " BOTTOAI LANO/NC
190.07 FS
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BASEMENT
201.00 ff
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200.81 FS
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198.#J FS
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198.39 FS
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196.43 FS
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195.52 1F
199.85 T/f
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192. 78 811'
189.58 TT
199.89 FS
199.71 FS
199.67FS
199.85 Tlf
194. 12 8/f
189.58 TT
-----6 - 4 1/2" RISERS
~
5 - 4 1/2" RISERS
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198.#J FS
LM0/1,t;
198 . .39 FS
BOTTCN LMO/M;
196.43 FS
STAIR DETAIL 2
SCALE 1": 10'
W/ 5 -14" TREADS
STAIRS PER SITE
LANDSCAPE ARCH . PLANS
ENGINEER OF WORK
EXCEL ~-LAND PLANNING • £NG/N££R/NG • SURVEYING
440 STAT£ PLACE, ESCONDIDO, CA 92029
PH ::;;45;~8-~:75-1890
~C/21 1/19/2012
ROB£RT D. DENTINO DATE
RCE: 45629 EXP: 12/31 /12
217. 11 TC
216.61 "S
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215.69--£S
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213.00 ff
9 21293 TC
210.09 IE
9 21290 TC
209.90 IE
213.00 FS
80 TTOAI LANO/NC
201.65 FS
~----------+-
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11 -6" RISERS
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207.31 FS
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207.33 FS
207.26 TC 9 20-1.26 IE
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207.31 FS
LANO/NC
207.31 FS
11 -6 " RISERS
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\
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PR/VA TE S TORM DRA IN DA TA
0£LTA/BRC RAO/US LENCTH REMARK SL OP£
N24:28'58.93 'W --41.90' o• HOPE 29.84%
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N25:28'51. 4-lt 6.11 ' . . 200% --RCE EXP.----DATE
N19"J1'o8.56'W 1537' . . 3587% --REVIEWED BY:
N71'[J6',¢009 t --9.34' 4• HOPE 200%
INSPECTCR CATE
, ---+--+-----------;---;------i----.~I SH4EET I CITY OF CARLSBAD ~9 ~ LAND DEVELOPMENT ENGINEERING ~ ::=='....'::::=========:::::'....::==;
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DE SCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CARLSBAD RANCH , P.A. NO. 5
(MARBRISA -PHASE II)
APPROVE~ i-i,1£, li/i· GLEN
ENGINEERING MANAGER PE 41204 EXPIRES 3 31
DWN BY: MK
CHKD BY: 01v
RVWD BY:
PROJECT NO.
CT 03-02
K. VAN PESK I u~z
13 DA TE
I DRAW1NG NO.
428-9G
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! '0.22 FS
! .68 FS
'0.66 FS
90.65 FS
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19'0.61 FS
-----
190.5. re
190.0 fZ
190.55
190.50
190.19 re
!89.99 fl
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190.65 fl
!91. 11 re
!90.61 fl
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!90.51 FS
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190.51 FS
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90.66 FS
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191.87 fl
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" ', "'--'~ I
' . ' i ~---.J
J' OEEP lRIINCA TEO 00!.IES
PER SORSO C-JO~-c-4l!~!,....(l<f
',,__ j
~ V
Cl/RB &-C//T!ER Hf/HIN
ACCESSIBLE PARK/NC STALLS 4
TO HA/£ AIA)(IAIIJAI CROSS~
/ SLOPE OF 1.5% TO 1.8%
"" A ""·
ENGINEER OF WORK
EXCEL EIIGINIEERIIQ
192101 re
19!.
LAND PLANNING -£NG/NEERING • SURVEYING
440 STAT£ PLACE, £SCONDIDD, CA 92029
PH (760)745-8118 FAX (760)745-1890
~cJ~
R6eERT D. DENTINO
1/19/2012
DATE
RCE: 45629 EXP: 12/31 /12
RCE EXP .----
REVIEWED BY:
INSPECTOO
I LAND DEVELOPMENT ENGINEERING
GRADING PLANS FOR:
DAIT
DATE
~ L2U ti-_-_-Ii_-_--1--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---+--~ _-_--I-+ -----=-=i1======r~~~ I SHS ET I CITY OF CA RLSBAD
CARLSBAD RANC H, P.A. NO . 5
(MARBRISA -PHASE 11)
SITE RAIF DETA ILS
~====i====+=============================t====t===~~===JE===:JJ APPROVED: d-id., M GLEN K. VAN 'h'iKI
~=;~;=t;~;;tJ&:==============================t~~:=~=~~==~====1====3 "'E~NG~IN~E~E~Rl::NG:::~~AN~A::G:::ER~P~E::=41~2~04~E~X~Pl~RE~S~3~3:1:1 21~3 =~~D~~A~TE~::::! I DAIT INITIAL IDWN BY: MIL.
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DAIT INITIAL CHKD BY: vvJ PROJECT NO. DRAWI NG NO.
OTHER APPROVAL CITY APPROVAL RVWD BY: CT 03 -02 428-9G
022712
0
01 :e
0 G') ...,.,::. -"' (0 00 I
(0
G')
,..., .1 r,, ,,r, 11 r,
I//,-,,,/ ',,-</Ill \✓/-II IL_ \_,,L.//-JL ✓
A I A r,
II/I /I ,._,,
I I/-, I
WATERLINE EASEMENT GRANTED TO CARLSBAD
MUNICIPAL WATER DISTRICT PER DOC . NO .
1999-0232919 OF OFFICIAL RECORDS
RECORDED APRIL 7, 1999
I _,., ,-r-
1 I I I
-,-r, ,, ,,, -,-
t rr" /1 JI
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.,,,,,,...,r-r1
I < < .. \ / I ,., ,_, ,_,. I
\
X 191 .2
I
A l'::11.~
X1~
LIMITS OF GRADING/
TOE OF SLOPE
X 193.0
)
/00 CURB TRANSITION PER
DETAIL ON SHEET 3.
\J)
STA 2+08.59 MARBRISA CIRCLE
= STA 21+21.05 COLUMBUS CIRCLE
PROV IDE EARTHEN
BERM AT TOP OF
SLOPE PER CITY OF
CARLSBAD STDS.
GS-14 le GS-15
EXIST. 12" H.P.
PVC WATER MAIN
PER DRAWING #333-2V
EXIST. 20' WATER LINE ANO ACCESS
EASEMENT OEOICATEO
TO THE CI TY OF CARLSBAD ON MAP 13408
DOC. NO. 1997-147754 OF OFFICIAL RECORDS
RECORDED APRIL 1, 1997
EXIST .
EXIST . 30" HOPE STORM
DRAIN PER DWG# 428-9A
TO BE REMOVED
12 " PVC RECLAIMED
WATER MAIN PER
DRAWING #333-2V
LIMITS OF GRADING/
TOE OF SLOPE
--------~--
I
I
3: a::
I
3: a::
I ~--
3:
I I
I 3:
I I ,. I I I
FOR ONSITE PUBLIC
WATER le SEWER MAINS,
SEE DRAWING 428-9F
SCALE: 1 "=20'
0 20 40 60 80
)1
.fl;
11 I
11
11
11 · I I, :
/!.L,1
PROPOSED 8" PVC
SEWER MA IN
PER DWG. #428-9F 1ST. 30" HOPE STORM
DRAIN PER DWG# 428-9A
TO REMAIN
x1sf. 30" HOPE STOR
DRAIN PER DWG# 428-9A
H/Glf POINT (,,,,~,t
195.00 FC ,~J ~.,,..
TO BE REMOVED
~ It It'\\
f~JJ~
x ~~~7~'v
_...., -ROPOSED 20' PUBLIC UTILI
ASEMENT TO THE CITY OF
ARLSBAD PER PR 11-36 OC . NO.: ;l.ol.J.,Ol(o"7<i-<f9
TED: =~~=r~~-:-c,-
/,
4/ // I X 911189.9
w
X QC <..: ::,; >
-w .. [l;
_J
(/)
I
<
I ' I~ I iJPL , I "7k ,, 190,
I I I I I I I
I
I
A/C PAVEMENT GRADES
WITHIN HAND ICAP PARKING
STALLS SHALL NOT EXCEED ---,_j,
2% IN ANY DIRECTION . j-"--i.....JrJl-_..
\ ;::: JJ19~0-~BO¾~rf~-f._
/ I / 1/
HIGH POINT
; 190.19 r,c
i.aii(
RELOCATE EXIST.
IRR IGATION VALVE
, ___ _ le BOXES , ADJACENT
TO NE W TOP OF SLOPE
--------""ii¥:~ ~
~ I
NI-Lf----o._~_j _ _J_Lr----,:..)..J.J
AIATCHUM FT 7
t94-
----------'90.FS \ ,
FF £LEV =190.23
PAO £LEV =189.48
14LLA 65
ENGINEER OF WORK
EXCEL l!lla.lEERlll<I
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE. ESCONDIDO. CA 92029
PH (760)745-8118 FAX (760)745-1890
' ,A¼/4a~ 1/19/2012
ROBERT D. DENTINO DATE
RC£: 45629 EXP: 12/J1 /12
d<i', ...
< ;\~~ ~~ \
<:J?l
91.
\
\
::40£ .w-'(~~~., 1l:'
\
~ 0
\
I
f
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....._
0
l,9S
'
196.~
\
\
\ ~ -\
\
I x/7 93_2/
)I
/
X 204.0
X
202.
X X 200.4
. 202.5
1 .6
\
I
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I
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X
X 205.
I
\
I
EXIST . 12" WATER MAIN
PER DWG# 428-9
I
I
X 201.2
\I
\I
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\ I
/
,
X 205.
IX'2
X2 .5
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X 208.3
X
X 207
6.9
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\
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-,:. \.
'\' -,:.
~~',
~
2 ' ti,'-
6 i,,
"AS BUILT"
RCE __ _ EXP . ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l-----+---+-----------+--+----+--+-----I I SH6EET I CITY OF CARLSBAD ~9 LA ND DEVELO PM ENT ENGINEERI NG ~ ::==:::::....:::==========:::::....:::====:
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CARLSBAD RANC H, P.A. NO. 5
(!.IARBRISA -PHASE II)
APPROVED~ :r: dz M GLEN
ENGINEERING MANAGER PE 41204 EXPIRES 3 31
DWN BY: PROJECT NO. CHKD BY:
RVWD BY: CT 03-0 2
K. VAN PESKI
%1<~11z 13 D TI
I DRAWI NG NO.
428-9 G
022712
0
0) :E
0 G') -...,::,.
... I\)
<O 00 I
<O
G')
I
20' TYP
E)(fST.
WA!ERLINE
ACCESS
EASEAIENT
Ii' NO
'I-CRADINC
Hf!H/N
EASEMENT
20' TYP
E)(fST.
I WA!ERLINE
ACCESS
EASEMENT
SECTION F-F
STA 111-76.IU
NOT 1lJ SCALE
NOIE: SEE SHErT 19 RR AOUllQ'IAL
NOIES Mt? OETM.S AT
~HElENTKJ'{ ,Mf;f
±13.9'
LI MI TS OF GRADING/
TOE OF SLOPE --------~--r~---~-\ I X 1 b .6 PROV IDE EARTHEN, f I BERM AT TOf OF , ;;::
SLOPE PER CITY OF
CARLSBAD S'TDS .
GS-14 &: GS..=15 I I > I
r
EXTEND RIP RAP 2'
UP ADJACENT SLOPE/
EARTHEN BERM AND CONTINUE
TO SWALE STA 8+73.44 .
SEE SHEET 12 FOR
ADDITIONAL DETAILS
STA 8+73.44
0(100)=56.22 CFS
V(100 )=2.94 FPS
STA 9+11.37
B)O-RETENTION/SWALE=
STA 1+00 STORM
DRAIN LINE A
0(100)=56.22 CFS)
V(100)=7 .85 FPS
I ~
EXIST. 20' WATER LINE AND ACCESS
EASEMENT DEDICATED
TO THE CITY OF CARLSBAD ON MAP 13408
DOC. NO . 1997-1 47754 OF OFFICIAL RECORDS
RECORDED APRIL 1, 1997
\ ' , I
ii'•.:::
I • • • r • • •
·'Er . : : : rtt-H-+H
• • • • I • • •
" I .. • •
EXIST.
r'\
12" PVC RECLAIMED
WATER MAIN PER 1
DRAWING #333-2V
I l
X 179.4
X 179.5
ll::
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189. ,f,
/ J .a
1/N.
J
1 9.4>< 188.
X 187.
X 186.5 HI
X 86.lL----,
____,
X 188.4
REMOVE EX I ST . ------f~S------',.___-ft-5,.ft-Jrl 1 • • I
BROWD ITCH a:: I I j · · : 1' I " .. ·I . . . I
II I I • ' \ I II I I ' 'J • • 3:-II , •• •I -----~,~--r7: !t ._ • • • • I
I I
I
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l
O 9 • ....,..,..J_----'-r-r-1 g\ .•
PROV IDE EARTHEN II I • • I a:: JI + ••• I BERM AT TOP OF II I I 11 • • I SLOPE PER CITY OF II I '• 1/
I',' I ,'. • • • .• CARLSBAD STDS . 3: I • 1 ',ti+f-1-/.-1 11 I • 111 /
GS-14 &: GS-15 ii I .~ •1: $. I
;;:: "I ., I II a:: ii/, ••• r/
LI MITS OF GRADING/
TOE OF SLOPE 0
QJ
I ~ II I I· • • 1 II I I " II
f I l ., • !
X17 :: i,• •• ·,
;;:: II I • • I a:: /11 "•. ·1
[
I i/1:I', :.:/
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• • • :::0 =e: •••
/ I
I
I I I I I
I I I I I I
I I
I I
I I
I I I I
gf!3_
A/IN.
I
186.2
0 FOR ONSI TE PUBLIC
WATER&: SEWER MAINS,
SEE DRAWING 428-9F
________ ..J.. __ 1 __ L '""'•UJ-J~ ...,_,.,,_· · ............ .... ...., _ _,..., ____ _
~ <:S
1;j
1 __________ 25_._9_' ________ __,~
I I I ~ cl oP£
4 . 9 ' 1 'I 6' 5' 14. 9' I " Ai "" t------r,.--------'-----~-----,2:1 ~
SECTION £-C
STA 11+~7~
NOT 1lJ SCALE
NOTE: SEE SHEET 19 RR AOUllQ'IAL
NOIES Mt? OETM.S AT
BfO-HElENTKJ'{ Mfjf
TABLE 2
REQUIRED TREATIENT CONTROL IV' TABLE
DESCRIPTION QUANTITY
BIO-RE TENT! ON 247 LF
SCALE: 1 • =20'
---- ---0 20 40 60 80
ENGINEER OF WORK
EXCEL
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
1/19/2012
PH (750)745-8118 FAX (750)745-1890
~o~
R08£RT D. DENTINO DATE
RCE: 45629 EXP: 12/31 /12
I
0
19 ·
1 .
192· g
A/C PAVEMENT G AOES
WITHIN HANDICAP PARKING
STALLS SHALL NOT EXCEED
2% IN ANY DIRECTION.
SEE DETAIL R6 ON SHT. 5
<.O "" -·~--'J'°
I
"A S BUILT "
RCE __ _ EXP . ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
,c. C, ,}
(,
t-----+--+------------+---+----+--+------1 I SH7EET I CITY OF CARLS BAD ~9
:===:..::=L=A=N=O=D=E=VE=L=O=PM=EN=T=E=N=G=IN=E:::E=R=IN=G=::'....'::~==::::;
i--------i--------;----,.,-----------------t---t------1r-----;------1
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIP TION OTHER APPROVAL CITY APPROVAL
GRAD ING P LANS FOR:
CARLSBAD RA NCH, P.A. NO. 5
(MARBRISA -PHASE II)
APPROVED~ xdn &· GLEN
ENGINEERINGMANAGER PE 41204 EXPIRES 3 31
DWN BY: ~IL PROJECT NO .
