HomeMy WebLinkAboutDWG 493-4A; SDP 16-02; RACEWAY LOT 16 SHELL BUILDING; 01-13GRADING NOTES
(IN AOO/T/ON TO TH£ REOUIREAIENTS OF CHAPTER 15.16 OF TH£
CARLSBAD MUNICIPAL COO£.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PR£110USL Y APPROV£0 BY TH£ CITY
OF CARLSBAD REGARD/NC GRAD/NC SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/V£ ANY PORTION OF TH£
CARLSBAD AIUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER AOO/T/ONAL DOCUMENTS LISTED HEREON AS THEY AIAY
PERT.4/N TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL
RE/I/SE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOV£R£0.
J. c/TY APPROV4L OF PLANS DOES NOT REL/EV£ TH£ DEVELOPER OR £NC/N££R-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OAI/SSIONS
O/SCOV£R£0 OUR/NC CONSTRUCT/ON. ALL PLAN R£11SIONS SHALL BE PROAIPllY
SUBAl/11£0 TO TH£ CITY £NC/NEER FOR APPROVAL.
28. LANDSCAPING SHALL 8£ ACCOAIPL/SHEO CW ALL SLOPES ANO PADS AS R£0UIR£0
BY TH£ CITY OF CARLSBAD LANDSCAPE AIANUAL, TH£ LANDSCAPING PLANS FOR
THIS PROJECT, ORA/11NC NO...i'J!J,~c:,tfL, MD/OR AS DIRECTED BY TH£ CITY
£NC/NEER OR PLANNING DIRECTOR.
29. TH£ OWN£R/4PPL/CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
TH£ WORK OF THESE GRAD/NC PLANS 111TH THAT SHOWN ON BOTH TH£ LANDSCAPE
ANO /RR/CATION PLANS ANO TH£ IMPRO/IEAIENT PLANS AS REOUIREO FOR THIS
WORK IN ACCORDANCE 111 TH TH£ LANDSCAPE AIANUAL TIA/£ R£0/.J/R£M£N 1S
.JO. WHERE AN EXISTING PIP£ LIN£ IS TO BE ABANDONED AS A RES.ULT OF 17-1£
GRAD/NC OPERATION, IT SHALL BE REMOVED WIT/-1/N TWENTY FEET OF BU/LO/NC
OR S1R££T AREAS ANO REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS 17-1£ PIP£ WILL BE PLUGGED 11117-1 CONCRETE OR REMOVED AS APPROVED BY
TH£ CITY ENGINEER.
4. A RIGHT-OF-WAY PERA/IT FROM TH£ CITY £NC/NEER 111LL BE REOUIREO FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERA/IT ISSUANCE, A
CERT/RCA TE OF INSURANCE AS WELL AS AOO/T/ONAL INSURED £NOORS£Al£NT A/UST BE
RLEO NAAIINC TH£ CITY OF CARLSBAD AS AN A00/1/0NAL INSURED ON TH£
P£RAI/TT££'S POLICY IN TH£ AI/N/AIUAI AAIOUNT OF /!,000,000.00 FOR EACH JI. TH£ CCWTRACTOR SHALL /IERIFY 17-1£ LOCAT/ON OF ALL EXISTING FACILITIES
( ABOVE GROUND ANO UNOER GROUND) 111THIN !HE PROJECT SIT£ SUFRC/ENTLY
AHEAD OF GRADING TO PERMIT 17-1£ REVISION OF TH£ GRAD/NC PLANS IF IT IS
FOUND THAT TH£ AC!/JAI LOCAT!ONS AR£ IN CONR.ICT 11117-1 TH£ PROPOSED
WORK
OCCURRANCE OF LIABILITY. TH£ INSURANCE COAIPANY WRIT/NC TH£ POLICY A/UST
HAV£ A RATING OF '.4-" OR BETTER ANO A SIZE CATEGORY OF CLASS JIii
OR BETTER AS £ST.4BL/SH£0 BY "BESTS" KEY RAT/NC CU/0£.
6. NO WORK SHALL 8£ COAIAIENCEO UNT/L ALL PERAi/TS HAV£ BEEN OBTAINED FROAI
TH£ CITY ANO OTHER APPROPRIAT£AC£NC/£S.
7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO 8£ PERFORA/£0 UNT/L TH£ PROPERTY OWNER'S PERAI/SSION
HAS BEEN OBTAINED ANO A VALID GRADING PERA/IT HAS BEEN ISSUED.
8. NO R£11S/ONS 111LL 8£ MAO£ TO THESE PLANS 111THOUT TH£ WRITTEN APPROVAL
OF TH£ CITY £NC/NEER, NOTED 111THIN TH£ R£/1SION BLOCK, ON TH£
APPROPRIATE SHEET OF TH£ PLANS ANO TH£ T/!ZE SHEET.
9. ORIGINAL ORA/11NCS SHALL BECOAIE TH£ PROPERTY OF !HE CITY UPON BEING
SIGNED BY TH£ CITY £NC/NEER.
10. TH£ ORIGINAL ORA/11NC SHALL BE R£11S£0 TO RER.ECT AS-BUILT CONO/T/ONS
BY TH£ ENGINEER-OF-WORK PRIOR TO RNAL ACC£PT.4NC£ OF TH£ WORK BY TH£
CITY.
11. ACCESS FOR RR£ ANO OTHER £Al£RC£NCY /IEHICLES SHALL BE AIAINTAINEO TO
TH£ PROJECT SIT£ AT ALL T/AIES DURING CONSTRUCT/ON.
12. WHERE TRENCHES AR£ 111THIN CITY £AS£Al£NTs; A SOILS REPORT PRESENT/NC
TRENCH BACKRLL COAIPACT/ON TEST RESULTS
SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STAT£ OF
CALIFORNIA, PR/NC/PALL Y DOING BUSINESS IN TH£ RELO OF APPLIED SOILS
MECHANICS. TH£ SOILS REPORT 111LL BE SUBMITTED TO TH£ CITY £NC!N££R/NC
INSPECTOR 111THIN TWO WEEKS OF TH£ COMPLET/ON OF RELO TESTS.
1.1 A SOILS COMPACTION REPORT ANO COMPLIANCE V£RIRCAT/ON REGARD/NC
ADHERENCE TO RECOAIAIENOAT/ONS OU1l/N£0 IN TH£ SOILS REPORT IS REOUIREO
PRIOR TO TH£ ISSUANCE Of-A BUILD/NC PERMIT. ALL CON!ROILEO CRAO/NC
SHALL BE DON£ UNDER TH£ DIRECT/CW OF A PROFESSIONAL ENGINEER OF TH£
STA 1£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ RELO OF APPLIED
SOILS MECHANICS. ALL RLL OR FU!/JRE RLL AREAS SHALL BE CONS!RUCTEO IN
ACCORDANCE 111TH TH£ CITY OF CARLSBAD STANDARD SPEC/RCAT/ONS ANO TH£
" EARTHWORK SPEC/RCAT/CWS " ATTACHED TO TH£ SOILS
INV£ST/CA 1/0N.
14. A PR£CONS1RUCT/ON Al££T/NC SHALL BE HELO AT TH£ Sl!E PRIOR TO TH£
BEC!NNINC OF WORK ANO SHALL BE AT!FNOFO BY A(! RFPRFSFNTA17/IFS
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPER/1/SION, TESTING ANO ALL OTHER
ASPECTS OF TH£ WORK !HE CONTRACTOR SHALL REOUEST A PRECONS!RUCT/ON
MEETING BY CALLING 17-1£ INSPECT/CW LIN£ AT (760) 138-389/ AT LEAST RV£(5)
WORKING OAY.S PRIOR TO START/NC CONSTRUCT/ON. TH£ CONTRACTOR 111/L THEN BE
CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A OAT£ ANO T/ME FOR TH£
PRECONS!RUCT/ON MEET/NC. APPROV£0 ORA/11NCS MUST BE AVAILABLE PRIOR TO
SCHEDULING: 17-1£ GRADING PERA/IT 111/L BE PR0/10£0 BY TH£ PROJECT INSPECTOR
AT TH£ MEET/NC.
15. ALL INSPFCT/ON REQUESTS QTHFR THAN FOR PRFCON'iTRUCTION &(FETING WIil BE
MAOF IIY CAIi/NG THF FNC/NFFRING 24 HOUR IN,FFCT!QN RFQl!FS[ !INF AT
{760) 138-389/. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.·00 P.M.
ON TH£ DAY BEFORE TH£ INSPECT/CW IS NEEDED. INSPECT/ONS 111/L BE MAO£
TH£ NEXT WORK DAY UNLESS YOU REOUEST OT/-/£R/11S£. REOUESTS A/AO£ AFTER
2.· 00 P. M. 111LL BE SCHEOULEO FOR TWO RILL WORK OA IS LATER.
/6. TH£ OWNER ANO/OR APPLICANT THROUGH TH£ DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY 0£11C£S, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO AIL LOCAL,
STAT£ ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. TH£ CONTRACTOR SHAii CONFORM TO LABOR COO£ SECT/ON 6705 BY SUBM!TT!NC
A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SH0/11NC
TH£ 0£S/CN OF SHORING: BRACING SLOP/NC OR OTHER PR0/1S/ONS TO BE MAO£
OF WORKER PROTECTION FROM TH£ HAZARD OF CA/1NC GROUND DURING 17-1£
EXCAVATION OF SUCH !RENCH OR TRENCHES OR OUR/NC TH£ PIPE INS.TA/LAT/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR AIL TRENCHES R/IE FEET (5) OR
A/OR£ IN OEPT/-1 ANO APPROVED BY 17-1£ CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVAT/ON. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY !HE CONS!RUCTlON SAFETY ORDERS. T/!ZE 8
CALIFORNIA AOM!NISTRAT/VE COO£. !HE PLAN SHALL BE PREPARED BY A
REGISTERED £NC/NEER AT TH£ CONfRACTORS £%PENS£ A COPY OF TH£ OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVAT!ON.
/8. NO BLAST!NC SHALL BE PERFORMED UNTIL A VALID BLASTING PERA/IT HAS BEEN
OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLAS11NC
PERMIT WELL IN ADVANCE OF 17-1£ SCHEDULING OF BLASTING OPERATIONS.
/9. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED 111THIN ANY WORK AREA
OUR/NC CCWSTRUCT/ON, OPERA 1/0NS 111LL cTASE !AIMED/A TEL Y, ANO 17-1£
PERAi/TT££ 111/L NOTIFY TH£ CITY £NC/NEER. OPERA T/ONS /11LI NOT RESTART
UNTIL !HE PERMIT/EE HAS RECEIVED WRITTEN AUTHORITY FROAI 17-1£ CITY
£NC/NEER TO 00 so.
20. AIL OPERAT/ONS CONDUCTED ON 17-1£ SIT£ OR ADJACENT 17-IERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, 0£PARTVR£ OR OPERATION OF !RUCKS,
£ART/-IM0/1NC EOUIPMENT, CONSTRUCT/ON EOUIPMENT ANO ANY OTHER ASSOCIATED
GRAD/NC £0UIPM£NT SHALL BE I/M/1£0 TO TH£ PERIOD BETWEEN 7.·00 A.M. ANO
6.·00 P.M. EACH OA Y, MONDAY 17-IRU FRIDAY ANO NO EART/-IMOVINC OR GRADING
OPERA 1/0NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA Y.5. (A LIST OF Cl TY
HOLIOA IS IS AVAILABLE AT TH£ £NCIN££RINC DEPARTMENT COUNTER.)
21. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO 17-1£
CITY ENGINEER FOR APPROVAL TWO RILL WORK/NC DA IS PRIOR TO BEGINNING OF
WORK
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WAST£ MATERIAL SHALL BE
DEPOSITED AT, A SIT£ APPROVED BY 17-1£ CITY ENGINEER. 17-1£ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 17-1£ HAUL
ROUTES OR ADJACENT S1R££TS AS A RESULT OF 17-1£ GRADING OPERA 1/0N.
2.1 BRUSH SHALL BE REMOVED ONLY 11117-1/N 17-1£ AREA TO BE GRADED. NO !REES AR£
TO 8£ R£MOV£0 UNLESS SPEC/RCALLY NOTED ON TH£ PLAN.
24. AIL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULT/NC IN TH£ PONO/NC OF
WATER IS NOT PERMITTED. ALI EARTHEN SWALES ANO DITCHES SHALL HAVE A
A/IN/MUM ON£ PERCENT SLOPE.
25. THESE PLANS AR£ SUBJECT TO A SIGNED ANO APPROVED Sll'PPP ANO/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROV£0
BY TH£ CITY £NC/NEER OR AS 0/RECTEO BY 17-1£ PROJECT INSPECTOR.
26. AIL SLOPES SHALL BE !RIMMED TO A RN/SH GRAD£ TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. TH£ SIT£ SHALL BE LEFT IN A NEAT ANO
OROERL Y CONDITION. ALL STONES, ROOTS OR...£21liER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SIT£ APPRO/IEO OF BY 17-1£ CITY ENGINEER.
27. AIL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYOROS££0£0
111THIN TEN (10) OAY.S OF TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRAD£
AS SHOWN ON !HE APPRO/IEO CRAOINC PLANS.