CHKD BY: --=-==-W CT 03-02 RVWD BY:
K. VAN PESKI ~a,µ
13 DA TE
DRAWING NO.
428-9G
022112
0
""' :E 0 G')
...,.i:i,.
-" I\,)
(0 00 I
(0
G')
19216 fS
SCALE: 1"=20'
-----------0 20 40 60 80
~ 194.9'_j1~91<,,:. ;..."-'-'y?
19
FOR ONSJTE PUBLIC
WATER & SEWER MA INS,
SEE DRAWING 428-9F
PROPOSED 12" WATER
MA IN PER DWG# 428-9F
~ 0
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
DAYLIGHT LINE/
LIMITS OF GRADING
\ \
\ X 228.
\ I \ 227.9
I
\
\ \ \
\
PROPOSED 12" WATER
MAIN PER DWG# 428-9F
\
\
\
\
\
~ 'o
\
~ s
PROPOSED 20'PUBLIC
UTILITY EASEMENT TO
THE CITY OF CARLSBAD
PER PR 11-35
\ PER DOC#: ____ _
\ DATED: ------,=--
\ "--------... __
I
I
I
I '
I
X ~24.0
t
X 230.4
----------
ENGINEER OF WORK
EXCEL EIIGINEEfflG
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
~u../4--1/19/2012
ROOERT D. DENTINO DATE
RCE: 45629 EXP: 12/31 /12
X 226.1
' u.. ' ' ' ' ' '
X
' 2~8.
2 4
~I
"-
x 228.2 "-~
~~ I
3.9
/
F .......___
s
,, r9 .
I POSt: POST
'-'-'-'-V(
/ L "'z __________ _ _,! __ -
"AS BUILT"
RCE __ _ EXP . ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
tt===±===f=======================t===±===t===t==3 W CL1JoYoE£LIPM£f~~~~tGD GRADING PLANS FOR:
~ ~
CARLSBAD RANCH , P.A. NO . 5
(MARBRISA -PHASE II) E=I=I============i==±=3==E3 6======:=====;===;====~~~PESK!l
APPROVED~ ;lzdn M GLEN K. ~ 1,:lKI
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 *TE
OWN BY: MK I PROJECT NO. I DRAWING NO.
CHKD BY: 4W CT 03-02 _ 428-9G RVWD BY:
DA TE INITIAL
CITY APPROVAL
022712
PROV IDE EARTHEN
BERM AT TOP OF
SLOPE PER CITY OF
CARLSBAD STDS.
GS-14 &: GS-15
LIMITS OF GRADING/
DAYLIGHT LINE
..>
CJ)
0
REMOVE EXIST.
BROWDITCH
\
I
I
I
I
0
@
RIP RAP PER SDRSD
D-40 TYPE 2.
T=0.6', ROCK CLASS
NO . 3 BACKING OVER
0 .6' FILTER BLANKET
OF 3/16" GRAVEL.
EXIST . 20 ' WATER LINE AND ACCESS
EASEMENT DEDICATED
TO THE CITY OF CARLSBAD ON MAP 13408
DOC. NO. 1997-147754 OF OFFICIAL RECORDS
RECORDED APRIL 1, 1997
TABLE 2
D
I I I I _,,
\ ~\ I
\\ ~ 111N. \ X 185.
,~ 186
\ X 86.9
\
EXIST.
REQUIRED TREAl\ENT CONTROL Bt.F TABLE
12" PVC RECLAIMED
WATER MAIN PER
DRAWING #333-2V
DESCRIPTION QUANTITY
BIO-RETENTION 599 LF
190.27
190.31 '"'--""
X 1 85. 2 7-----;c,~
X 187A5
I~ <:s
I~
X 178.5
A/C PAVEMENT GRADES
WITHIN HANDICAP PARKING
STALLS SHALL NOT EXCEED
2% IN ANY DIRECTION .
SEE DETAIL R3 ON SHT. 5
REMOVE EXIST.
OUTLET RISER
/"'-. REMOVE EXIST. 24"
HOPE STORM DRAIN PIPE
X 185.
HIGH POINT
189.97 FC
PROV IDE EARTHEN
BERM AT TOP OF
SLOPE PER CITY OF
CARLSBAD STDS .
GS-14 &: GS-15 X 178.1
LIMITS OF GRADING/
DAYLIGHT LINE
1 ' '--29.6' I\,. ~----------~~-----------<:;
1 '
X 185.1
,----~9~-~8~·---i---__cc5~•--i---------'-1~4~_8~'-----I~
X 177.2 PROTECT EXISTING
AIR VAC ASSEMBLY
IN PLACE 20'(TYP)
EXIST.
/YA TERI.IN£
ACCESS
EASEMENT
NO
GRAOINC
Hf!HIN
EASEMENT
I
I
~ LIMITS OF GRADING/
DAYLIGHT LINE
SCALE: 1 "=20' ------ -0 20 40 60 80
SECllQV 0-0
STA 6+28.18
NOT TO SCALE
NOlE': SEE SHEET 19 FlR AOallCWAI.
NOlE'S MO OUM.SAT
BIO-HElENll(J'{ .M!"A
ENGINEER OF WORK
EXCEL ENGi EilfltifG
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029 PH (/45£; ~~._Z1890
/~v c./4 1;19;2012 ifoearro.OENiii DAlI
RCE: 45629 EXP: 12/31/12
SEE SHEET 2 FOR CONSTRUCTION
WORK TO BE DOI\E NOTATIONS
SHOWN ON INDIVIDUAL SHEETS
1.£ CIRCLE NOTA 110NS @
ESS!av"5':
D. D'tf
~
o. 45629 'B
JV\\.
@MODIFY EXISTING 48"
RISER PIPE PER DETAIL
ON SHEET 19. CLEAN&:
CHECK FOR WEAR. REMOVE
PORTION_PE-J.OP OF
STRUCTURE PER' OE'Tt~ &:
REATTACH GRATE
ASSEMBLY .
X 178.2
EXISTING 36" STORM
DRAIN PIPE AND
CLEANOUT TO REMAIN
X 177.7
EXISTING 42 " STORM
DRAIN PIPE TO REMAIN
188.9
/
178.6
' I
\ X 178.5
EMERGENCY SPILLWAY,
SBE DETAIL ON SHEET 3
I EXISTING 48" RISER
\ PIPE TO REMAIN
\
. X.
~175.4
___ .2,__178.2_
.,,~
------------
NO
GRAOINC
Hf!HIN
EASEMENT
1----
1
20' TYP
EXIST.
IYA!ERLINE
ACCESS
EASEMENT
LIMITS OF GRADING/
DAYLIGHT LINE
BIO-RETENTION
FACILITY
±10'
5'
±30 FEET SWALE WIDHT
SECllQV A-A
±14'
f1f()l,I STA 1+00.00 ro J+-I0.97
NOT TO SCALE
~ <:s , ~ ~:
~I I'::\ z: 1
w,A~
,~ ±28' <:s
5L-0Pf
NO
GRAOINC
HflHIN
EASEMENT
I '-------+----+---'-~---t------------1~
I ,I VARIES I~ Sl-0 f
I 11 I 7'-10' I::'. ~A~
fARIE S I I 5' I~ z: l
I I I I I
.25'
20'(TYP)
EXIST.
IYATFRLINE
ACCESS
EASEMENT
I I
BIO-RETENTION
FACILITY
FOR ONSITE PUBLIC
WATER&: SEWER MAINS,
SEE DRAWING 428-9F
STA 11+64.87 MARBRISA
CIRCLE/COLUMBUS CIRCLE
@ DRIVEWAY INTERSECTION
2% MAX.
CROSS SLOPE
IN WALKWAY
LIMITS OF GRADING/
DAYLIGHT LINE
5' ±10'
SB:11tl/ll 11-11
fHOII STA .J+NJ.!J7 TD H.20.!JO
NOT TO SCALE'
NOlE': SEE SHEET 19 FlR AOallCWAI.
NOlE'S MO OUM.SAT
BIO-HElENll(J'{ .M!"A
~
I ~
I~
I~ I pf
Ir_
±28 ' Is:: " r-------------__cc:.=..._ ________ _
20' TYP
IYATFRLINE
I EASEMENT
ACCl'SS
I NO
GRAOINC
Hf!HIN
EASEMENT
1 '
8 -4 1/2" RISERS
W/ 7 -14" TREADS
STAIRS PER SITE
LANDSCAPE
ARCHITECTURAL
PLANS
±8' 5' 5' ±15'
SECllQV C-C
f1f()l,I STA -1+20..90 ro -1+70.00
NOT TO SCALE
"AS BUILT"
RCE __ _ EXP , ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
, ----1--+---------------,f------t---+---i-----t I SHEgET I CI TY OF CA RLS BAD ~9 ~ ~=='..::::::::::LA::N:::D:::::D:::EV=E:::L:::O=P:::M:::EN=T=E=NG=l=N:::EE:::R=IN=G:::=::::'....:~==~
GRAD ING PLANS FOR:
DATE INITIAL DATE INITIAL DAlI INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL
CAR LSBAD RANC H, P.A. NO. 5
(MARBRISA -PHASE II)
APPROVEDA ;idi dtL-GLEN
ENGINEERING MANAGER PE 41204 EXPIRES 3 31
PROJECT NO.
CT 0 3 -02
K. VAN PESKI
'tlte/tz.
13 DATE
I DRAWI NG NO.
428-9G
022112
r-------
1
I
I
I
I
A/C PAVEMENT GRADES
WITHIN HANDICAP PARKING
STALLS SHALL NOT EXCEED
2% IN ANY DIRECTION.
CONNECT NEW WALKWAY
TO EXIST. A/C WALK
EXIST. A/C WALKWAY
TO REMAIN
/90.
/89.
PROPOSED 12" WATER
MAIN PER DWG# 428-9F
790.47 .:=----r,.,J,
EXIST. A/C WALKWAY
TO BE REMOVED
REMOVE TWO EXIST.
PALM TREES
190.00 8
189.00 TF
197.02
190.00 8
189.00
REINFORCED CONCRETE @ RETAIN/NC WALL TrPE I
PER SORSO C-!!A.
90.(fo TW
190.00 BW
189.00 TF
~-EXIST . GRATED INLETS
PROTECT IN PLACE
202.2
RELOCATE EXIST.
PARKING LOT LIGHT
TO BEHIND NEW
SIDEWALK
\
PROPOSED 12" WATER
MAIN PER DWG# 428-9F
EXIST. CUR
OR DRIVEWA
X 206.6
ADJUST EXIST. ELECTRICAL R
HANDHOLE TO NEW SIDEWALK
GRADE >
PO 0
'\
I
,RELOCATE TWO EXIST .
( 'IRRIGATION BOXES I I . '
I I
I I
I
I 1 2()9 .5
'
Q X 211 .8 Q
I
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X 21 1.7 -I
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I Q X 21tf
203.7
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71
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01
NI I
X
.
211.2
--+ I I
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209.9
ENGINEER OF WORK
EXCEL ~
LAND PLANNING • £NGIN£ERING • SURVEYING
·HO STAT£ PLAC£, £SCOND/DO, CA 92029
PH (760)745-8118 FAX (760)745-1890
21
Ad?o_L-
ROBERT D. DENTINO
1/19/2012
DATE
RCE: 45629 EXP: 12/31/12
1 . ::, I
I
____j
I
-
10
_.,_
_l__
~
N
l
i
V '?10
EXIST. 6" WATER MAIN
PER DWG# 428-9
' o\
~-~v 218.2
Q
215 ,t----
1-----, === -------
215.4
¥--;rule-¾' I
I
-----i
I
I
I
I
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I
I
I
217.5
FOR ONSITE PUBLIC
WATER & SEWER MAINS,
SEE DRAWING 428-9F
X 219.1
' \
' \ O · \
\
I
I
2 -.. ~~, 227.8
0. I
I
I
/
X 8.8
SCALE: 1 "=20 ' ---
\
\
- ---0 20 40 60 80
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
RE VIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD ~
1---1---t-----------------t----;----t---r---; ~~==0=~:::::::LA::N:::D:::::D:::EVE:::=L:::O=P:::M:::EN=T=E=NG=l=N=EE=R=IN=G=::::'....:~==9=:::;
GRADING PLANS FOR:
DA1E INITIAL DA1E INITIAL DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD RANC H, P.A. NO . 5
(MARBRISA -PHASE II)
APPROVED~ .i( "2i,,, M GLEN
ENGINEERING MANAGER PE 41204 EXPIRES 3 31
DWN BY: MK PROJECT NO.
CHKD BY: ~,..; CT 03-02 RVWD BY:
K. VAN PESKI
~z_ 130 rr
I DRAWING NO.
428-9G
022712
C ..... :E
OG)
O.;:,.
-N ..... 00
c.o ch
G)
. ·~ -<' '-, "t-,;
I "'·
~
~ '
SCALE 1 ": 50' ---- ---0 50 JOO 150 c'OtJ
''I,' ,,
' '," VI' =--l -_:;;__,..... __ -J ,
ENGINEER OF WORK
EXCEL E1IGt EHl'IG
LAND PLANNING • ENGINEERING • SURVEYING
440 STATE PLACE, ESC0N0I00, CA 92029
PH (760)745-8118 FAX (760)745-1890
/4/qo~
ROOERT D. DENTINO
RCE: 45629 EXP: 12/31 /12
1/19/2012
DATE
\
I • I 1/
STORM DRAIN
INDEX MAP
RCE ""'· -----
REVIEWED BY:
INSPECTOR
DATE
DATE
fsHEul CI TY OF CARLSBAD ~
i-------t---t-------------------ii---+--+---l----1 ;:L22_j:==1 ::::::'._::::=L=A=ND=D=E=VE=L=O=P:::::M:::EN=T==:EN:::::G:::IN:::E::E::::R:::IN:::G=~~==g===:
GRADING PLANS FOR:
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRI PTION OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -PHASE II)
STORM DRAIN INDEX MAP
APPROVED:
DWN BY: MK PROJECT NO. DRAWIN G NO. ~~g ~~~ ,:;,v CT 03-02 428-9G
022112
0
..I, ::E
.... C')
0 ~ .... 1\,)
.... 00
(0 I (0
C')
+
+
+ +
190
RIP RAP PER 'SO 0--10
&E 2. T=f. 1; a.ASS
NO. 2 BACK/M O>ER f.0'
FIL TER SLAM T OF !/-I'
CRAvEl..
180
-127oPi-
lE=18J.0,f HG'.
170
NO
1
1-
5
6
7
8
1
1
1
1
1
1
1
1.J50-0
LIEA I
1H LFtF#J" •S=ra
1)100-56.22 O'S
/1100-7.85 FPS
1+00
82.
I.J50-0 •
1)/00-53.
/1100-,.
PRIVATE STORM DRAIN DATA
OELTA 'BRG RAO/US LENGTH REMARK
-15.00'" .JJ.57' -18' RCP 1J50-0
N8776'.J9T 4. ,f8' -18' RCP 1J50-0
N8776'.J9T 82.06' -18' RCP• 1J50-0
N07'J7'of.T 108. 16' J6' RCP' 1J50-0
,j= J57 ,f ',f,B' 200.00' 123.0J' J6" RCP' 1J50-0
N-12'51'52T 57. 12' J6" RCP• 1J50-0
N77'J6'(}2"/Y 1-7.70' 12" HOPE•
N0777',UT 22.50' 12" HOPE•
N82'22'56'1Y 6.51' 8" HOPE'
N-17V8cJ8"/Y 9.60' 8" HOPE'
N0774'55T 88. 62' 24" HOPE'
N06'J9'.JOT 104.08' 24" RCP• 1J50-0
'1=9J78'.J2" 22.50'" J6.64' 24" RCP' 1J50-0
N86'J9'(}2"1Y 21.58' 24' RCP' 1J50-0
N8174'51 "IY -17.-19' 8" HOPE•
N86V0'1-4T 5.12' 8" HOPE'
N0776'25T 17.00' 8" HOPE•
N09'J6'1-J"IY 51.81-' 8" HOPE'
N02'-IJ'21 "IY 16. 47' 12' HOPE
N27"J1'1-7"1Y 28.-18' 12" HOPE
N1J'-18'o6T 11-5.90' 12" HOPE
NJ5'21'l4T 160. 15' 12• HOPE
N02'-IJ'21 'IY lJ.85' 12" HOPE
N1-2'2J'1-9T 29.97' 12" HOPE
N01'J5'.J4T 15I.J5' 12• HOPE
'1=10'28'.J9" 587.77' 107. ,f8' 12" HOPE
N04'27'15T 16.98' 12" HOPE
• USE WATER llCHT JOINTS
SLOPE
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.99%
1.00%
71.!8%
85.9-1%
0.50%
0.50%
0.50%
0.50%
1.50%
12.28%
1.00%
1.00%
5.85%
5.85%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
0.62%
"USE SHORT PIPE LENGTHS HfTH BEvf'LEI) JOINTS TO 061A/N CURvf'
+ +
'1 84 .'24 TW +
179.24 BW IE +
+ +
+ + + + + + + +
+ CONSTRUCT WING TYPE
+ +HEADWALL PER SDRSD D-35
+
+ WITH WING MODIFICATION AS
+SPECIFIED ON THIS DETAIL.
PRIVA SO LINE A 1 TO A-3
ORIZONTAL SCALE 1":40'
VERTICAL SCALE ":8'
£")(!ST. CROI.I, 'O ti PIPE C/2.
PROPOSED ~ WO (J PIPE C/2.
----------
5+1 .91
RIM= 19. 9J
£")(!Sll, C JO" HOPE ST,
"HOPE 11, ORAIN 0/IC NO. -128-~ -----+--!. =179.8,f ---+-----------------
OPOSEO 6" pi,r;
SE~R LATERAL
3 00
\__ P, OPOSEO 8" pir;
~MAIN
288.Jf
a:;ar
80 O'S
"1'(.l'J-6.,f/JFPS
USE T/611T .DNTS
4 00
EXISTING DRAINAGE ~ /
DI TCH PER DWG . 428-9A
>/ / ,,....,,,
0
5 00
200
190
180
190
12" HOPE
IE=18J.6-I
180
170
88.62 LF tF 'I Ht1FE •s-a
1)100-1-1. 19 O'S
/1100--1. FPS
USE llfA 1EH T .DNTS
1+ 0
~ / J
~
CONSTRUCT STRAIGHT
HEADWALL, TYPE B PER
SDRSD D-32 IE=179.23 /~
/,-.
BIO-RETENTION --""'"r
SWALE PER DETAILS
ON SHEET 19 . 1/
CONSTRUCT STRAIGHT
HEADWALL, TYPE B PER
SDRSD D-32 IE=179 . 13
DETAIL OF SO LINE A-36
SCALE 1":2o'
CONSTRUCT 12" AREA
f DRAIN GRATED INLET
TG=188.85 IE=184 g,sid~:;,;;;;<?A~
_,,, ,,-;, /
CONSTRUCT 12" ARE
DRAIN GRATED
T9=189
./4 1+00.0
CONSTRUCT WING TYP
HEADWALL PER SDRSD
\.
,, I / ,,,_, ~ 6
/ 1,r
s (RUcT 24"X24" ~
ROOKS BOX GRATED INLE
TG=189 .16 IE=185.1
''? \(;I"
CONSTRUCT 24"X2 1+75.20
BROOKS BOX GRATED !NL ·ccx-.JSTRUCT 24"X24"
BROOKS BOX GRATED INLET
TG=189 .52 IE=185.63
TG=1
/ CONSTRUCT 12" AREA
DRAIN GRATED INLETx.,.,'/4'/. 1+50 .70
TG=1 89 . 05 IE=186. "
, .
. CONSTRUCT 2 4" X2 4"
•· A 65 BROOKS BOX GRATED INLET y!LL" TG=189 ,40 IE=185.40
CONSTRUCT 24 X24
1/ " ....,:__< /BROOKS BOX GRATED INLET
TG=189.05 IE=185.20 /
2 00
PRIVATE SO LINE A-TO A-5
H ZONTAL SCALE 1 : 40'
TICAL SCALE 1• 8'
0.76, a.EAR 2+99.20 BC ) ~
IE=180.81 ,.. ~ ~
PROPOSED • P/,t;' °" s:; "'
SEfffi MAIN ~ ~ ~ I-PROPO.
6" pir;
162.
PR/VA TE -;. ,It ~ WW "":i ~ -..;:: ~RLATERAL I
~LIE~""A~5~==s==---+,,1_---1 (/)
LF (F 2-1 HCP f '.J50-IJ w •s-a:;ar w
1)/00-IJ.29 O'S Cl)
/1100--l.2J FPS
IIIA!EH T/611T .DNTS
3 00
PRIVATE SO LINE A-1 TO A-12
H ZONTAL SCALE ": 40'
VERTICAl SCALE 1 : 8'
190
PROPOSED 12•
P WATER MAIN
180
PR, 'OSEO 8" Pir;-++-~
SE~RAIA/N
170
HG'.
LIE -11
-17. 70 LF 12• HtJF£
•s-WK
l)1oo-Q O'S
/lloo-J FPS
USE JIM 1EH T .DNTS
1+00
PR, 'OSEO 6" P/,t;'
SE. LATERAL
(F 12 HtJF£ S-1.()()K
71 O'S
92FPS
T/611T .DNTS
CONSTRUCT 12" ARE
CONSTRUCT 24"X24"
BROOKS BOX GRATED INLET
TG=194 .54 IE=190 .54
WING TYPE HEADWALL PER
SDRSD D-35 WITH MODIFIED
APRON AND WING WALLS AS
SHOWN HEREON
EXIST. 30" HOPE PIPE.
CONNECT TO NEW CLEANOUT.
5+18.91=2+42.85 18 .95' RT
MARBRI SA CIRCLE
CONSTRUCT SD CLEANOUT TYPE
-B5 PER SDRSD D-10. TIE INTO
EXIST . 30" RCP.
)1-. t I
4.50'
9.00'
LIIIE A-1 48" RCP R=45 '
0100=56.22 CFS
Y100=7.85 FPS
.
0
0
~
PRI 'ATE SO UN A-13
ORIZONTAL -·· 1 ,·: 40'
VERTICAl SCALE ": 8'
PROPd5EO CROUNO ,
(J PIPE C/2.
190
EX!. V,NC CROUN0 _71--HQ. ---
(J PIPE C/2. ffl--_ _ '
1 ¥/OPOSEO 12•-ttlt---o
P, /YATER AIA/N
180
-
I
•
I"--.,._ PROPOSEO 7 •
pir; FIRE LI. 'E
LIE A· IJ
-17. #I LF CT • HtJF£
•s-1.
/)1oo-QJI. O'S 1----+----.-c+-..-----+---JI ··'ll,·r,i. ·'2,#1+1,q.:;-. "!S'----1 1+00
0.50%
USE WA!EH T.DNTS
MODIFIED WING TYPE
HEADWALL PER SDRSD D-35
WITH ELONGATED APRON AND
WING WALLS. SEE WING
TYPE HEADWALL DETAIL AT
FAR LEFT.
+18LJ2 rw +
+ 179 .22' BW
·182.62 TW
+ 179 .22 BW +
~ . 1+93.07=1+00.00 LINE A-13
CONSTRUCT SD CLEANOUT
TYPE B5 PER SDRSD D-10
PORTION OF PRIVATE SO LINE
SYSTEM A
SCALE 1": 40' BI 0-RETENTI ON
SWALE STA 8+96.90
=END OF MOD IF I ED
HEADWALL
9'X15' RIP RAP PER SORSO 0-40
&E 2. T=t.1; ROCK CLASS
_,. +
+ • <X)
~
179.35 TW
+ +
+
+
+179.81 TW + +
+ + 17!t . 17 .BW +
"irtP RAP PER sbRso 0--10
&E 2. T=l.!; ROCK CLASS
NO. 2 BACK/NC Ovf'R 1. O'
FILTER BLANKET OF f/4 "
CRA vf'L.
CONSTR
BROOKS BOX GRATED !NL
TG=189.55 IE=185.
✓ci,j
CONSTRUCT SD CLEANOUT
TYPE A4 PER SDRSD D-9
SCALE: 1"=40' ------ -0 40 80 120 160
9'X15' RIP RAP PER SORSO 0-40
T/'PE 2. T = f. 1; ROCK a.ASS
Na 2 BACK/NC 01,ER 1.0'
FILTER BLANKET OF 1/•f"
..,;.zc...-CRAm.. ----A
.
0
'°
EXTEND RIP RAP 2' UP
ADJACENT SLOPE/
EARTHEN BERM AND
CONTINUE TO SWALE
STA 8+73.44 @ HEADWALL DETAIL
NTS
48" RCP
SECTION A-A NO. 2 BACK/NC O>ER 1. O'
NTS FILTER BLANKET OF 1/1-'
CRA m..
RCE ---EXP.----DATE
REV !EWED BY:
INSPECTrn DATE
ENGINEER OF WORK
\'fESS/lllt;>
D. D~&~
~~
CE No. 45629 f5 ~
~ CITY OF CARLSBAD ~
l----t----+----------------t-----1---+--+----I ~lE_J==2='..':::::::::::LA=N:::D:::::::D:::EYE:::::::::L:::O=P:::M:::EN=T::::::E::NG:::1::N:::EE:::R::IN=G::::::::::'_':~==9~
EXCEL GRADING PLANS FOR:
PCC STRAIGHT-~-
HEADWALL, TYPE B~
PER SDRSD D-3
EXTEND RIP RAP 2'
UP ADJACENT SLOPE/
EARTHEN BERM AND
CONTINU: TO SWALE
STA 8+73.44 LAND PLANNING • £NGIN£ERING , SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-B11B FAX$ (:✓-1B90
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -PHASE II)
STORM DRAIN SYSlEM A PLAN &: PROFILE
WING TYPE HEADWALL DETAIL
AT OUTLET OF LINE A-1
NTS
L~cJ. 111912012
ROOERT O. DENTINO DATE
RCE: 45629 EXP: 12/31/12
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
APPROVE~ yd, M GLEN
ENGINEER ING MANAGER PE 41204 EXPIRES 3 31
DWN BY:
CHKD BY: ....f:.c=_
RYWD BY:
PROJECT NO.
CT 03-02
K. YAN PESKI
~~/2i 13 DATE
I DRAWING NO.
428-9G
\
022112
C .... :e
"' G')
O,i:. .... "' .... 00
(0 (0
G')
a::
0 LL.
N
_________ J:1------------
5 00
I 209 .28
' f ' I If. ' \
)~( f / " ~ ~· I I I I
\./If /-If.~
~ 1 1~ /f 11
I / f , I-' I I r\ \ \ ,f'. -....,. ( I ,,r ' I
/ \ ~ ~
--+---+-t:l\ I BIO-RETENTION BASIN . SEE \ \.-'\ /e f \
SECT ION IMP IV ON SHEET 1 1 / e ; f
19 FOR ADD ITIONAL DETA ILS '-,-/ < 1 j_.1 f / f /
209 . 118 IE _/t /
BIO-RETENTION BASIN DETAIL
SCALE 1":10'
I
I
6 00
PRIVATE SO LINE SYSTEM C
SCALE 1 ": 40'
---- -- -0 40 80 120 160
7 00
CONSTRUCT 12 " AREA
/ DRAIN GRATED INLET
TG=190.18 IE=181 .73
SCALE: 1 • =40 '
CONSTRUCT 12" AREA
/ DRAIN GRATED INLET
TG=190. 18 IE=183 109
8 00
I
I
CONSTRUCT 12" AREA
/ DRAIN GRATED INLET
TG=190.24 IE=183 .79
CT SD CLEANOUT
PER SDRSD D-10 ==
I
)~ □ 0 /G9c..---.;~
I
I
I CONSTRUCT 12" AREA
DRAIN GRATED INLET
TG=190 .18 IE=184 .50
180
CONSTRUCT 12" AREA ~A
/ DRAIN GRATED INLET
TG=189 . 14 IE=185 .80
I
-
n . -
'-"C~O~NS,>,JT~R~UC"'-T'----'15,,2_" _,:A~RJC,cEA~..(5/
DRAIN GRATED INLET
TG=194 . 13 IE=186 .39
I
\ ,
I I +
I
I CONNECT TO 12" HOPE POOL
AREA DRAIN SYSTEM . SEE
EET 15 . IE=184 .05 ' 1-1----Ji \,
CONSTRUCT 12 AREA I
DRAIN GRATED INLET I / I \
TG=191 .4 =IE=~, 3 . 191 r a '.I
9+44.06 ·;'
CONSTRUCT 24 X24 ·
BROOKS BOX GRATED INLET
TG=190 .07 IE=186 .07 --/
' .;;,
I .
7+84. 18
CONSTRUCT SD CATCH BASI N
TYPE G-1 PER SDRSD D-8
TG=191 .05 IE=183 .62
;
1-,J
+85.48=1+00 .00 LI NE A-14
ONSTRUCT SD CATCH BAS IN
YPE G-1 PER SDRSD D-8
.53 IE=184 . 11
191.35 TC
1.42.59=16+24.19 12.96' RT
COLUMBUS CIRCLE
1 CONSTRUCT SD CURB INLET
04H->Hr,,' TYPE A-1 PER SDRSD D-1 L=11 '
PORTION OF PRIVATE SO LINE
SYSTEM A
SCALE 1 ": 40'
190
180
NO
' 2
3
4
5
IS
7
8
9 ,,
' ,.
!. ,, ,,
I.
' I.
!