32. TH£ CONfRACTOR SHALL NOTIFY AFFECTED UT/L/TY COMPANIES (S££ BELOW) AT
LEAST 2 FULL WORK/NC OAY.S PRIOR TO START/NC CRAO/NC NEAR THEIR
FAC!L/17£S ANO SHALL COORDINATE TH£ WORK 111TH A COMPANY R£PR£S£NTAT/V£.
UNDERGROUND S£R/1C£ ALERT (800)122-4/JJ
SOC&£· (800)4//-7313
AT&T (800)892-012.J
TIME WARNER CABLE (760)438-774!
COX COMMUNICATIONS (619)262-/122
CITY OF CARLSBAO(STR££TS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAO(SEWER, WATER & RECLA/A/£0 WATER) (760)138-2722
'SAN 0/ECU/TO WATER 0/S!R!CT (760)633-2650
'LEUCADIA WAS.TEWA/ER 0/S!RICT (760)753-0/55
• VAILEC!TOS WATER 0/S!R!CT (760)711-0450
•OLIVEN.HAIN WATER 0/SfR/CT (760)753-6156
*BUENA SANIT.4770N 0/SfR/CT (760)726-1310 x/J30 * AS APPROPRIATE
JJ. PERMIT COMPLIANCE R£0/.J/R£M£NTS.-
A. FOR CON!ROLLEO GRADING TH£ APPLICANT HIRES A C//1/L £NC/NEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO Cl/IE TECHNICAL A0/1CE,
OBS.ERV£ ANO CONTROL TH£ WORK IN PROGRESS /15./6./20 A.BJ
CARLSBAD AIUNICIPAL COO£
B PRIOR TO RNAL APPROVAL OF A GRAD/NC PERMIT-17-1£ FOLL0/11NC
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 11A 17-1£
PROJECT INSPECTOR /15. /6. 120 A. roj CARLSBAD MUNICIPAL CODE
(I) RNA! REPORT BY SUPER/1S!NC GRAD/NC £NC/NEER STAT/NC ALL
GRADING IS COMPLETE ALI EROSION CONfROI, SLOP£ PLANT!NC
ANO !RR/CATION AR£ INSTALLED IN CONFORMANCE 111TH CITY
COO£ ANO 17-1£ APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENC/NEER/NC 0£PARTM£N1).
(2) AS-BUii T GRAD/NC PLAN
(.J) REPORT FROAI TH£ SOILS £NC/NEER, WHICH INCLUDES
RECOMMENDED SOIL BEAR/NC CAPAC/17£5; A STATEMENT AS TO
TH£ EXPANSIVE OUAL/TY OF TH£ SOIL, ANO SUMMARIES OF
RELO ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH£ SOILS £NC/NEER 17-IAT TH£
CRAO!NC WAS DON£ IN ACCORDANCE 111TH TH£ R£ClUIR£M£NTS ANO
RECOMMENOAT/CWS OUTLINED IN TH£ SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
(4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, IF REOUIREO BY TH£
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED 111THIN ON£(!)
YEAR AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE R£0U!R£0
TO BE RESUBAI/ 11£0 FOR PLANCHECK PLAN.CHECK FEES /11/L BE REOU/REO FOR
ANY SUCH RECHECK
35. IN ACCORDANCE 111TH TH£ CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY 17-1/S PLAN SHALL INCLUDE ''STENCILS" BE AOOEO TO PROHIBIT
WASTEWATER 0/SCHARCE OOWNS!REAM. STENCILS SHALL BE ADDEO TO TH£
SA11SFACT/ON OF TH£ CITY ENGINEER.
OWNER's CERllRCA TE
I (WE) HEREBY CERT!FY THAT A REC/STEREO SOILS £NC/NEER OR
GEOLOGIST HAS BEEN OR 111/L BE RETAINED TO SUPER/1S£ OV£R-Att
GRADING AC1111TY ANO A0/1/S£ ON TH£ COl,/PACT!ON ANO ST.4B/LITY OF
THIS S/1£ IF THIS PROJ£C1j'lJ£V£LOPM£NT IS SUBJECT TO A STAT£-
R£CULAT£0 SIIPPP, I (ifE) ALSO ACRE£ A OUALIREO SIIPPP PRAC11170N£R
(ClSP) HAS BEEN OR 111/L QE RETAINED TO SUPERVISE IMPLEMENTATION OF
TH£ SWP, .. 'PP IN A~O.-. Y!NCE WITH 17-1£ CALIFORNIA CONSTRUCT/ON ORDER ANO
MUN/C!Pjt, 'Ei 'ljfjLl.._11 TES! V£RSl~lf.1/
~;;.,, / ··. ,~ . ?./11 I 'I>
/, • BE1),, BA 'f £ Yi TE I
:i,; I .
"oECLARA llON OF lf!ESPONSIBLE CHARGE"
I HEREBY DECLARE THAT IYAM !HE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE £)(£RC/SEO RESPONSIBLE CHARGE 0/IER TH£ DESIGN OF TH£ PROJECT AS
0£RN£0 IN SECTION 670.J OF TH£ BUSINESS ANO PROFESSIONS COO£ ANO 17-IAT
TH£ DESIGN IS CONSISTENT 1111H CURRENT ST.4NOAROS.
I UNDERSTAND THAT TH£ CHECK OF PROJECT ORA/11NCS ANO SPEC/RCATIONS BY
TH£ CITY OF CARLS.BAO 00£S NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILIT/ES FOR PROJECT DESIGN.
£XCEL ENC/NEER/NC
110 STA 1£ PLACE
£SCON0/00, CA 92029
(760) 74.5-8//8
SOILS ENGINEER'S CERllRCATE
I, CARRY CANNON, A R£C!S!ER£0 £NG!N££R/NC CEOLOC!ST OF 17-1£ STAT£ OF
CALIFORNIA, PR/NC/PAIL Y DOING BUSINESS IN TH£ RELO OF APPLIED SOILS
MECHANICS, HEREBY CERTIFY 17-IAT A SAMPLING ANO STUDY OF 17-1£ SOIL
CONOIT/ONS PREVALENT 111TH!N THIS SIT£ WAS MAO£ BY ME OR UNDER MY
0/RECT/ON. TH£ RES.UL TS AR£ SHOWN IN TH£ REPORT DATED FEBRUARY /8, 20/6,
PROJ. NUMBER 07349-12-/4. TWO COPIES OF 17-1£ SOILS REPORT COMPILED
FROM THIS S1/JOY, 111TH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO
TH£ OFRCE OF 17-1£ Cl TY ENGINEER.