~
a>.i1
~
2,
~
2;
~
3
(Jj
i'.d
~
PRI ATE SO UN A-14
HORIZONTAL SC 1":40'
','ER11CAL SCALE ": 8'
·---t-PROPOSEO !2' P
WAlFR lolAIN
... "' .,_ '11 .._"' -l--+---LIE A -I
.U60LFCF "IO'E' t1s-a
()1()().22
VT()().2
1+00 l/SF WAlEH
STORM DRA IN DATA
OELTA/BRC RAO/US LENGTH REMARK
N57V522'W --88.33' 24' HOPE'
N52'5!'/9T --23#.98' 24' HOPE'
N47'5425T --89.95' !2' HOPE•
N34:22'l2'W --99.54' !2' HOPE'
N!8V2'l7'W --56.54' 8' HOPE•
N5977'l8T --38.50' !2' HOPE•
N57'5427'W --2!.!4' 4• PERF PIPE
N5476'.5!T --29.53' 5• HOPE
N69:J5'l8'W --26.43' 12• HOPE
N3!7!20T --35.55' 12• HOPE
NJJ"JO'MT --9.84' 4• PERF PIPE
N78"J0'48T --!!.08' 4• PERFPIPE
N55V0'48T --16.05' 1• PERF PIPE
NJJ"JO'MT --fl. 40' 1• PERFPIPE
N!!VO'MT --20.93' 1• PERFPIPE
N!!:29'!2"W --!J. 7!' 1• PERF PIPE
N33'59'!2"W --5.27' 1• PERF PIPE
N!!VO'MT --J. 40' 1• PERFPIPE
N56V0'48T --9.66' 1• PERFPIPE
N78:J0'48T --7.18' 1• PERF PIPE
N/!¥7'J3"W --46.52' 6" HOPE
N28"58'ofi'W --!J.87' 1• PERF PIPE
N2672'!7T --12.12' 1• PERFPIPE
N02V927T --!9. !9' 12• HOPE
N/2'50'J3"W --135.85' 12• HOPE
N87'50'J3"W --70. !!' !2" HOPE
N69"J927T --70.5/' !2" HOPE
N37V82!"W --7#.90' !2" HOPE
N07'5!'J9T --99.80 ' 12• HOPE
N447/'o5"W --80.05' !2" HOPE
N2!¥/'o5"W --77.38' !2' HOPE
N27V7'o7"W --/7. 40' 12• HOPE
N49:J7'o7"W --!28.68' 12• HOPE
N247/28"W --!9!.56' 12• HOPE
' USE WA !FR llGH T JOIN TS
RCE ---
REVIEWED BY:
INSPECTffi
SLOP£
0.50%
0.50%
1.00%
0.50%
!.00%
0.50%
0.50%
1.00%
10.73%
!.95%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
!00%
!00%
!.00%
!.00%
!.00%
1.00%
!.00%
1.00%
1.00%
1.00%
1.00%
EXP .----DATE
DATE
ENGINEER OF WORK
~ CITY OF CARLSBAD ~
l----l------+----------------l--------l----1----1----1 ::~==3='...'::::::::::LA=N=D=D=EVE=L=O=P=M=EN=T=E=N=Gl=N=EE=R=IN=G=::::'....:~==9=
EXCEL ENtll FPIIG
LAND PLANNING • ENGINEERING • SURVEYING
440 STA IE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
Aroa~ 1/19/2012
ROBERT D. DENTINO DATE
RCE: 45629 EXP: 12/31 /12
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGlNEER OF WORK REVIS ION DESCRIPTIO N OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -PH ASE II)
STORM DRAIN SYSTEMS A &: C PLAN &: PROFILE
APPROVED~ )(24-n M GLEN
ENGINEERING MANAGER PE 41 204 EXPIRES 3 31
OWN BY: PROJECT NO. CHKD BY:
RVWD BY: CT 03-02
K. VAN PESKI 't/4,/Jz
13 DAT£
I DRAWING NO.
428-9G
022112
0
-:E c.., G')
0~ -~
-0) (0 I
<O
G')
200 ~ <::,
----
,. '\ 8' HO. l:
180
'\ IE=l8f25 / ' ~ '---mf 0.26' CLEA
~ ~ ~ ~ ~ ~ % ~ i2 ~ ~ ~ % % ~ ~ :::: ,-.; N ~ ~ N
~ .., ::::: N N N ::::: N :::: <>:i ::::: :::: ,-.; ~ LIEB-2 ;(; '<S ::::: "i ~ ~ .., ~ "" ,:!; ~ ~ ") ~ ~ ;t "' ~ ;!; ;t 100.26 lF CF 2-1• HCP "' ;(; 'S "' "' 'S 'S 1~~~.:aar-
USE=~~ 1S
LIEB-I
PRIV TE SO Lit£ 8-1 TO
IZONTAL SCALE 1N:40'
ERTI CAL SCALE 1":8'
PROPOSED 6' Pl,f;
SE/1£R LA TFRAL
~
~ ~
~ ~ N <::, ::::: .... ~ !!'. "'
--PROf'OSEITPRl0i!F -
6 • pi,r; SE/1£R LA TFRAL
12• HOPE
IE=181.61
8' HOPE
~ IE=177.86 ~ ~ N
::::: [>;, ~ ~ ~ ~ ~ 'S "'
~ ~ "' N~ o; ....
-;. ~ .... "'
-7
-------
18' HOPE
IE=/81.84
\.) :;i ;.~~
C(i ~ N "i I [>;, ~ [>;, i ~ ~ ~ ~~~ !£j " .,., <::, ....
'S 9;: "' -;. ~ ~Sl .,., 'S
"' !l5 "' cc -~ ~ ~
"
~
'<S !
lll
[>;, ~ ~ ~ <::i "' '<S ./:;
----
PRQ<\ '5£l) PR//1,4 !F-----....,
6' pi,r; /1£R LA!FRAL
12 HOPE ~ ..... :-.s ~
IE~ 78.58 ~ "i I S>i ~ ~ ~ ~
lll ~~~ "'~-s [>;, ~ ~ ~!< ~ ' ~ 'S ~ ~ ~
"
160 ,-....---t----+-..,,'7.62-t:F-<Y"--2-l"-HCP-f.;5()'-lt-1---i======~~~~c.======:!-1 i:.=-=-=-=-=-=-=-=-=-=-=-=-::..t--tj-:::_-::::._-::::._-::::._-::::._-;:_-::::._-::::._-::::._-::::._-::::._~r-t::=::::l===~ ti ~!KW 17r1.50 1J50-0 ,-169.BJ lF CF ,u• HCP 1J50-0
()100-10.(J(J CFS !KW ti ~!KW
VIOO-.J..H FPS 1(»,<6.80 CFS 11-./ LIE 8 _5 ()100-,1. -17 CFS
85 FPS VI00-25.J FPS
Rt, RAP PER SORSO 0-40 USE T .DlllS 77.86 lF I 2-1" HCP 1J50-0 6-1.10 lF CF 2-1" HCP 1J50-0 USE WATER1161/T .DlllS
l: 2. T=0.6; ROCK CLASS NO. 3 ti iS'-Q!KW ti ~!KW
BA 'KING 0/tf"R 0.6' RLTFR BLANKET ()100-5.66 CFS ()100-5.66 CFS
OF 3/16' GRA ltf"L. 111 20 FPS Vfoo-.J.20 FPS
CONSTRUCT 24"X24"
BROOKS BOX GRATED INLET
36" SLOPE FLOOR TO
RISER OUTLET
8" HDPE RISER PIPE
8" HDPE ELBOW
8" HDPE LATERAL PER PLAN
RISER PIPE DETAIL
NTS
+ 17tf.61 ·•rw +
+ 1'6.368
+ + 180.86 Tl\' +
17 ·.36'"8W + +
+
+ + + + + + + +
+ 179.01 TW +
"'~1 BW
176.80 TW
180.71 TW +
+ 17q_.31J3W + +
+ f'77 . o'tl rll'
+
+ + +
_ + 176. 11 BW +
RIP RAP PER SDRSD .__ 0.75
D-40 TYPE 2. -......______ --,.,~--
T =0. 6' , ROCK CLASS --------
NO. 3 BACKING OVER CONFLUENCE WITH
0.6' FILTER BLANKET FLOW FROM STORM
OF 3/16" GRAVEL. DRAIN SYSTEM A
+
+
WING TYPE
HEADWALL PER
SDRSD D-34 WITH
MODIFIED APRON
AND WING WALLS
AS SHOWN HEREON
RIP RAP PER
SDRSD D-40 TYPE
2. T=0.6', ROCK
CLASS NO. 3
BACKING OVER
0.6' FILTER
BLANKET OF
3/16" GRAVEL.
CONSTRUCT 24"X24 "
I
S BOX GRATED INLET
9~6 IE=.185 .61
~\
I ~ NSTR UCT 24"X24"
6.00' -0
0 -
-0:,
0 -
WING TYPE HEADWALL DE TAIL
AT OUTLET OF LINE B-1
A
0 HEAD WAL L DETAIL
NTS NTS
USE WA 1161/T .DlllS USE WATER1161/T .DlllS
24" RCP
PRIVAlE SO LINE S'fSlEM 8
SCALE 1": 40'
CONSTRUCT 24"X24"
BROOKS BOX GRATED INLET
TG=189.52 IE=185 .52
CONSTRUCT 24"X24"
BROOKS BOX GRATED INLET
TG=189 .75 IE=185.7
CONSTRUCT 24"X24"
CONSTRUCT 24"X24
BROOKS BOX GRATED·
INLET TG=189.59
-59
--r,::,, ~
CONSTRUCT 12" AREA
DRAIN GRATED INLET
TG=190 .34 IE=185 .42
MODIFIED WING TYPE HEADWALL PER
SDRSD D-34 WITH ELONGATED APRON
AND WING WALLS . SEE WING TYPE
HEADWALL DETAIL AT FAR LEFT .
f
SECTION A-A
RIP RAP PER SDRSD D-40 TYPE 2 . T=0 .6 ',
ROCK CLASS NO . 3 BACKING OVER 0 .6'
FILTER BLAt-l<ET OF 3/16" GRAVEL . NTS
200
PROPOSED PR/VA 1F
6 • pi,r; SE/1£R LA TFR1L
I
8' HOPE
IE=18J.25
8+56.60=14+30 .71 11 .00 ' RT
COLUMBUS CIRCLE
ONSTRUCT SD CATCH BASIN
. YPE G-1 PER SDRSD D-8
G=189 .79 IE=180 .04
;-ONSTRUCT 12" AREA
AIN GRATED INLET
TG=195.93 IE=185 .24
SD CLEANOUT
PER SDRSD D-10
. 3
CONSTRUCT 12" AREA
DRAIN GRATED INLET
TG=190 .00 IE=187 .00
f
SCALE 1 ": 40 '
180
160
190
NO
1
2
3
I
5
6
7
8
9
1,
1
!.
,:
l<
,:
1,
1,
1,
1 ,
2
7
l?J ,,
,,
I?
k'-2
IJi
.1
(J,1
@
I,
J:.
PRIVA SO Lit£ 8-11
HORIZON AL SCALE 1N:40'
VERTIC L SCALE 1N:8'
1+3-1.35
CONSTRUCT 24"x24'
BROOKS BOX GRA !FO
INLET TC= 189. 79
EXIST GROUND
CONS1l?IJCT SO
CLEANOUT TiPE B5 HGL
BROOKS BOX IE=/8. 79
12• WA!FRLINE
8' HOPE RISER PIA I
SEE RISER DETAIL OW
PER SORSO 0-10 µ-1::=f-8'SE/1£RUNE
8' HOPE ELBOW
LIEB-11
Jf.02 lF CF a• /Ill'£
ti S-200I
()100-0.IJ!I CFS VI00-255 FPS
1 USE WATER1161/T .DlllS 2
STORM DRAIN DATA
OELTA/BRC RAO/US LENGTH REMARK
&=, 357 0 '08 • 45.00'** 27.62' 24' RCP 1350-0"
Nl4V0'51T --100.27' 24' RCP 1350-0"
N29':J9'J7'W --!!.82' 21• RCP 1350-0*
,!J=,28¥9'18' 118.00' 7-1.45' 24' RCP 1350-0 *
N58'28'55"W --8-1.23' 24' RCP 1350-0*
N58'28'55'W --77.86' 24' RCP 1350-0*
N69¥9'J2"W --13. 18' 24' RCP 1350-0*
,!J=,1271'o7' 150.00' 31.90' 24' RCP 1350-0*
&=,On5'45" 150.00' 19.01' 24' RCP 1350-0*
,!J=,27'57'!!' 150.00' 73. 18' 24" RCP 1350-0*
&=, 2 3'43'25" 150.00' 62. !!' 24' RCP 1350-0*
N37':J1'20T --3-1.34' 24" RCP 1350-0*
N20'2270T --78.39' 18' HOPE*
N20'2270T --9.35' 18' HOPE*
N20'2270T --33.,(J' 18' HOPE*
N28¥0'55"W --38.00' 8' HOPE*
N!4'51'J2'W --34.!0' 8' HOPE"
N25¥2'12T ---1.66' 12• HOPE*
NJ6'50'.56T --J0.99' 8' HOPE*
NOO'/J2'!4"W --f-1.38' 18' HOPE*
N12':JO'JoT --18./6' 12' HOPE*
N75'/J8'28T --28.81' 12' HOPE*
N28¥5'15'W --7.81' 12• HOPE*
N69':J7'50'W --,(J_,f8' 8' HOPE*
N69':J7'50'W --37.!4' 8' HOPE*
N61'/J8',f{J'W --38.00' 8' HOPE*
N45'55'1o·w --92.8,f' 8' HOPE*
N61¥7'J2'W --92.84' 8' HOPE*
N62'21'ol'W --83.55' 8' HOPE*
,!J=,10'24'52" 140.00' 25.45' 8' HOPE*
N51 '56'o9'W --68.02' 8' HOPE*
N8J'OJ'51T --18.34' 8' HOPE*
NJ8'/J3'51 T --22.07' 8' HOPE*
N78¥9'J9T --88.8,f' 8' HOPE*
N66Wl'!!T --69.6,f' 8' HOPE*
* /JS£ WA !FR llGHT JOINTS
,. /JS£ SHORT PIPE LENGTHS Hf!H BE/tf"LEO JOINTS TO OBTAIN CIJR/tf"
ENGINEER OF WORK
EXCEL ENGIIIEERMJ
LAND PLANNING • £NG/NEERING • SURVEYING
440 STA TE PLACE, fSCONDID0, CA 92029
PH (760)745-B11B FAX (760)745-1B90
~o~ itosooo.oooiNO
1/19/2012
DAJE
RCE: 45629 EXP:12/31/12
SLOPE
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
10.58%
1.00%
83.95%
2.00%
24.96%
2.00%
1.00%
86.36%
12.89%
13.58%
5.95%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
PRIVATE SO LI 8-14 TO 8-15
HORIZONTAL sfiALE 1 ": 40 '
VERTI CAL ALE 1N:8 '
1+52.16 'CT 24'X24'
BOX GRA!FO
/NL£ TG=/89.59
200
180
190
CONS TR/JC TJ SO CATCH
BASIN TiPE G-f PER
SORSO 0-8 TG=/89.78
CONS1l?IJCT SO
CLEANOIJT TiPE B5
PER SORSO 0-10
HGL
C 8-15 LIEB-I-I
-18.16 lF CF 12" /Ill'£ 28. I 12" /Ill'£
1
ti S-200I
()f(J(Je(J. 78 CFS
VIOO-.J.97 FPS
WA TER1161/T .DlllS
8-17
ti 1.00I
()t. 78 CFS
111 97 FPS
USE WA T .DlllS
2
HOR IZONTAL SC
VERTIC AL SCAL
1N:40 '
1 N : 8 O
190 PROPOSED GR, WO
170
18" HOPE
I
LIEB-17
tlS-128!/K
()100-0.JJ CFS
VI00-2 77 FPS
WA TER1161/T .DlllS
PR IVATt SO Lit£ 8-19
HOR IZONTAL SCALE 1N:40'
VERT! AL SCALE 1•:a'
12• WATERLINE HG!.
J8.(J(J lF CF a•
ti s-5.
()100-0.66
VIOO=.J.81
USE WA TER1161/T
0 120 160 ~ CITY OF CARLSBAD I SHEETS I
1----1----+-----------------+----+---+----+------1 l...]__±J LAND DEVELOPMENT ENGINEERING 19
.-----------------1--1-I _______________ I __ I_I __ I_I ~G=RAD=I=N:::.G..'::::::PLAN==s=FO=R:=-========::::'...'===:
40 80
•As BUILT•
RCE EXP .----DATE
REVIEWED BY:
DA TE INITIAL
DATE INSPECTOR '------------------!ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
D1HER APPROVAL CllY APPROVAL
CAR LSBAD RANCH , P.A. NO. 5
{MARBRISA -PH ASE II)
STORM DRAIN SYSlEM B PLAN & PROFILE
APPROVEDJlz X'l.b Af GLEN K. v¢d~K1
ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DATE
DWN BY: MK PROJECT NO. I DRAWING NO.
cHKD sY, ?w CT 03-02 428-9G RVWD BY:
022712
C
...I, ~
.i=,. C')
0.,:. ..... ,..,
..II, 00
(C I
(C
G')
NUMBER BEAR/NC 0/STANCE SLOPE NUMBER BEAR/NC
l! NJ7V8'!!T !9.8J' 2.00% LJ7 N07V8'2!'1r
L2 NJ7V8'!!T 7.59' 2.00% LJ8 N52'5!'J9T
LJ NJ7V8'!!T 7.75' 2.00% LJ9 N52'5!'J9T
L,f. NJ7V8't!T 9.97' 2.00% L,f.O N82V8'2f'lr
L5 NJ7V8'!!"E !.26' 2.00% L ,f.f N82V8'2t'lr
L6 N07'5!'J9T J.8!' 2.00% L12 N82V8'2!'1r
L7 N07'5!'J9T 5.J!' 2.00% L1J N5078'20'1r
L8 N07'5!'J9T 5.76' 2.00% L11 N07'5!'J9'1r
L9 N07'5t'J9T 11.7!' 2.00% L15 N07'5!'J9'1r
l!O N07'5!'J9T 9.J7' 2.00% L#J N52'5!'J9'1r
LIi N07'5!'J9T 11.89' 2.00% L17 N22'5!',/-9'1r
l!2 N07'5!'J9T 2aJo' 2.00% L18 N52V8't!T
l!J N07'5!'J9T 7.96' 2.00% L19 NJ7'5f',f.9'1r
LU N07'5!'J9T ,t.a29' 2.00% L50 NJ7'5f',f.9'1r
l!5 N07'5!'J9T 5. ,f.O' 2.00% L5! N07'5/',f.9'1r
l!6 N07'5!'J9T 1aJ9' 2.00% L52 N07'5f ',f.9'1r
l!7 N07'5!'J9T 14.50' 2.00% L5J N52'5!',f9'1r
l!8 N07'5!'J9T 14.11' 2.00% L51 N52'5! ',f.9',r
l!9 N07'5t'J9T 5.62' 2.00% L55 N5078'20T
L20 N5078'20'1r 15.21' 2.00% L56 N26'29'2,t.T
L2! N5078'20'1r 8.-14' 2.00% L57 N82V8'!!T
L22 N5078'20'1r 4!.JJ' 2.00% L58 N82V8'!!T
L2J N5078'20T 68.J!' 2.00% L59 NJ7V8'!!T
L2,f. N82V8'2!T 17.65' 2.00%
L25 N82V8'2!T 9.6!' 2.00% CD~
L26 N82V8'2!T 7.79' 2.00% ,~
L27 N82V8'2!T 2J.82' 2.00% <( ~ ~
L28 N82V8'2!T 5.6!' 2.00% ~ i;:;
L29 N07'5!'J9T 6. ,f.O' il.84% W,t,;
LJO Nl8:JO'J6T IJ.J9' 2.00% ~ ~~ LJI Nl8:JO'J6T !.75' 2.00%
Nl8:JO'J6T 5.50' .... LJ2 2.00% ~ LJJ Nl8:JO'J6T 7.00' 2.00% --'<>
LJ4 Nl8:JO'J6T 6.00' 2.00% ¾,'5l,~
LJ5 Nl8:JO'J6T 8.65' 2.00% ~ ~~
~-i'i\ ~ LJ6 NJ7'5!'J9T 26. 4,f.' 2.00% °' LJ5
~
[,! ~ I;;
I <o~
I I {if~ I '" J ~ ~
~/
L/18
NUMBER BEARING 0/STANCE SLOPE NUMBER BEARING
L/06 N07'5!'J9T J.7J' 100.00% LIJJ N26'29'24T
L/07 N07'5!'J9T !.99' 2.00% LIJ4 N6J:JO'J6T
LI08 N07'51'J9T 4.00' 2.00% LIJ5 N07'5!'J9'1r
L/09 N07'5!'J9T 12.97' 2.00% LI.Jo N82V8'2!T
LIIO N07'5!'J9T 2.05' 2.00% LIJ7 N82V8'2!T
LIii N07'5!'J9T 4.67' 2.00% LIJ8 N5078'20'1r
Lll2 N2078'20T 8.09' 5. 7,f.% LIJ9 NJ7V8'!!T
LIIJ NJ9¥f',f.O'lr 2.87' 100.00% LUO NJ7V8'!!T
LIU NJ9¥f',f.O'lr 5.55' 2.00% LUI N81¥f',f.o',r
Lll5 NJ9¥f',f.O'lr 6.67' 2.00% LU2 N81¥f',f.o',r
Lll6 NJ9¥f',f.O'lr 4.12' 2.00% Ll1J Nl8:JO'J6',r
Lll7 NJ9¥f',f.O'lr !2.J8' 2.00% Ll,f.1 N7!'29'2!T
Lll8 NJ9¥f',f.O'lr 3.09' 2.00% LU5 N7!'29'2,t.T
Lll9 NJ7V8'!!T ago' 94.02% Ll#J N7!'29'2,t.T
Ll20 NJ7'08'!!T 3.99' 16.5,f.% LU7 Nl8:JO'.J6T
L/21 N52'5! ',f.g"[" 9.97' 2.00% LIM N!8:30'J6T
L/22 N52'5f',/-9T 9.#J' 2.00% LU9 N 71 '29 '24 T
Ll2J N52'5f',f.9T 8.90' 2.00% Ll50 N 71 '29 '24 T
Ll2,f. N52'5f',f.9T !. 7,f' 2.00% Ll5! N67'5!'J9'1r
L/25 NJ7V8'2!T J.6J' J2.97% Ll52 N67'5!'J9'1r
L/26 N52'5!'J9T 4.02' 18.84% Ll5.J N67'5!'J9'1r
Ll27 N52'5!'J9T !. 19' 2.00% Ll5,f. N67'5!'J9T
L/28 N52'5!'J9T 5.2,f' 2.00% Ll55 NJ7'5!'J9'1r
L/29 N52'5!'J9T !5.9J' 2.00% Ll56 N67V8'2!'1r
LIJO N52'5!'J9T 2.80' 100.00% Ll57 NJ7V8'21'1r
LIJI N7!'29'24T 6.50' 28.07% Ll58 NJ7V8'21'1r
LIJ2 N26'29'2,t.T 17.18' 2.00% Ll59 N07'5!'J9T
0/STANCE SLOPE
l!.59'
1a17'
2.59'
2.7J'
6.82'
1.08'
2.12'
8.77'
!.92'
ta 4t'
4.88'
5.08'
8.80'
4.54'
7.8!'
!. 17'
4.58'
ao8'
2!.87'
2. ,f.9'
6.7!'
J.82'
ta8o'
8.09%
2.00%
100.00%
100.00%
8!.!J%
443.96%
J(j,,f.7%
55.71%
16.18%
2.00%
2.00%
J.79%
2.00%
2.00%
26.5,f.%
26.5,f.%
7aJ7%
151.15%
4.91%
2.00%
2.00%
2.00%
2.00%
FITN ESS CENTER
FF•1 90.74
j I
fG
cu___rr
"' I :tr
"1
I
I
/87.5-I
~I .....
/87.24 1£
L21
□
L/J(j
Lil
19. . 9 TC
18. '5 IE
fG
o.1~7 1£ aB·
88.07 /E
NUMBER
L60
Loi
L62
L6J
L6,f.
L65
L66
L67
L68
L69
L70
L7!
L72
L7J
L7,f.
L75
L76
L77
L78
L79
L80
L8!
L82
ACTIVITY CENlER
FF•190.TT
BEARING
NJ7V8'!!T
N52'5! ',f.g"["
N82V8'!!T
N82V8'!!c
N82V8'!!c
NJ7V8'!!T
N07'5f',f.9T
NJ7V8'!!'1r
NJ7V8'!!'1r
NJ7V8'2!T
N82V8'2!T
N82V8'2!T
N82V8'2t'lr
N07'5!'J9T
N07'5!'J9'1r
NJ7V8'2!T
N82V8'2!'1r
N82V8'2!T
N52'5!'J9T
N07'5!'J9T
N07'5!'J9T
N07'5t'J9T
N07'5!'J9T
0/STANCE
4.06'
2.11'
5.6!'
J.2J'
4..J6'
4.78'
13.29'
8.80'
!.59'
4.J,f'
!. 5,f.,
6.02'
!.66'
9.7!'
J.JO'
17.96'
3.5.0'
6.97'
7.8!'
4.1,f'
1.97'
8. 9,f'
8.81'
/90.22 ;[
tBJ.71
v 'e.
.76 /£
I
I
I \'ii \,I
II I,~ 1t
ii--~ \'if .
SLOPE
2.00%
5.19%
2.00%
2.00%
7.91%
2.00%
2.00%
2.00%
2.00%
15.,f.2%
2.00%
2.00%
27.85%
5.22%
!9.0J%
6.08%
8.IJ%
3.52%
2.00%
2.00%
2.00%
2.00%
2.00%
DISTANCE SLOPE MATCH LINE SEE SHEET 16 FOR CONTINUATION
9.19' 18.65%
4.21' J9.59%
I.JO' !OJ.OJ%
4.00' 78.86%
9.66' 2.00%
8.66' 2.00%
11.05' 2.00%
2.02' 2.00%
12.11' 2.00%
2.86' 2.00%
12.00' J.J9%
ta89 ' 2.00%
15.18' 2.00%
2a J2' 2.00%
,f.JJ' 2.00%
9.50' 7.91%
5.02' 2.00%
4.92' 2.00%
9.68' ta87%
1a17• 2.17%
!.75' 2.00%
4.J8' 9.J,f%
!2.7J' 2.00%
6.0J' 2.00%
7.50' 2.00%
2.19' 2.00%
2.51' 2.00%
~
SCALE 1 ": 10' ------0 JO t?O 30
LEGEND
40
0
!2'/1 HOPE STORA/ DRAIN PIPE
6'/1 HOPE STORA/ DRAIN PIPE
,f'/1 HOPE STORA/ DRAIN PIPE
6"/1 AREA DRAIN INLET
ENGINEER OF WORK
EXCEL ENGi EHWG'
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PL.ACE, ESCONDIDO. CA 92029
PH (760)745-B11B F~x
0
75-1890
~a 1/19/2012
ROBERT D. DENTINO DATE
RCE: 45629 EXP:12/31/12
NUMBER BEAR/NC 0/STANCE SLOPE
L8J N07'5!'J9T 9.00' 2.00%
L8,f. N07'5!'J9T 16.52' 2.00%
L85 N22V8'2!T 4.21' 2.00%
L86 NJ7V8'2!T 10.2,f.' 2.00%
L87 N07'5!'J9"E 15.50' 2.00%
L88 N52'5!'J9T 19.JJ' 2.00%
L89 N82V8'2!T 6.08' 2.00%
L90 N82V8'2!T 8.J9' 2.00%
L9! N82V8'2!T 6.01' 2.00%
L92 N82V8'2!T 15.57' 2.00%
L9J N82V8'2!T 6.08' 2.00%
L9,f. N5078'20T ta5.J' 2.00%
L95 N5078'20T 13. ,f.2' 2.00% L/5,f
L96 NJ7V8'2! •,r 4.51' 19.18%
L97 N67'5!'J9T 10.65' 4.57%
L98 N22'5!'J9'1r I 7.J,t.' 2.00%
L99 N67V8'2! •,r 2.00' 2.00%
LIOO N67V8'2!'1r 9.27' 4.6J%
LIO! N07'5!'J9T 5.77' 92.9,f.%
LI02 N82V8'2!'1r 4.76' 2.00%
LIOJ N82V8'2!T 12.00' 7.JJ%
1.90. 1/;' /49') ~ 186, IE \, <f,
LIO-I N82V8'2!T 8.9J' 6.50%
LI05 NJ7V8'2!T 12.90' 2.00% l86.6J IE ,9~ L!5J \,
L99
A ' \ v I / ~ ~,
/ ' "I
L98 ---
1,\91/
\
NUMBER BEAR/NC OISTANCE SLOPE
L/60 N07'5!'J9T 3.18 ' 2.00%
L/6! N07'5!'J9'1r 6.76' 6.78%
L/62 NJ7V8'2!'1r J.!J' 21.52%
Ll6J N82V8'2!T 9.68' 4..J6%
Ll64 N82V8'2!T 2.17' 2.00%
Ll65 N82V8'2!T 1a 51 ' 2.00%
Ll66 N82V8'2!'1r 2.55' 84.15%
Ll67 N82V8'2!T 2.16' 108.38%
L/68 N82V8'2!T 7.00' 36.71%
L/69 N82V8'2!'1r !2.8J' 2.00%
Ll70 NJ7V8'2! •,r 1a25• ta72%
Ll7! NJ7V8'2!T 4.99' 22.77%
l87..2J IE
18 7. .2 J 1/;' L/72 NJ7V8'2!T 5.5!' 2.00%
Ll7J NJ7V8'2!T 16. !2' 2.00%
L/7,f NJ7V8'2! •,r 8.8J' 5.67%
L/75 NJ7V8'2! •,r 1a59' J.18%
L/76 NJ7V8'2!'1r 4.26' 3.18%
L/77 NJ7V8'2!T 12.51' 5.51%
L/78 NJ7V8'2!T 2.50' J6.!!%
L/79 N82V8'2!T 6. ,,. 2.00%
L/80 N52'5!'J9T 8.#J' 3.68%
L/8! N52'5!'J9T 2.70' 2.00%
L/82 N52'5!'J9T 8. 9,f' 2.00%
Ll8J N52'5!'J9T !.!6' 2.00%
L/84 N52'5!'J9T 4.J7' 2.00%
L/85 N52'5!'J9T 6.24' 2.00%
L/86 N52'5!'J9T 9.88' 2.00%
L/87 N52'5!'J9T !.86' 2.00%
L/88 N52'5!'J9T 6.76' 2.00%
L/89 N52'5!'J9T !.74' 100.00%
L/90 N52'5!'J9T !.09' 2.00%
L/91 N52'5!'J9T 1a51• 2.00%
L/92 N52'5!'J9T 8.01' 9.19%
l!9J N22V8'2!T Ja82' 2.4J%
L/91 N22V8'2!T 9.59' 2.00%
L/95 N22V8'2!T 7.!0' 2.00%
L/96 N22V8'2!T 15.9!' 2.00%
L/97 N22V8'2!T 7.7!' 2.00%
Ll98 NJ9¥f',f.o',r 4.J!' 100.00%
Ll99 NJ9 ¥1 ',f.o •,r 12.76' 2.00%
L200 NJ9¥/',/-0',r 2..J6 ' 2.00%
L20! N07V8'2! ',r 17.72' 2.00%
L202 N07'5!'J9T 12. !J' 2.00%
L229 N82'5!'J9T 4.16' ,f.O 17%
fsHwl CITY OF CARLSBAD ~ l----l----+----------------1-----f---+---+-----I ~ LA ND DEVELOPMENT ENGINEERING ~ ~='....::::::========:::::...::=~
RCE EXP.-----DATE
REVIEWED BY,
DA TE INITIAL DATE INITIAL INSPECTOR DATE ,_ ___________________ --!ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
GRADING PLANS FOR:
CAR LSBAD RANC H, P.A. NO. 5
{MARBRISA -PHASE II)
POOL AREA DRAIN SYSTEM
APPROVED~ i"Ziz U GLEN K. _v~~;uNtk..,h~E=i _K_1
ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DATE
OWN BY: PROJECT NO. DRA'MNG NO.