SIGNED.· ?7: -<. • ~
ROONEY M!K£ifn
CE NO.: 2533 4 OA1£· o -2.2. -/(.r;,
LICENSE EXPIRATION DATE· (.r, -30 -I f3
SIGNED. 4~lvv Ct) (iaA./vvf✓ifl
CARRY W C4NNON r . '\ .,
CEC NO.: 220!.
OA1E· t{-'tZ.-1 le
LICENSE EXP/RAT/ON OA 1£· ' // ~ 3 L> -! (p
PRECISE GRADING PLAN FOR
CARLSBAD RACEWAY LOT 16
WORK TO BE DONE, CONllNUED
SURFACE IMPROVEMENTS
,.
' ' ''
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
--~---... ·.:.:,;?-
PACIFIC
OCEAN
MAP
rP
>vo
. ~
~ROAD o'i',~ ,._:.:..c.-----,r--....-
,'i',~
NOT TO SCALE
CITY OF VISTA
SITE
~0-{:J
CITY OF
SAN MARCOS
OESCR!P TION
I Sl-ot I 6' CURB
I Sl-02! 6' CURB ANO CUTTER T'tP£
C
1 31-oJI o• CURB
I 37-0?1 J' PCC RIBBON CUTTER
I 57-051 CURB OPEN/NC
I Sl-05! 1• CONCRETE 570£/YALK
19-07! PCC P£0£S1RIAN RAMP
I ,I OBI PAVINl; AC 1" OVER 1'
CLASS II A.B. "
137-091 PA/1/Nl; AC 1" OVER 6.5'
CLASS II A.B. "
I 37-WI PA VINl; PCC 7' OVER 6"
CLASS II A.B "
I 37-111 CAPPED JO!Nf/AC OVERLAY
I 37-12 I CITY OF VISTA S£/Y£R
EASAIENT ACcTSS CA 1£
I 37-tJ' I C/,111 RETAIN/NC WALL
I s1-111 CM// RETAIN/NC WAIL
I 37-/5 I DOCK RETAINING WALL
I Sl-t6 I J' DEEP S!RIP !RUNCATEO
00/,1£S
DETAIL/STD DRAWING SYM
SORSO C-!
SOR.SO C-2 I I
I . I
SEE DETAIL SHEET 2
5££ DETAIL SHEET 2 I I I . ,
5££ DETAIL SHEET 2 I=-=I
SOR.SO C-7, TEX!/JRE/CO!.OR I . I PER LANDSCAPE PLANS
MOO/RED SORSO C-29, S££ ], I · I [ ADA SHEET1
AUTO PARKING (11=4.5), 5££
SOILS REPORT / 5.?.0:'-0! £(:)-"'. X y:\ ··.> ;( //
AUTO OR/VE/YA YS (77=5), 5££
SOILS REPORT
HEAVY !RUCK AREA (11=7), I SEE SOILS REPORT
5££ DETAIL SHEET 2 !W"-"@:1,?~£1 --~~Z!tt~« ,
CITY OF WSTA SID SIYR-2/A ,.
SORSO C-1 - -SORSO C-2 --PER BU/LO/NC PLANS, PROJECT
,I /5050.S DETAIL CW SHEET - -AS2
PER LATEST EDITION OF ADA o-trv~
¢00','.l'}OOOOO
00000<,)000<,)
QUANTITY UNIT
1,716 LF
680 LF
/00 LF
1,621 SF
/2 £A
5,990 SF
6 £A
/8,8.J/ SF
11,91.J SF
1,710 SF
IF
! £A
680 SF
188 SF
253 SF
212 SF
"PRELIMINARY S!/JC!/JRAL SECT/CW SHOHIV CW PLANS PER SOILS REPORT. RNAL S!RUCTVRAL S£CT1CW TO
CITY OF ENCINITAS
LEGAL OESCR/PllON
LOT /6 OF CARLSBAD RACEWAY CARLSBAD TRACT NO. 98-10, IN TH£ CITY
OF CARLS.BAO, COUNTY OF SAN 0/ECO. STAT£ OF CALIFORNIA, ACCORD/NC
TO RNAL SUB0/11SION MAP NO. /50/.J, RIED IN TH£ omc£ OF TH£
COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA, ON MAY .J, 2005.
PROJECT LOCA llON
THIS PROJECT IS LOCATED 111/HIN ASSESSORS PARCEL NUMBER(S)
22/-881-/7-00 & 22/-88/-18-00, TH£ CALIFORNIA COORDINATE IND£)(
OF THIS PROJECT IS N /99.J, £ 6260.
AOORESS
LIONS.HEAD AV£NUE {LOT 16)
CARLSBAD, CA 92008
BASIS OF BEARINGS
TH£ BASIS OF BEARINGS FOR THIS SURVEY IS TH£ CCS 8.J, ZONE
6 COORDINATES ANO (NA083) C£00£T/C POSITIONS, GRID BEARING
BETWEEN STA 1/0N "VW03073" ANO ·asB-095" CITY OF CARLSBAD
(BOT/-/ HA 11NC A CALIFORNIA COORO!NA 1£ VALUE OF RRST ORDER
ACCURACY OR BETTER) AS SAID STAT/ONS PER RO.S. /7271.
SOUTH 70· /6' oo· WEST.
771£ COAIB!NEO SCALE FACTOR AT STA110N "Vll'OJ07Jf" IS
0.99991/280. GRID DISTANCE= GROUND DISTANCE)( COMBINED SCALE
FACTOR
BEARINGS ANO 0/STANCES SHOWN ON THIS MAP ARE IN TERMS OF
CROUNO. OUOTEO RECORD BEARINGS ANO OIST.4NC£S MAY OR MAY
NOT . BE IN TERMS OF GROUND.
VSTANCES SHOWN ON THIS MAP AR£ GROUND UNLESS OTHER/11S£ ALL 0.
NOTE, lJ.
BEM 'CHA/ARK
Y?IPT/ON.· 0£SC
LOCA T/ON:
REC&.
£Z£VA
V FROM.·
T/ON.·
2" DISC
IN TH£ MIDDLE OF TH£ SIDEWALK AT BUSINESS
PARK ROAD ANO SAN MARCOS BOULEVARD.
ROS 17271 (POINT V.lr.O. 307.J)
507.65 OA TVM.· NCl/lJ 29
'RCE OF TOPOGRAPHY SOI.Ji
CRAPHY SHOWN ON THESE PLANS WAS GENERATED BY RELO
Y M£1HOOS FROM INFORMA 1/0N CA THEREO ON !HE OA TE OF
BE 0£1£RAl!N£0 BY R-VALUE TEST/NC AFTER C()l,(PLET/CW OF GRAD/NC.