CHKD BY:
RVWD BY: CT 03-02 428-9G
022712
C .... :E u, G)
0.,::,. ..., "' .... 0)
(0 I (0
G)
NUAIBER BEAR/NC 0/STANCE SI.OPE
LI N37'/J8'!!"£ 19.83' 2.00%
L23 N5078'20"£ 68.3!' 2.00%
L21 N82'/J8'2f"E 17.65' 2.00%
L36 N37'5!'39"£ 26.11' 2.00%
L38 N52'5!'.J9"£ 10.17' 2.00%
L65 N37'/J8'!!"£ -1.78' 2.00% NUAIBER BEAR/NC 0/STANCE
L91 N5078'20"£ 10.53' 2.00% L2/0 N52'5!'.J9"£ -1. 78'
L/05 N37'/J8'2!"£ 12.90' 2.00% L21f N82'/J8'2!"£ !.16'
L/21 N52'5!'19"£ 9.97' 2.00% L2/2 N07'5! '39"£ 7.16'
L20! N07'/J8'2!'W 17.72' 2.00% L2-f.J N07'5!'.J9"£ 15.80'
L202 N37'5!'39"£ 18.79' 2.00% L2// N07'5! '39"£ fJ. 17'
L203 N37'/J8'!!"£ !!.0!' 2.00% L2-f.5 N07'5! '39'/Y J.55'
L201 N52'5!'19"£ 9.51' 2.00% L216 N07'5!'.J9•w -1. 99'
L205 N82'/J8'2!"£ !!.05' 2.00% L2/7 N07'5! '39'/Y f.9!'
L206 N82'/J8'2f"E !,f.90' 2.00% L218 NJ7'/J8'2!"£ 5.58'
L207 N82'/J8'2!"£ 0.97' 2.00% L2/9 N52'5f '39"£ ro. r6'
L208 N82'/J8'2!"£ 17.29' 2.00% L250 N52'5f '39"£ 6.92'
L209 N37'/J8'!! "£ 11.10' 2.00% L25f N07'5f'.J9"£ 2.19'
L2!0 N37'/J8'!f "£ 8.18' 2.00% L252 N52'5f'.J9"£ 0.63'
L2!! NJ7'/J8'!! "£ 2.00' 2.00% L25J N52'5f'.Jg•w f.95'
L2f2 NJ7'/J8'!f"£ 6.13' 2.00% L25/ NJ7'/J8'2! "£ 10.J0'
L2f3 N81"1f'10'W 15.72' 2.00% L255 N37V8'2f "£ 15. 71'
L2f1 N8/"11'10'W 8.53' 2.00% L256 N37'/J8'2f "£ 15.67'
L2f5 N81"11'10•w 8.77' 2.00% L257 NJ7V8'2f "£ 5.9{'
L2f6 N81"1!'10•w 7.81' 2.00% L258 NJ7'/J8'2f"E 2.15'
L2f7 N81"1f'10•w 9.88' 2.00% L259 NJ9"1f'10"£ 2.0J'
L2!8 N81¥t'1o·w 6.#i' 2.00% L260 N5078'2o·w 5.10'
L2f9 N5078'2o·w {7.50' 2.00% L26f NJ9¥f '1o·w J.55'
L220 N82'/J8'2f "£ 2.93' 2.00% L262 NJ9"1f'10.IY 8.21'
L22f N82'/J8'2f "£ -1.61' 2.00% L26J N82V8'2r·w J.!7'
L222 N82'/J8'2f "£ 29.86' 2.00% L261 N07'5f'.J9"£ -1.2/.
L223 N82'/J8'2f "£ 2.55' 2.00% L265 N07'5f'.J9"£ f.178'
L22/ N82'/J8'2f "£ u ro' 2.00% L266 N07'5f'.J9"1Y J.65'
L225 N67V8'2!'1Y -1.55' 22.69% L267 N07'5f'.J9"£ J.69'
L226 N07'5!'.J9•w 5.65' 2.00% L268 N37'/J8'2f"E -1. 01 '
L227 N07'/J8'2t•w f.66' 2.00% L269 N37'/J8'2f"E 9.20'
L228 N07'5f '.]g•w !,f.{1' -1.07% L270 NJ7V8'2f"E 9.7{'
L229 N82'5!'.J9"£ -1. 16' 10.17% L27f N37V8'2f'IY 9.15'
L230 N07'/J8'2t•w J.59' 2.00% L272 N52'5!'.J9"£ 15.73'
L2Jf N827J'!7"£ {5.29' {0.92% L27J N52'5f'.J9"£ -1. rs·
L232 N52'5f '.Jg"£ f!.06' 2.00% L271 N52'5f'.J9"£ ff.12'
L2JJ N52'5f'.J9"£ 6.82' 2.00% L275 N52'5f'.J9"£ 2.65'
L2J1 N82'/J8'2t•w 12.81' 2.00% L276 N07'5f'.J9•w 2.85'
L2.J5 N07'5f'.Jg•w 17.66' 2.00% L277 N07'5!'39•1Y 5.60'
L2J6 N07'5f '.Jg•w .100· 2.00%
L237 N82'/J8'2! "£ 15.81' 2.00%
L238 N82'/J8'2!"£ -1.82' 2.00%
L2J9 N82'/J8'2!"£ 16.31' 2.00%
MATCH LIN£ S££ SHEET 15 FOR CONTINUATION
SI.OPE
2.00%
JJ.20%
2.00%
2.00%
2.00%
100.00%
2.00% II
2.00%
5.21%
2.00%
2.00%
17-1.58%
{91.16%
/9.86%
2.00%
2.00%
2.00%
2.00%
100.00%
92.51%
5.58%
{0.63%
2.18%
8.68%
90.98%
2.00%
9!.59%
!!J.Jf%
32.20%
6.25%
2.52%
J./1%
2.00%
2.00%
2.00%
100.00%
2.00%
2.00% SCALE 1":10' -------0 10 t?O 30 40
186.90 /£
L225
187.93 !£
\
\
\
\
187.5.J /£,
jO'J ~ 1( \e6·
'-._
<> ,z,,.-.....___ I
1e ,f ,e6·
......___
r--~ ""
18-1.821£
18-1.57 /£ !.
ENGINEER OF WORK
EXCEL E1IGN:ERING
LAND PLANNING • ENGINEERING • SURVEYING
4-40 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
~c)~ 1/19/2012
ROBERT D. DENTINO DATE
RCE: 45629 EXP:12/31/12
------
-
NUAIBER
L278
L279
L280
L28f
L282
L28J
L28/
L285
L286
L287
L288
L289
L290
L29f
L292
L293
L291
L295
L296
L297
L298
L299
RCE
REVIEWED BY:
INSPECTOR
--tJ.
BEARING 0/STANCE
N82'/J8'2f"£ 16.5.J'
N37'/J8'2f"E 2.97'
N52'5f '39"£ 2./7'
NJ7'/J8'2f"£ 5.19'
NJ7'/J8'2f"E 10.80'
N82'/J8'!! "£ 2.00'
N5078'2o·w 9.36'
NJ9"1f '10"£ !.90'
NJ9"1f'10"£ f.2!'
N5078'2o·w 7./2'
N5078'2o·w 8.01'
N5078'2o·w 12.80'
N0578'2o·w 1.89'
N82'/J8'!!•w 2.00'
NJ7'/J8'!r·w f.92'
N5078'2o·w 9.89'
N5078'2o·w 8.97'
N52'5f'.Jg•w fJ.5.5'
N37'/J8'2f "£ f.19'
N82'/J8'2!'W f.00'
N82'/J8'2r·w J.59'
N82'/J8'2r·w 6.73'
EXP.-----DATE
DATE
,$,4'
SI.OPE
J.70%
2-1.05%
{6.01%
2.00%
2.00%
20 TG . /£
100.00%
{0.77%
8.163%
8.163%
2.00%
2.00%
2.00%
8.17%
85.83%
85.83%
2.00%
2.00%
2.00%
f0f.Jf%
2.00%
2.00%
2.00%
NUAIBER BEAR/NC
LJOO N52'5f'.J9"£
LJ0f N52'5f'.J9"£
L302 N52'5!'.J9"£
L303 N52'5!'.J9"£
LJ01 N52'5f'.J9"£
L305 N52'5!'.J9"£
L306 N52'5!'.J9"£
LJ07 N52'5!'.J9"£
LJ08 N82'/J8'2f "£
LJ09 N37'/J8'2f "£
LJf0 NJ7'/J8'2f "£
LJ!! NJ7'/J8'2f "£
LJf2 NJ7'/J8'2f "£
LJfJ NJ7'/J8'2f "£
LJU N82'/J8'2r·w
LJf5 N22'5f'.J9"£
LJ/6 N67'5f'.J9"£
L3f7 N67'5f'.J9"£
L3f8 N67'5f'.J9"£
L3f9 N67'5f'.J9"£
LJ20 NJ7'5f'.J9"£
LJ2f N67'5f'.J9"£
LJ22 N67'5f'.J9"1Y
L323 N22'5f'.J9"£
L321 N22'5f'.J9"£
LJ25 N67'5f '39'/Y
LJ26 N67'5f'.J9"£
LJ27 N67'5f'.J9"1Y
LJ28 N81"1f '10"£
LJ29 N0578'20"£
1/.
0/STANCE SI.OPE
2.20' 2.00%
Jf.51' 2.00%
2.73' 2.00%
f-1.65' 2.00%
-1.23' 2.00%
2.31' 100.00%
9.85' {8.61%
9.20' {5.58%
7.77' {6.39%
8.08' 2.00%
2.02' 2.00%
17.90' 2.00%
{6.16' 2.00%
fJ.58' 8.03%
f.137' J.02%
8.59' 2.00%
5.73' -1.25%
-1. 93' -1.25%
r-1.12· J.18%
6.82' 2.00%
9.85' 2.00%
J.58' 2.00%
6.60' 8.71%
5.29' 2.00%
r.110· 2.00%
7.31 ' 2.00%
9.-f.J' 11.65%
J.51' 12.36%
2.83' 5.121%
f.6{' {6.11%
LEGEN D
0
NUAIBER BEAR/NC 0/STANCE
L330 N0578'20"£ 9.35'
L33! N0578'2o·w 5.16'
LJJ2 N0578'20"£ 2.7{'
LJJJ N81"1f'10"£ .1 rs·
L331 N81"1f'10"£ -1.29 '
L335 N39"1! '10•w 0.81 '
LJJ6 NJ9¥1'10•w 6.66'
L337 N39¥r'10·w 8.11'
LJ38 N5078'20"£ .121·
L3J9 N0578'2o·w J.06'
L310 N0578'2o·w f.91'
LJ1f N6578'2o·w 2. 11·
LJ-12 N6578'2o·w 6.55'
LJ,f.J N6578'2o·w 6.02'
L311 N2078'20"£ J.9!'
LJ-1.5 N6578'20"£ 6.05'
L316 N6578'20"£ 2.01 '
L317 N21"1f'10'W J.92'
LJ18 N21"1f'10.IY 9.19'
LJ19 N21"1f'10•w 8.51'
L350 N21"1f '10'/Y 6.5.J'
LJ5! N21"1f'10'W 9.57'
LJ52 N21"1f'10•w 10.39'
LJ5J N21"1f'10'W 2.97'
LJ51 N22'/J8'2/'IY 2.15'
LJ55 N22'/J8'2!'W 10.50'
LJ56 N22'/J8'2!'W {5.51'
LJ57 N22'/J8'2!'1Y ,f. 00'
LJ58 N22'/J8'2f'IY f.108'
L359 N22'/J8'2/'W 2.25'
LJ60 N22'/J8'2!'W 8.31'
LJ6f N22w'2r·w 2. ,f.J'
LJ62 N22V8'2!'W 6. 56'
LJ6J N22'/J8'2!'1Y 2. ro'
LJ61 N07'5f '19'W 2.52'
LJ65 N07'5f '19'/Y ff. 77'
LJ66 N52'5f'19"£ 2.90'
LJ67 N52'5f '19"£ 2.01 '
L.168 N52'5f'19"£ 2. 17'
LJ69 NJ7'/J8'lf "£ J.07'
L370 N52'5f '19"£ 15.0f'
/2", HOPE STORA/ ORAIN PIPE
6'1 HOPE STORA/ ORAIN PIPE
1•, HOPE STORA/ ORAIN PIPE
6'1 AREA ORA/N INLET
SI.OP£
16. !!%
35.16%
58.62%
2.00%
2.00%
2.00%
2.00%
2.00%
5.25%
16.79%
6-1.67%
25.10%
5.28%
2.29%
2.00%
ff.02%
11.18%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
100.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
28.77%
28.77%
100.00%
2.00%
2.00%
10.27%
-1.60%
fsHml CITY OF CARLSBAD ~
l----l----+-----------------1-----+--+---+-----I ;::~==6=='...':::::=L:::A=N=D=:::D=EV:::::E:::L:=O=PM=E:::N=T:::::::E=NG:::l:::::N:::EE:::R:=IN=G:::::::::::'....:~==9==;
DA TE INITIAL OATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CARLS BAD RANCH, P.A. NO. 5
(MARBRISA -PHASE II)
POOL AREA DRAIN SYSTEM PLAN
APPROVED~ X:z/hi M GLEN
ENGINEERING~GER PE 41204 EXPIRES 3 31
OWN BY: PROJECT NO.
CHKD BY:
RVWD BY: CT 03-02
K. VAN P~SKI ~~_h t
13 DA TE
DRAV<1NG NO.
4 28-9G
02271 Z
C
..a. :E en G')
0 ~ -N
..a. 00
(0 co
G')
NUMBER DELTA ANGLE RAO/US ARC LENGTH
Cf 90VO'o0' .J. 00' 1.7!'
C2 89'59'60' .J. 00' 1.7!'
CJ 64'55'.18' 15.00' 17.00'
C4 64'59'2J' 15.00' 17.0f'
C5 89'59'60' .J. 00' 1.7!'
C6 90VO'o0' .J. 00' 1.7!'
C7 89'59'60' .J. 00' 1.7!'
C8 89:?9'45' .J. 00' 1.69'
C9 89'59'60' .J. oo' 1.7!'
c,o 00'57'.J2' JJ8.00' 5.66'
Cf! 89:?9'45' .J. 00' 1.69'
Cf2 1679'!0' J.38.00' 97.26'
CfJ 077J'o9' 1.87.00' 6I.J6'
C14 00'04'o5' 347.00' 0.4!'
Cf5 89'59'60' 2.00' .J. 14'
Cf6 89'5f'.J4' 2.00' .J. 14'
Cf7 90:?2'!!' 2.00' .J. 15'
Cf8 90:?2'!! • 2.00' .J. !5'
Cf9 O!V0'5J' Jf2.00' 5.53'
C20 89:JJ'57' 2.00' .J. fJ'
C2f 89:JJ'57' 2.00' .J. 'J'
C22 0!'56'45' 262.00' 8.90'
C2J 89:JJ'58' 2.00' .J. 'J'
C24 89:JJ'58' 2.00' .J. 'J'
C25 89'59'60' 2.00' .J./4'
C26 89'59'60' 2.00' .J. 14'
C27 02'5f'.J4' J6.J.OO' 18. 12'
C28 90VO'o0' 2.00' .J. 14'
C29 9079'56" 2.00' .J.!5'
CJO 90VO'o0' 2.00' .J. 14'
CJ! 90VO'o0' 2.00' .J. 14'
CJ2 90VO'o0' 2.00' .J. 14'
CJJ 90VO'o0' 2.00' .J. 14'
CJ4 OJ'45'fJ' 287.00' 18.80'
CJ5 OJV5'60" 322.00' f 7. 42'
CJ6 0!'45'!4' 295.50' 9.05'
CJ7 14¥6'27' 291.00' 75.8!'
CJ8 00'08'26' 529.50' I.JO'
CJ9 05'50'!2' 531.00' 51.09'
C1.0 2777'o8' !6.J.00' 77.62'
C4f 28:JJ'o5' J7.J.OO' 185.87'
C42 90:JJ'2J' .J. 00' 1.74'
C4J !4'08'.JO' Jf2.00' 77.0f'
C44 89¥0'of' .J. 00' 1.69'
C1.5 OfV9'5f' 5!.J.00' 10. 42'
C46 9678'49' 15.00' 25.2!'
C47 Of:J9'!5' 236.00' 6.8!'
C1.8 f9Wi'o7' ff9.00' 41.fJ'
C49 9079'56' 2.00' .J. 15'
C50 9079'56' 2.00' .J. !5'
C5f Of72'o7' 347.00' 7.28'
C52 0!'5!'58' JJ0.50' 10.76'
C5J 28V9'o5' 329.00' 161.65'
C54 90¥4'!6' .J.00' 1.75'
C55 f979'.J1' 236.00' 79.60'
C56 90¥1'!6' .J.00' 1.75'
C57 90¥1'!6' .J. 00' 1.75'
C58 00¥5'.J!' 236.00' .J. f 2'
C59 0271'oJ' 219.50' 8.56'
C60 2JV6'f4' 218.00' 87.9!'
C6! ffV!'o7' 356.00' 68.46'
C62 98:?f'.J9' 15.00' 25.75'
C6J 02Wi'50' 278.50' f.J.68'
C64 89:JJ'57' 2.00' .J. !J'
C65 89:JJ'57' 2.00' .J. !J'
C66 02:J7'52' 262.00' 12.0J'
C67 Jf75'.J9' 280.00' 152.77'
C68 02:?7'28' 262.00' 11.21'
C69 0379'.JJ' 278.50' 16. f 7'
C70 2!'51'51' 280.00' 107. /0'
C7! 89:?!'o5' .J. 00' 1.68'
C72 02VJ'29' 262.00' 9.11'
SCALE: 1 "=30 ' ------ -0 JO 60 90 120
I I
/: /
11· I I I
I I
I I
(I
II I I I
I I
I I
/:
!I I.
i:
!I
....l '
STA 2+08.59 MARBRISA CIRCLE
= STA 21+21 .05 COLUMBUS CIRCLE
3'/
J;cJ:·:_·::::.,--!!-7t:_¥1uf=f.i[~ i I ~ I
r---1!_ ---r---,J::£:_J "
I t.
U)
5-,P~~
z
.• L1. cs:
-_! l ~ i
I
$
I
ENGINEER OF WORK
EXCEL EIIGIIIEERINQ
LAlvD PLAlvlv/lvG • £1vG1"'££RllvG • SURV£Y/f',/G
44D STA TE PLACE, £SCOlvD/DO, CA 92029
PH (760)745-B11B FAX (76D)745-1B9D
~o~
'flOOERT D. DENTINO
1/19/2012
DATE
RCE: 45629 EXP: 12/31 /12
l:fESS/ai,~
¢, D. D~&;\
~~
No. 45629 'B~
r,,p.12-31-12 Jt
C!V\\. ~
OF (}.\.\~=
POOL
RCE ---El(P. ----DATE
REVIEWED BY:
NUMBER BEAR/NC DISTANCE
LI N59:J7'2f'lr 14.98'
L2 N79 '4J'47'ir f .J.1.8'
LJ N8f'57'50'ir !.J.1.8'
L1 N0776'25"ir 5!.00'
L5 N82¥J'.J5'ir 15.00'
L6 N82'4J'.J5'ir 15.00'
L7 N47V1'25t 14.19'
STA 1+00 MARBRISA CIRCLE L8 N1.8'56 '2Jt 11. 49'
= STA 7+06.39 GRAND PACIFIC DRIVE L9 N49V!'52t 15.01'
LIO to.00'
Lff N82'4J'.J5t 15.00'
CENTERLINE DATA
NO DELTA/BRG RADIUS LENGTH REMARK
Ll2 N82'4J'.J5t 15.00'
LIJ N82'4J'.J5t 15. 00'
L14 NJ6 :J2'59 'ir 15. 00'
[j] N66°39'20"E --69.85' Ll5 NJ8V0'45'ir 15. 0/'
[I] ~ 59•22•54• 249 .00' 258.07' Ll6 N5.J:?7'of'ir 4.37'
w N07'16'25"E --295.67' PORT ION SHOWN L/7 N2J'58'4J'ir 25.9J'
L/8 N69V9 'oJt 14.51' [±] ~ 50"22'48" 150.00' 131.89' PORT! ON SHOWN Ll9 NJ5:?0'45t 11.51 ' w N24°53'56"W --14.96' L20 NJ8'40'!9t 11.51 '
[]] ~ 28°33'05• 360.00' 179.39' L2! N66:?0'!Jt 11.51 '
m N53'27'01"W --40.44'
[ID ~ 29"28' 19" 325 .00' 167.17'
L22 N5!71'5/'ir 11.99 '
L2J N59:J!'49'ir 14.19'
L21 N6! 7 7'o1 'ir 11. 49' []] N23'58 '43"W --25.93' L25 N66Vf'f7'ir 11.50'
[IQ] ~ □8°16'49• 500.00' 72.26' L26 N65'52'52'W 14.50'
[j] N32'15'31"W --21.05' L27 N607!'o5'ir 15.0f'
L28 N2J'58'4Jt 5.01 '
L29 N0776'25'ir 12.0J'
LJO N65V6'o.f'W 16.00'
LJf N2.f'5J'56t !f.58'
LJ2 N64'42'oJt 15.99'
LJJ N-17'57'59'W 16.01'
LJ4 N5!:?7'56t 16.01 '
LJ5 N82'4J'.J5'ir 11.50'
LJ6 N82'4J'.J5'W 16.00'
LJ7 N0776'25'ir 12.00'
LJ8 N82'4J'.J5t 16.00'
LJ9 N82'4J'.J5'W 16.00'
N0776'25'ir 12.00'
N82'4J'.J5t 14.50 '
L42 N82'4J'.J5t 16.00'
L-f.J N2J'58'4Jt 7.74'
L/4 N2J'58'4Jt 25.93'
L45 N24'5J'56t 14.96'
N5J:?7'o!t
L47 N66:J9'20'W 5.69'
L1.8 N24'5J'56t !.J8'
L49 N5J:?7'o!t J.J.07'
L50 N0776'25'W 2.92'
L5! N26VJ'o5'W 15.02'
L52 N66:J9'20'ir 5.70'
L5J N0776'25t 69.36'
L54 N0776'25'W 60. 4/'
L55 N0776'25'ir 9!. 72'
L56 N0776'25'W 169.0J'
[) L57 N0776'25'W 7.J.60'
L58 N0776'25'W 8.50'
L59 N0776'25'W 16.0J'
~ CITY OF CARLSBAD I SHEETS I 1----l-------+----------------t---------t-----t------r-7 L22._J LAND DEVELOPMENT ENGINEERING 19
1--_j-----1-----------------,f---+--t-----t---i
DA TE INITIAL
GRADING PLANS FOR:
CARLSBAD RANCH , P.A. NO. 5
(MARBRISA -PHASE II)
DIMENSION CONTROL PLANS FOR:
APPROVED~ i 74z M GLEN K. ~/~~SKI
ENGINEERIN G MANAGER PE 41204 EXPIRES 3 31 13 D IT
L.::.lNSl'E::;_:C;.;T.;;OR;..._ ___________ DA_TE __ -fENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: j,,jK PROJECT NO. I DRA'MNG NO.
cHKD BY: -=ow'-=--CT 03-02 428-9G RVWD BY:
022112
NIJAIBER D£L1A ANGLE RADIUS ARC LENGTH
C7J 90VO'oo' J.00' 4.7!'
C71 9272'/.I' 16.00' 25.75'
C75 OTJ279' !6J.OO' 21.15'
C76 90VO'oo' J.00' 4.71'
C77 90VO'oo' 200' J.N'
C78 7! :J1'o!. 7.50' 9.J7'
C79 19'J6'o9' 7.50' 6.19'
C80 5773'58' 7.50' 7.19'
CB! 15:JB'to· J0.00' 23.90'
C82 52'29'5!' 56.00' 5!.Jf'
C8J 87'28'!7' J.00' 4.58'
C81 J!V2'50' 65.00' J5.22'
C85 89'2978' 200' J.!2'
C86 OJV6'2J' 22200' 1201 '
C87 89'29'!8' 200' J./2'
C88 2JV1'12' 178.00' 71.70'
C89 90'5J'26' J.00' 4.76'
C90 90"53'26' J.00' 4.76'
C9! 1a:15•10· !96.00' 63.58'
C92 90VO'oo' J.00' 4.76'
C9J
C91 88'5!'12' J.00' 4.65'
C95 88"5!'12' J.00' 4.65'
C96 OJ"55'o5' 10.12'
C97 9!'26'1!' J.00' 4.79'
C98 25¥9'5J' !2200' 55.00'
C99 90"5J'26' J.00' 4.76'
C/00 OOV5'10' 196.00' O.J2'
C!O! 90VO'oo' J.00' 4.7!'
C!02 9!'26'1!' J.00' 4.79'
C!OJ 9!'26'1!' J.00' 4.79 '
C!01 12200· 9.85'
C!05 2J'25'f.1' !04.00' 125!'
C!06 9!'26'1!" J.00' 4.79'
C!07 !7"52'21' !2200' JB.06'
C!08 104.00' J4.0I'
C!09 90°53'26" J.00' 4.76'
C!fO 90"53'26' J.00' 4.76'
02"5J'46' !96.00' 9.9!'
C!f2 0872'32' 178.00' 25.50'
C!fJ 0872'32' !78.00' 25.50'
CTN 8472'3!" 7.50' !!.02'
C!!5 !f5V8'o7' .15.00' 70.JJ'
C!!ti I 26 'J6 '10 • .15.00' 77.J1'
C!/7 547J'o5' !08.00' !0220'
C!/8 50'20'o5' 9200' 80.82'
C!/9 02"51'3!' 85.00' 4.J!'
C!20 85.00' 27.26'
C!2! 90VO'oo' 200· J./.1'
C!22 9072'17' 4.00' 6.JO'
C!2J 89"17'!J' 4.00' 6.27'
C!24 08'J6'o8' JJ.50' 5.0J'
C!25 25:19'!7' JJ.50' !5.00'
<"I --~
I t1~~1i-1~Bt'-\-~~rf-t=,ec='~ ,.
-~4 ~ 1 :
~\"' ~;::::~~ ~) i
¥~ \
,...---tP\
..L.. "(JI)
C!JO 89"59'60' 200' J.f.1'
C!J! 89"59'60' J.00' 4.7!'
C!J2 0170'1!' 217.00' 18.01'
C!JJ 01"56'JJ' 166.50' 5.6-f '
C!J1 90'/JO'oo' 200· J. 1-1·
C!.J5 89 "59'60' 200· J.f.1'
C!J6 92V871' 15.00' 24.12'
C!J7 89 '27'54' 127.00' 198.J!'
C!J8 89 V7'J9' J.00' 4.67'
C!J9 807J'o9' 15.00' 2!.00'
09 "52'24' !66.00' 28.ti!'
89"59'60' 2 oo· J. u ·
C/.12 89 '29'!8' 200· J.!2'
Cf.lJ OJV6'2J' 22200' 1204'
Cf.I-I 89 '29'!8" 200· J.!2'
C/.15 897-l'oto· 2 oo· J. If·
C!-16 04¥0'/Jt" !18.00' !206'
CN7 99 11'o10· 200· J.!f'
CN8 0!"51 '/Jf" !66.50' 5.52'
C/.19 04"5!'/J!" !J250' !f.22'
C!50 89 '2978" 200· J.!2'
C!5! 89'2978 " 200· J.!2'
C!52 02:15'26 ' 22200' !0.04'
C!5J 9J70'oJ" 5.00' 8.!J'
C!51 89 "5J'o7' 5.00' 7.8-f '
C!5.5 0672'57" !!9.00' !29!'
C/56 90"1-f'-fO" J. 00' 4. 75'
C!57 94"1-fV' !OJ.00' !70.J2'
C!58 9-1 78'37" J.00' 4.9-f '
C/59 75'25'/JJ' 15.00' !9.7-1'
C!60 2!:JJ'-(4 " 166.00' 62 47'
C!ti! 2JV2'!5" 166. 00' 66. 75'
C!62 76V7'2ti' 16. 00' 2!.26'
C!6J 90VO'oo' J. 00' 4. 7!'
C!ti-1 9!76'58" J.00' 4.78'
C!ti5 9!76'58" J.00' 4.78'
C!ti6 21 °17'17" !J7.00' 52 ,2·
NO
[il
[jil
[ill
[jz]
[!ID
lfil
NIJAIBER
L60
Loi
Lti2
L6J
Lo-I
L65
Lti6
Lti7
L68
Lti9
L70
L7!
L72
L7J
L71
L75
L76
POO..