ENGINEER OF WORK
WA TEI? AND S[Wf'/? MPRO/,.£MENT5 /fORk
.. ro 8E /JO!VE av Sh'FET 2
£XCEL ENC/NEERING
440 STAT£ PLACE
£SCON0/00, CA 92029
PHONE (760) 745-8//8
FA)( (760) 715-1890
OWNER/l}EYEZ.OPER
CARLS.BAO INDUSTRIAL PAR/(, LP.
P. 0. BOX 3///
LA JOLLA, CA 92038
SEE SHEET 2
FOR WATER,
SEWER NOTES
REFERENCE DRAHfNGS
CARLSBAD owe 409-1 CARLSBAD RACEWAY, C. T. 98-10
(WATER, SEWER, REC. WATER, & STORM DRAIN)
CARLSBAD owe 109-!A CARLSBAD RACEWAY, C. T 98-/0
(GRADING PLANS, OESIL T.41/0N BASIN, ANO STORM DRAIN)
POST-CONSTRUCTION BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDRDMODIFICA TIDN?
~ STANDARD STORMWATER REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENTA T/ON)
PRIORITY PROJECT REQUIREMENTS NO
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
B!ORETENT/ON CC&R & BMP Bl MONTH! Y (SURFACE TC-32 PVT /J BASIN MA/NT. AGREEMENT W/ CITY INSP£C11CW)** (AS N££0£0)
WORK TO BE DONE
17-1£ GRAD/NC WORK SHALL CONSIST OF TH£ CONSTRUCT/ON OF ALL curs ANO
RLLS, REMEDIAL GRADING; DRAINAGE FAC/LIT/ES, EROSION CONTROL FACIL/17£5;
ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT
GRADING PLANS, AS-BUii T GEOLOGIC MAPS ANO REPORTS, AIL AS SHOWN OR
REO/.J/REO ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPEC/RCAT/ONS,
R£0/.J/R£M£NTs; RESOLUTIONS ANO ORDINANCES CITED ON 17-IESE PLANS.
TH£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE 111TH THE FOIL0/11NC
OOCUMENTs; CURRENT AT TH£ TlME OF CONSTRUCTION, AS DIRECTED BY TH£
CITY ENGINEER.
I. CARLSBAD MUNICIPAL COO£
2. CITY OF CARLS.BAO £NCIN££RINC STANDARDS
J. !HIS SET OF PLANS
1. SITE DEVELOPMENT PLAN (SOP /5-10) APPROVAL LETTER DATED 10-26-15
5. TH£ STANDARD SPEC!RCAT/ONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY CEOCON, INC DATED MARCH 18, 2015, PROJECT NO 06142-32-20,
7. TH£ SAN DIEGO REGIONAL STANOARO ORA/11NCS ANO AS MAY BE MOO/RED BY 17-1£ CITY OF CARLSBAD STANDARDS.
8. £N/1RONM£NTAL APPROVAL DOCUMENTS APPROV£0 OUR/NC TH£ CARLSBAD OAKS NORT/-1 SPEC/RC PLAN (EIR 98-08}
9. STORM WATER POLLUT/ON PRE/IENT!ON PLAN PREPARED BY £XCEL ENC/NEER/NC DATED MAY
2, 2016 W0/0 NO. 9 J7C377088
/0. STORM WATER 0/JAI/TY MANAGEMENT PLAN SWOMP# 16-IJ
PREPARED BY £XCEL £NC!N££RINC DATED MAY 4, 2016
/1. CALIFORNIA STORM WATER OUAL!TY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK ANO
CAL!RANS CONSTRUCT/ON SIT£ BMP MANUAL
/2. HYDROLOGY STVOY PREPARED BY £XCEL £NC!N££RINC DATED MAY 4, 2016
PROPERTY BOUNDARY
CUT SLOPE. 2.· I MAX
CONTOUR INDEX
CONTOUR INTERMEDIATE
~
~
FZOW LIN£ OR FZOW DIRECTION --·· --
TOP OF Cl/RB EZEVA 1/0N
RN/SH SURFACE ELEVA 1/0N
FZOW LINE
INV£RT ELEVATION
TOP OF CRATE ELEVA TlON
400.0 TC
40MFS'
40MFL' ~ ~
~
£)(/STING CONTOUR
EXISTING STREET LICHT
CUT/RLL LIN£
EXIST!NC STORM DRAIN _==c._;:::::::. SIT: ==--.:::=
O>---J:l EXIST/NC WA !FR LIN£ ---W ---
EXIST/NC RECLAIMED WATER ---R',/ ---
LIN£
PR/VA TE DRAINAGE IMPROVEMENTS
DESCRIPTION
I Sll-0/! TIP£ A CLEANOIJT (1x1)
I so-021 TIP£ B CLEANOUT (4x5)
I 'il2 ail SIOEIYALK UNOERORAIN
I S0-06! 6' AREA DRAIN
I S0-7 I 1-' PVC PERFORATEO PIP£
I '12-8 I 1' SO PVC SOR 35
I S0-9 I 6" SO PVC SOR .J5
I SD-!!I 12· HOP£
I so-121 18' HOP£
DETAIL/STD DRAW/NC
SORS00-9
SORSO 0-/0
SORSO 0-27, MOO/REO PER
DETAIL SHEET 2
PER DETAIL SHEET l
PER DETAIL SHEET fJ
SORSO 0-60
SORS00-60
SORSO 0-60
SORS00-60
SYM
ll£ll
ll£ll
-·--·~!12]~1 ----l
0
_,,_
I S0-11! 18' HOPE, 0£1£NT/CW PIP£ SORSO 0-60 6---9
I S0-/5! TIP£ BORA/NACE DITCH * SORSO 0-75
I 50-/6! NOT USED
I S0-171
1.'i/J-181
I .5ll-201
I so-211
I so-221
RIP RAP PAO
CATCH BASIN-TIP£ F
BROOKS BOX CRATEO INLET
21'x21' If/ !RAfflC CRATE
ilff£R£ LOCATEO IN S1R££T
BROOKS BOX CRATEO INLET
35'x36' If/ !RAmc CRA 1£
ilff£R£ LOCA 1£0 IN S1R££T
CCWCR£1£ LUC CCWNECT/ON
8/0-RL !RA 1/tJV FAC/L/17£S
BIO-CLEAN C/SB 1,1£0/A
I S0-2.JI Rt TlR SIST£1,f FOR CURB
INLETS
* AS MOO/RED BY CITY STANDARD
SEHER HVRK NOTE
!. CONTRACTOR SHALL OBTAIN A CITY OF
11STA 'RIGHT-OF-WAY PERMIT FOR ANY ltVRK
TO BE PERFORMED 111/HIN TH£ CITY OF 11STA
SEH£R EASEMENT.
RIP-RAP PAO /' !HICK WITH
3'-6' ROCK
SORS00-07
BROOKS 2421
BROOKS J6J6
SORS00-63
5££ DETAIL SHEET /J
1,100£Z ,I BC-RC//lfJ-MF-22-21,
FOR LOCAT!ON SE£ SHEET 13
~
[@]
[DI!
I]
~
L016-016 CITY OF VISTA
APP~OVED: , . I 'SHEETS 1 THRU 131
1 ',¼ 1 U../C ?01;, f
FOR ICITY ENGINEER RCE.
SANITATION DIV REVIEWED
~~ 070<! r
FOR SANITATION RCE.
QUANTITY UNIT
2
3
r
!!
555
118
/95
514
34.5
270
5/0
/80
!
3
7
I
1,880
!
£A
£A
£A
£A
LF
LF
LF
LF
LF
LF
LF
SF
£A
£A
EA
EA
SF
£A
GP1G-01O
orpt,/;(p
EXP. UA Tl:
q/31J/1{:;
.EXP. DATE
2. ANY ltVRK DON£ 111/HIN TH£ S£/Y£R CITY OF VISTA "AS-BUILT" EASEMENT REOIJIRES CITY OF 11STA
INSPECT/ON ANO APPROVAL.
J. ANY WORK DON£ !If/HOUT INSPECT/ON BY REVIEWED BY:
TH£ CITY OF VISTA 11111 8£ REJECTED. # * ~ ~ -:?;;., d, cl;;:
TOPO
SUR/IE
NO//Ei
HERE<
MBER 6, 2015 BY £XCEL ENGINEER/NC. TOPOGRAPHY SHOIIN
VN CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
EAR THWORK OUANllllES
CUT: 9.558 CY
4//~/.?o/8
**TH£ RLTER PORT!ON OF TH£ SYSTEM SHALL BE AIIXEO ONCE £V£RY 3-5 1£ARS (AIIN) ~** f!_e.;,111tze,; 5W,e eSH-r FO~ITAJN '-/~
ATE
vt,,:;.;,,·oow Ot>C, To N:.J°t"d;t.f}
0 oc.. 20/8-ol'IB'IC,6 ?,Rt~/1:.. re. APl'/lOV/>:I... 01" r/lli 01-12-/8 /Iµ, . -,.-
fi?. lfC'd -1-l!J-ZIJ/B ,AS-f31,1/L -r pt /hJ >, INSPECTOR 7 1 DATE
RLL: /0.932 CY
r.· ,371 CY IMPOR
EXPO,
REMEi
'RT: 0 CY 1
VIAL: J. l/9 CY
PREPARED&, MY SUP~
BY /~/oc2
1rOB£RT 0. DENTINO R.C.£ NO.: 45529
RRM.· £XCEL ENC/NEERING
ADDRESS.· 140 STAT£ PLACE
CITY, ST.: ESCONDIDO, CALIFORNIA
TELEPHONE (760) 715-8f/8
DATE 8(1/">'/?&
EXP/RAT/ON.· /2-Jf-~
13
11 AS BUIL T 11
/~oLJ~ "I //'l/,7 , ' RCE '/5is?'! EXP, 1.t-/3 ,p k DATE
/1
R~~1:0~ i7,i7,, If\ ~,?O AS-BUILT
11/rt,,/11 DATE INITIAL
INSPECTOR DATE ENGINEER OF WORK REVISION
I SHlEET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 3
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16 ·
(MAP NO, 15013)
/) A TITLE SHEET
{J .... )/ I J,J,-~11-APPROVED: JASON S. GELDERT
A,.,~ lD. Zo/b V ,
Cl't'Y ENGINEER EXPIRES 09 /30 /18 " ' RCE 63912 DATE
DWN BY: IJJ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: !l DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 16~02 493-4A
'
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WATER NOTES
I. /YA/FR & RECYCLED /YATER MAIN ANO APP//RlFNANCES SHALL 8£ CONSTRUC!FO IN
ACCORDANCE 111TH THE "CITY OF CARLSBAD ENGINEER/NC SfilNOAROS" (LA!FST
£0/170N) VOLUMES 2 & J.
2. THE CONTRACTOR SHALL OBTAIN AN £XCA//A170N PERMIT FROM THE 0////S/ON
OF INO/ISTRIAL SAFETY BEFORE ANY £XCAM11CW ANO SHALL PROV/OE PROOF
OF OSHA N017RCA170N ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTR/IC110N SAFETY OROERS.
J. BEFORE ANY CCWNEC110N OR SHUT OOMN OF //AL //ES ON £XIS17NC C.M. IY.O.
LINES, A PERMIT SHALL BE OBTAINED FROM !HE C.M.IY.0. OFRCE ANO MUST
BE SIGNED ANO APPRO//EO BY !HE CITY OF CARLSBAOS DEPUTY CITY
ENC/NEER ANO !HE /111LITY OP£RA170NS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUC170N CONFERENCE M££11NC SHALL 8£ HELO A MINIMUM OF 7
OAYS BEFORE CCWSTRUC11CW BEGINS. THE CONTRACTOR SHALL N011FY !HE
CITY OF CARLSBAD ENGINEER/NC INSPEC110N 48 HOURS PRIOR TO BECINNINC
OF CONSTRUC170N, TELEPHCWE N0.(760) 4.J8-.J89! FOR SCHEO/ILINC.
5. !HE CCWTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENC/NEERING /NSPEC110N
OEPAR!MENT 48 HOURS PRIOR TO STAR17NC WORK SO !HAT INSPEC710N MAY 8£
PR0///0£0 -TEZEPHCWE NO. (760)4.J8-.J89!.
6. NO TREES OR STRUCTURES SHALL BE ALLOfPEO IN !HE WA/FR LINE EASEMENT,
ALL DJS71NC TREES ANO STRUCTURES SHALL BE REMO//EO PRIOR TO
COMMENCEMENT OF WORK -ANY £XC£P710NS SHALL REOUIRE IIRIT!FN
PERMISSICW FROM !HE DISTRICT ENC/NEER.
7. ALL BURIED COPPER PIP/NC ANO APPURTENANCES SHALL BE PROlFClFO BY
MEANS OF CA!HOOIC PR01FC710N. IF 0£f£l.OPER/OMN£R CONDUCTS A SOILS
lFST REPORT ANO OEMONSTRA!FS THAT PROTEC110N CAN 8£ PERFORMED IN
ANOTHER MANNER, !HE DISTRICT ENC/NEER MLL CONSIDER AN AL1FRNA71//E
FORM OF PR01FC710N.