~I
CENTERLINE DATA
DEL TA BRG RADIUS LENGTH REMARK
N0 7°16'25"E 295.67' PORT! ON SHOWN
150 .00' 131.89' PORT! ON SHOWN
1:>.= 55•31 • 34• 209.00' 239.02'
N58"15'09"W 119.32'
1:,.= 95 • 16 • oo· 135 .00' 226.82'
N25 °28'51"E 161.11'
No3•21'08"w 43.68' DRIVEWAY C/L
1:>.= 99 •32•41• 115.00 ' 199.80' DRIVEWAY C/L
1:>.= 18'22'42" 115 .00' 36.89' DRIVEWAY C/L
N58"37'29"E 34.35' DRIVEWAY C/L
NIJAIBER BEARING
BEARING DISTANCE NIJAIBER BEARING DISTANCE L9J NJ!7279'W
N25'28'5!"E !OJ.29' L77 N-f2"57'25"E !5.0J' L9-I NJ! "1-f '5! "E
No-I :11 'o9 ·w 15.00' L78 NJ! "1-1 '5! •w !5.00' L95 N58:J-I '51 "E
NJ77-l 'J5"E 14.96' L79 N5875'o9"E 25.50' L96 N58:J-l '5-l"E
N!2'25 '17"W !4.96' L80 N5875'o9"E JJ. !ti' L97 NJ!'25'o6"E
N5J"19'1! •w 14.98' L8! N0678'25"W 14.96' L98 N25'28'5!"E
NJ2 V '57"E !4.98' L82 N4.5:J7'o9"E U.98' L99 N5.875'o9'/II
NJ! "1-1 '5! "E !5.00' LBJ N40'56 '29 "E !4.98' LIOO N5875'o9'W
N717!'11 'W 14.98' L8-f N!9:J!'o9'W 2!. 46' LIO! NOn6'25'W
N82V'J.5'W 15.00' L85 N!9:J!'o9'W 26.tiJ' LI02 Nti-f :J! 'o9 •w
N05"1! '28"E 5.50' L86 N08'56'J2"E !5.0!' LIOJ N25'28'5! "E
N!5'2!'2J"E 15.07' L87 N77V07!"E !.70' LIO-I Nti-f:J!'o9"E
N70"1-l'o6"E 14.97' L88 N82V'J.5"E 14.50' LI05 Nti-f:J!'o9"E
N5875'o9"E !!.20' L89 N59:J7'08"E !4.5!' LI06 NOJ'27'08T
NJ!"11 '5!"E 16.00' L90 NOn2'o5"E !5.0J' LIO? N82V'J.5'W
N!JV'28"W 14.98' L9! N8-f"5-f70"E !4.97' LI08 N79'06'2!'W
NJ6:J!'o5"E 16.01' L92 NJ!72'!9"W !28J' LI09 N 7-f "58 'J-1 "E
NJ6¥5'1.J"E 15.0J' L!!O N2J7ti'oto·w
;..,
"STA 11+64 .87 MARBRI SA
CIRCLE/COLUMBUS CIRCLE
0 DRIVEWAY INTERSECTION
-~
_.,..,,.--------------Cf-19
--?---------r-------'~
DISTANCE NIJAIBER BEARING DISlANCE
!28J' LT!! Nl7V1'28"E 16.01'
14.50' L!!2 NJ!75'J8'W 9. 68'
5.J-1' L!!J NJ!75'J8'W 32-12'
1218' LIU NOJ'27'o8T !7.9J'
16.07' L!!5 N25'28'5!'W 54.8!'
JO.Of' L!/6 N58"11'22'W 15.00'
L91
5.5',.
/
I
x ~~:t °3/ \
I
I
I I
-11
I I
ENGI NEE R OF WORK
EXCEL flllaEERMi
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745 -8118 FAX (760)745-1890
~-c1 y "
R=1
I
I
I
I
I
I
~~ 1/19/201 2
ROBERT D. DENTINO DATE
RCE: 45629 EXP:12/31/12
°3/
NIJAIBER D£L TA ANGLE RAOIIJS
C!ti7 08'28'1!" !66.00'
C!ti8 !5'2!'26' 240.00'
C!ti9 OJ'J6'50 " 238.50'
C!70 !8"5876" 2-fO.OO'
Cf?! !8 70 '/J-(' 210.00'
C!72 01¥/J'f.1' 2-10.00'
SCALE: 1"=30' ---
' r
ARC LENGTH
24.58'
64.JJ'
15.04'
79.-f?'
76. ,o·
!9.98'
- -- -0 JO 60 90 120
RCE ---EXP .----DATE
REVIEWED BY:
INSPECTOO: DATE
~ CITY OF CARLS BAD ~
1----1--+------------------11----+--t----+-----1 ~L___!!:U=8=::'....'::::::::::L:::::AN:::D::::::::D:::EV:::::E::L:::0:::PM:::E:::N:::T=E:::N:::::G:::IN::::E::E:::::Rl:::::N:::G=='..':~==9===:
GRADING PLANS FOR:
15.20'
14. 70'
5. !!'
U/7 NJ! 75'J8"E 18.00'
L!/8 N25'28'5f"W -f.J.00'
L!/9 N25'28'51'W 55.09'
16.00' Ll20 N5875'o9"E -16.60'
26.00' Ll21 N5875'o9"E 58.02'
15.00' Ll22 NOn6'25'W 9. !!'
16.00' Ll2J NOn6'25'W 4.8!'
!7.9J' Ll21 N!J"19'2!'W 14.96'
14.50' Ll25 N58V078"E 14.51'
16.01' Ll26 N40:J8'52'W 16.01'
16.01 ' Ll27 N25'28'5!'W 20.50'
16.01 ' Ll28 N5875'o9T 54.66' DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
CARLSBAD RA NCH, P.A. NO. 5
(MARBRISA -PHASE II)
DIMENSION CONTROL PLANS
OWN BY: MK PROJ ECT NO. I DRAW1N G NO.
CHKD BY: c;I,() CT 03-02 428 -9G RVWD BY:
022712
C
-:E 00 G')
0.,:..
.... I\)
-00 (0 co
G')
12 • SOL/0 p ,c CLEANOUT £1,U?Y
50 FT. /If l}{ A TRI/JAi CRATE, TC
12 " HICHER !}{AN FS
.
"' z
:::, -. .
"' "'
1 ' f-i
8/0-RETENllCW OEPTH (TIP)
12" PERFORATED P,C {l().75% CCWNECT TO
A 411• RISER AT 1}{£ 00/lf'ISTREAAI
NOT TO SCALE
H£LL AIA/NTAINEO CALIFORNIAN OROUCHT
TOI.ERAN!
GRASSES ANO llfllJflOIIEl?S
18' AI/N. TOP SOIL /If!}{ H!CH SANO
(60-80%) ANO Ta,:,~::= .. ,
WATERLINE
EASEMENT
ACCESS
IMP II
WATER OEP!}{ VARIES
f. 41' -2.15'
5'
12 • S0!./0 p,c CLEANO/JT EVERY 50 FT.
/If!}{ ATR!/JAI CRATE, TC 12• HICHER !}{AN
FS
12• PERFORA TEO P,C a?. 75% CONNECT TO
A 411• RISER AT 1}{£ 00/lf'ISTREAAI
5
±30 FEET SWALE WIDHT
SECllCW A-A
8/0-RETENllCW SWALE llflH IJNOERORAIN PIP£
FHOAI STA 1+00.00 TO 3+I0.97
NOT TO SCALE
IMP II
HELL AIA!NTA!NEO CALIFORNIAN OROUCHT
TOI.ERAN! GRASSES ANO llfLOflOH£RS
WATER OEP!}{ VARIES
f.60' -2. 48'
12• SOI.ID p ,c CLEANOUT £1,U?Y 50 FT.
llf77( A !RI/JAi CRATE, T(J 12• H!CHER !}{AN
20 ' (TYP)
WATERLINE
EASEI.IENT
ACCESS
I I I
/VARIES / 1,,' I
I I I
I I I
I I I
I
I
flL !ER FABRIC 111TH PERMEABILITY
CREA !ER !}{AN 10 INCHES PER HOUR
OR PER St¥L ENC/NEER RECallAIENOA llON
ENGINEER OF WORK
EXCEL E"WI fAlflG
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLA CE, ESCONOIOO, CA 92029
PH (760)745-8118 FAX (760)745-1890
VARIES
7'-10 '
5 '
FS / I
I 12• PERFORA!Efr P/.C {l().75% CONNECT TO
A 48' RISER A f 1}{£ OOH/VS/REAAi
,s • CR/JSHEdl
CRA ITT
5 ' ±1 0 '
SECllCW 8-8
8/0-RETENllCW SWALE llflH IJNOERORA/N PIP£
FROAI STA 3+I0.97 TO -1+20.90
TABLE 2
REQU IRED TREATIENT CONTRa... 1M' TABLE
DESCR I PTION QUANTITY
BIO-RETENTION 846 LF ~o~-1/19/2012
ROBERT O. DENTINO OATE
RCE: 45629 EXP:12/31 /12
II
C ... ... N N
u, ...
II ... ... B
'cs
<D 0
I
I
}
<D ...
0
H£LL MAIN TA!NEO CALIFORNIAN OROUCH T
TOI.ERAN!
CR ASSES ANO llfLOfl OIIEl?S
18" Al!N. TOP Sa'L 111TH H!CH SANO
(60-80%) ANO
LIMIT CLAY (10-20%) CONTENT
20' (TYP)
WATERLINE
EASEMENT
ACCESS
±8'
flL !ER FABRIC /If l}{
PERAIEABIL!Tr CREA TER
!}{AN 10 INCHES PER HOUR
OR PER SOIL ENC/NEER
RECQIIAIENOA llON
,J" CR/JSHEO
CRAITT.
40
SCALE !"=40'
80 lt?O 160
IMP I
12• S0!./0 p,r; CLEANOUT £1,U?Y 50 FT.
/If!}{ ATRI/JAI CRATE, TC 12• HICHER !}{AN
FS (T'rP)
5'
WATER O£P l}{ VAR/£3'
1.50' -2.48'
I
~ 12' PERFORATED pn; a?.75% CONNECT TO
A 411• RISER AT 1}{£ 00/lf'IS!REAAI
SECllCW C-C
8/0-RETENllCW SWALE llflH IJNOERIJRA/N PIP£
FROAI STA -1+2a90 TO -1+7aoo
NOT TO SCALE
I
I
/
HELL AIAINTAINEO CALIFORNIAN OROUCHT TOLERANT
GRASSES ANO llfL1JflOH£RS
20' (TYP)
WATERLINE
EASEI.IENT
ACCESS
WA !ER O£P l}{ VAR/£3'
1.28' -1.50'
IMP I
1 ' I I 5' TO 9 . 8' ~--i
flL TER FABRIC llfl}{
PERMEABILITY CREA !ER
THAN 10 !NCHE3' PER HOUR
OR PER Sll'L ENC/NEER
RECOAIAIENOA llON 5'
,J • CR/JSHEO
CRAITT. SECllCW F-F
12• S0!./0 p,r; CLEAN.OUT £1,U?Y 50 FT.
111TH ATRI/JAI CRATE, TC 12' HICHER !}{AN
FS (T'rP)
18' AIIN. TOP SOIL /If!}{ HICH SANO
(60-80%) ANO
LIMIT CLAY (f0-20%) CCW
±14 '-2Q'TO TOE OF SLOPE
12• PERFORATEO P/.C a?.75% CONNECT TO
A 411• RISER AT 1}{£ OOH/VS !REAAi
WATER DEPTH VARIE3'
1.28' -f. 50'
8/0-RETENllCW SWALE llflH IJNOERORAIN PIP£
FROAI STA -1+7aoo TO 8+76.8-1
411• £)(!SllNC RISER RIAl:176.77
6" S0!./0 pn; CLEANOUT £1,U?Y
!5 FT. /If!}{ A TRI/JAi CRATE, TC
,(. • HI CHER THAN FS
6 " SOl./0 P,C CLEANOUT £1,U?Y
15 FT. 111TH A TRI/JAi CRATE, TC
z -:::, .
"' N
4. HI CHER !}{AN FS
1.5 '
,J • CR/JSHEO
CRAITT.
6" S0!./0 pn; CLEANOUT EVERY
15 FT. /If!}{ A/RI/JAi CRATE, TC
-I• HI CHER !}{AN FS
1.5'
WA TER S/JRFACE=2l2.39
0100=!. 40 CFS
IMP Il l
I \
I
I
I
I I
I
I 11 __ _,,
6' S0!./0 pn; CLEANOUT EVERY
15 FT. 111TH ATRI/JAI CRATE, TC
4. HI CHER !}{AN FS
HELL AIA!NTAINEO CALIFORNIAN OROUCHT
TOI.ERAN!
GRASSES ANO llfLOflOH£RS
1. 5 '
18" AI/N. TOP SOIL /If!}{ HICH SANO
(60-80%) ANO
LIMIT CLAY (f0-20%) CONTENT
4 • PERFORATEO pn; {l().5% CONNECT TO
6 " S0!./0 HOPE AT 00/lf'ISTREAAI
SECllCW C-C
8/0-RETENllCW OEPTH (TIP)
NOT TO SCALE
WATER S/JRFACE=212.02
0100=0.83 CFS
H£LL AIA/NTAINEO CALIFORNIAN ORO/JCHT
TOI.ERAN!
GRASSES ANO llfLOflOH£RS
1 .5 '
18" AIIN. TOP Sll'L 111TH H!CH SANO
(60-80%) ANO
LIMIT CLAY (10-20%) CONTENT
-1• PERFORATEO P/.C {l().5% CONNECT TO IMP IV 6 " S0!./0 HOPE AT 00/lf'ISTREAAI ,J • CR/JSHEO
CRAITT. SECllCW H-H
8/0-RETENllCW OEPTH (TIP) HELL MAIN TAINEO CALIFORNIAN OROUCH T
TOI.ERAN!
5' llf0£ C/JRB OPEN/NC
EVERY 10 fEET
NOT TO SCALE
.z x -< :::, :::, .
WATER S/JRFACE=21f.00
1. 5'
CRASSES ANO llfLOflOH£RS
5 ' 1 . 5 '
HELL AIA/NTAINEO CALIFORNIAN
OROUCHT TOI.ERAN! GRASSES
NOT TO SCALE
£)(!ST. PERFORA llON
C/JT OFF TO AOJ/JST TO 1}{£ NEW RIAi: 176.00
ANO RE-ATTACH 1}{£ CRATE ASSEMBLY
. "' <D • N
ANO llfLOR.OH£RS SEE NOTE A
EVERY 50'
\ I
rf,
<C
PR0/40£ 3•
NOIC A:
CREA 1E NEW PERFORA llON HO!.ES AT 1}{£
I £)(!SllNC RISER PIPE. ALL PERFORA TEO HO!.ES
SHALL BE 2• PERFORA llONS. HO!.ES SHALL BE A
Al/NIAi/JAi OF 8-2• HO!.ES AT ELEV 173.25, ELEV
17-1.25 ANO El.EV 175.25. PR0/40£ A/ESH SCREEN
OVER OPENING.
18' AI/N. TOP Sll'L
/If l}{ HICH SANO
(60-80%} ANO
LIA/IT CLAY (10-20%)
CONTENT
•V CR/JSHEO
CRAITT. SECllCW .J-✓
8/0-RETENllCW OEPTH (TIP)
NOT TO SCALE
1:;,:::,-11:11'(:': CRAITT. TO ~ CITY OF CA RLS BAD I SHEETS I
1----t----+----------------t-----1---i----t-----1 ~ LAND DEVELOPMEN T ENGINEER ING 19 ABOVE
. VCHEST
LEITT. OF
PERF&A llONS
l---t--+-------------------1-----t---t------t----1
GRADING PLANS FOR:
1----t----+----------------t----1---i----i----1
12• S0!./0 p,r; CLEAN.OUT EVERY 50 FT.
111TH ATR!/JAI CRATE, TC 12' H!CHER THAN
FC (T'rP)
,J' CR/JSHEO
CRAITT.
12' PERFORATEO P/.C a?.75% CONNECT TO
A 48' RISER AT 1}{£ 00/lf'ISTREAAI 3.3%
I
,<
( JI
CARLSBAD RANC H, P.A. NO. 5
(MARBRISA -PHASE II)
SWMP BIO-RETENTION DETAIL
flL TER FABRIC /If l}{ P£RAIEAB!LI Tr
GREATER !}{AN 10 INCHES PER HOUR
OR PER Sll'L ENC/NEER RECOAIAIENOA llON TYPICAL LONGITUDINAL SECTI ON
OF THE BIO-RETENTION SWALE
NOT TO SCALE
---~
DATE INITIAL
ENGINEER OF WORK
OATE INITIAL
REVISION DESC RIPTI ON OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
APPROVED~ Yd & GLEN
ENGINEERING MANAGER PE 41204 EXPIRES 3 31
DWN BY: MK
CHKD BY: r,vJ
RVWD BY:
PROJECT NO.
CT 03-02
K. v~li.KI
13 D TE
I DRAWIN G NO.
428-9G
022712
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