8. THE EXACT HORIZON1i/L ANO //ER71CAL ALIGNMENT ANO TIP£ OF MAlFRIALS OF
!HE RR£ LINE LOCA!FO BETIYEEN THE 0£/FCTOR CHECK //ALI£ ANO 8/1/LOINC
SHALL 8£ 0£/FRMINEO BY !HE CITY OF CARLSBAD RRE MARSHAL
.9. ALL POTABLE WATER ANO RECYCLED WA lFR SERVICES SHALL 8£ !' ANO ALL
ME!FRS SHALL 8£ !' (UNLESS OTHERMSE NOlFO CW PLAN0<
70. ALL /YA !FR METER BOXES SHALL 8£ 7 7" X .JO" X 72" POLYMER CONCR£1F AS
MAN/IFAC!VREO BY ARMORCAST OR £0/IAL
II. MINIMUM SPACING BETIYEEN POTABLE WA/FR LAlFRALS ANO SEfPER SERVICES SHALL
8£ 10 FEET.
72. THE TOP OF WATER ME/FR BOXES SHALL 8£ FLUSH 111TH THE RN/SHED SURFACE
CRAO£
!J. CONSTRUC170N OF WA/FR MAINS ANO RECYCLED WA/FR MAINS SHALL ADHERE TO
!HE 'CRl!FRIA FOR !HE S£PARA170N OF WA/FR MAINS ANO SANITARY SEIYERS"
PUBLISHED BY !HE STATE OF CALIFORNIAS OEPAR!MENT OF HEAL!H SERVICES.
/4. AXIAL OEFLEC710N AT !HE PIPE JOINTS ARE NOT ALLO/YEO. THE USE OF A HICH-
OEFLEC710N COUPLING AT A PIPE JOINT MAY 8£ PERMIT!FO BY !HE INSPECTOR CW
A CASE BY CASE BASIS NOT TO £XC££0 4 DECREES TOTAL OEFLEC170N PER
CO/IPL/NC (2 DECREES/EACH CASKEl}. USE CERTA/NlFEO "///N/1.-IRON" H.0. FOR C900.
SEWER NOTES
!. SE/YER MAIN ANO APP//RlFNANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE 111TH
THE "CITY OF CARLSBAD £NC/NEER/NC STANOAROS (LATEST £0/110N), VOLUME/-
GENERAL DESIGN STANDARDS, CHAPTER 6-0ESICN CR/lFRIA FOR GRAVITY SE/YER
LINES ANO APPURTENANCES, ANO vDL/IME .J -STANOARO ORAMNCS ANO NO!FS
ANO THE SfilNOARO SPECIRCA110NS FOR PUBLIC lfORKS CONSTRUC170N, LA!FST
£0/170N (GREEN BOOK)
2. !HE CONTRACTOR SHALL OB1i/lN AN £XCA//A170N PERMIT FROM /HE 0/WSION
OF INDUSTRIAL SAFETY BEFORE ANY £XCA//A170N ANO SHALL ADHERE TO ALL
PROVISIONS OF !HE STA!F CONSTRUC170N SAFETY ORDERS.
J. BEFORE ANY CONNEC710N TO !HE CITYS £XIS11NC SYS/FM, A PERMIT
SHALL BE OBTAINED FROM !HE CITY. IT MUST 8£ SICNEO ANO APPR0/£0
BY !HE CITY ENC/NEER ANO SUPERINTENDENT.
4. BEFORE CONSTR/IC170N BEGINS IN ANY PUBLIC RICHT OF WAY, A CITY RICHT
OF WAY PERMIT SHALL 8£ RE{}(J/REO.
5. /HE CONTRACTOR SHALL N017FY THE CITY OF CARLSBAD ENC/NEER/NC INSPEC710N
48 HOURS PRIOR TO !HE BEGINNING OF CONSTR/IC170N. (TELEPHONE NO. /760} 4.J8-.J89I)
EROSION CONTROL NOTES
!. IN CASE EMERGENCY /YORK IS REOUIREO,CCWTACT GRANO PAC/RC RESORTS, AT
(760) 54.J!-.J8500 (PHONE NUMBER) HOUSTON ARNOLD CELL/(760) 585-8879
2. E0/1/PMENT ANO WORKERS FOR EMERGENCY lfORK SHALL 8£ MAO£ AVAILABLE AT ALL
17MES OUR/NC !HE RAINY SEASON. ALL NECESSARY MA!FRIALS SHALL 8£ STOCKPILED ON SITE
AT CONVENIENT L OCA 170NS TO FACILI TA lF RAP/0 CONSTR/IC71CW OF lFMPORAR Y 0£///CES lff/EN
RAIN IS EMINENT.
J. FOR PROJECTS CO//EREO BY STAlF SIYPP/WIO, IN ACCORDANCE 1111H !HE CONSTRUC770N
OROER ISS/IEO BY THE CALIFORNIA REGIONAL WA/FR 0/IALITY CONTROL BOARD, !HE OUALIREO
SIYPPP PRAC71710NER (OSP) SHALL /IPOA!F ANO MAIN1il/N !HE IYAlFR POUU710N CONTROL
(IYPC) PLAN TO ADDRESS /IPOA!FO SITE CONOl710NS OF !HE PROJECT. !HE /IPOA!FO IYPC
PLAN ANO UPOATE SIYPPP SHALL 8£ KEPT AT !HE PROJECT SllF ANO MADE AVAILABLE TO
!HE CITY INSPECTOR. A00/710NAL CONSTR/IC710N BMP's BEYOND /HE ORIGINAL APPRO//EO
SIYPPP SHALL BE PR0///0£0 TO AOORESS SllF CON0/110NS NOT AN71CIPATEO. THE OSP SHALL
REPORT BMP OERCIENCIES TO THE CITY INSPECTOR. THE OSP SHALL OBTAIN APPROVAL FROM
/HE OUALIREO SIYPPP 0Ef£l.OPER ANO /HE CITY INSPECTOR RECAROINC ANY SICNIRCANT
CHANCES TO BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OE///CES TO WORK/NC ORDER TO
!HE SA71SFAC710N OF THE CITY ENC/NEER AF/FR EACH RUN-OFF PROO/IC/NC RAINFALL.
5. !HE CONTRACTOR SHALL INSTALL A00/710NAL EROSION CONTROL MEASURES AS MAY BE
REOUIREO BY THE CITY ENGINEER 0/1£ TO /INCOMPLE!FO CRAOINC OPERA710NS OR
UNFORESEEN CIRCUMSTANCES lff/lCH MAY ARIS£
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAU170NS TO
PR£1£NT PUBLIC TRESPASS ONTO AREAS lff/ERE IMPOUNDED WA!FRS CREA!F A HAZARDOUS
CON0/17CW
7. ALL EROSION CONTROL MEAS/IRES PROl/0£0 PER THE APPR0/£0 GRADING PLAN SHALL BE
INCORPORA lFO HEREON.
8. CRAOEO AREAS ARO/INO !HE PROJECT PER/ME/FR MUST ORAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK/NC DAY.
.9. ALL REMOVABLE PR01FC171£ 0£///CES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH
lfORKINC OAY WHEN !HE R//E (5) OAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40%). SILT ANO OTHER DEBRIS SHALL BE REMO//EO AF/FR EACH RAINFALL
10. ALL CRAf£l. BAGS SHALL BE BURLAP TIP£ 111TH J/4 INCH MINIMUM AGGREGATE.
!!. SHO/ILO CERMINAllON OF HYORO-SEEOEO SLOPES FAIL TO PR0///0£ EFF£C17//E C01£RAC£
OF CRAOEO SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, !HE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 111TH SECllON .J5.02.J OF THE
EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSER//A170N, STATE
OF CALIFORNIA.
lEMPORARY EROSION CONTROL
PLANTING ANO /RR/GA TION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLAN71NC ANO !RRICAllON SHALL
8£ INS1i/LLEO ANO MA/Nfil/NEO AS REO/IIREO IN SECllON 2!2 OF THE STANOARO
SPEC/RCA 710NS ANO THE FOLL 0/11NC.·
A. HYORO-SEEOINC SHALL 8£ APPLIED TO.·
!. ALL SLOPES !HAT ARE CRAOEO 6.·/ (HORIZONTAL TO //ERllCAL) Of? SlFEPER
M-IEN THEY ARE.·
o. !HR££ FEET OR MORE IN HBCHT ANO ADJACENT TO A PUBLIC WALL
OR S!REET.
b. ALL SLOPES 4 FEET Of? MORE IN HBCHT.
2. AREAS CRAOEO R.ATTER THAN 6:/ lfHEN ANY OF !HE FO!_LOWINC CONO/llONS
EXIST:
o. NOT SCHEDULED FOR IMPRO//EM£NTS(CONSTRUC710N OR GENERAL
LANDSCAPING) ilf!HIN 60 DAYS OF ROUCH GRADING.
b. IOENllREO BY !HE PARKS ANO RECREA170N DIRECTOR AS HIGHLY
///SIBLE TO THE PUBLIC.
c. HA//£ ANY SPECIAL CONOl170N IOEN11R£0 BY THE CITY ENGINEER
!HAT WARRANTS IMMEOIA lF TREA WENT.
B. HYORO-SEEOEO AREAS SHALL BE /RRICA!FO IN ACCORDANCE ilf!H !HE FOLL0/11NC
CR/lFRIA:
/. ALL Si'OPES !HAT ARE CRAOEO 6.·/ OR SlFEPER ANO !HAT AR£
o. THREE TO BCHT FEET IN HBCHT SHALL 8£ IRRICA!EO BY HANO WA/FR/NC
FROM OU/CK COUPLERS/HOSE BIBS OR A CONl£N170NAL SYSTEM OF LOW
PRECIPITA 110N SPRINKLER HEADS PR0///0/NC /00% COVERAGE.
b.CREAlFR !HAN 8 FEET IN HEIGHT SHALL 8£ WA!FREO BY A
CONl£Nl10NAL SYS/FM OF LOW PRECIPITAllON SPRINKLER HEADS PROl/0/NC
/00% CO//ERAC£
2. AREAS SLOPED LESS !HAN 6.·/ SHALL BE IRRICA!FO AS APPRO//EO BY THE
CITY ENC/NEER, PRIOR TO HYORO-SEEOINC. THE 0£1£1.0PER SHALL SUBMIT
A PROPOSED SCHEME TO PROV/OE /RR/CA 170N TO THE CITY ENGINEER. /HE
PROPOSAL SHALL BE SPEC/RC REGARDING !HE NUMBERS, TIPES ANO
COSTS OF !HE flEMENTS OF !HE PROPOSED SYS/EM.
J. IRRICA17CW SHALL MAINTAIN /HE MOISTURE LEf£l. OF THE SOIL AT !HE
OP11M/IM L£f£l. FOR !HE CROIYTH OF !HE HYORO-SEEOEO CROW1H.
C. HYORO-SEEO!NC MIX SHALL CCWSIST OF ALL OF THE FOLLOMNC.·
!. SEED MIX SHALL CCWSIST OF NO LESS !HAN:
o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. .J lbs. PER ACRE OF£ SCHOOL CIA CALIFORNICA
d 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. .J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
I. !/2 lb. PER ACRE OF 0/MORPHOLECA
g. !!EMS c;d,e, ANO f OF !HIS SUBSECllON MAY BE OMIT!FO ON
LOCAllONS lff/ERE !HE AREA BE/NC HYORO-SEEOEO IS NOT /4S/BL£
FROM OTHER A PUBLIC STREET OR RESIOEN71AL STRUCTURES.
Ii. !!FM o OF THIS S/IBSEC710N MUST BE INOCULATED WITH A NITROGEN
RX/NC BAClFRIA ANO APPLIED ORY El/HER BY OR/LL/NC OR
BROAOCASllNC BEFORE Hi1JRO-SEEOINC.
1. ALL SEED MATERIALS SHALL BE TRANSPOR!FO TO !HE JOBSl!F IN
UNOPENED CONTAINERS 1111H !HE CALIFORNIA OEPAR!MENT OF FOOO
ANO ACR/C/ILTI.JRE CER17F/CA170N TAC ATTACHED To, OR PRIN!FO ON
SAID CON1i1/NERS.
; NON-PHYTO-TOXIC fPET11NC AGENTS MAY BE AOOEO TO THE
Hi1JRO-SEEO SLURRY AT THE 0/SCREllON OF THE CONTRACTOR.
2. TIP£ I MULCH APPLIED AT !HE RA!F OF NO LESS THAN 2000 lbs PER
ACRE. TIP£ 6 MULCH (STRAW) MAY BE S/IBSllT/JlFO, ALL OR PART, FOR
HYORA/ILICALLY APPLIED RBER MAllRIAL lff/EN STRAW IS //SEO, IT MUST 8£
ANCHORED TO !HE SLOPE BY MECHANICALLY PUNCHING NO LESS /HAN 50% OF
!HE STRAW INTO THE SOIL.
.J fER71LIZER CONSIS17NC OF AMMONIUM PHOSPHA!F SULFATE, 16-20-0, Wl!H
15% SULPHUR APPLIED AT !HE RA!F OF 500 lbs. PER ACRE
0. AREAS TO BE HYORO-SEEOEO SHALL BE PREPARED PRIOR TO HYDRO SEEDING BY.-
!. ROUGHEN/NC !HE SURFACE TO 8£ PLAN!FO BY ANY OR A COMBINAllON OF.·
o. TRACK IYALKINC SLOPES SlFEPER THAN 6.· I
b. HARR0/11NC AREAS 6:/ OR FLAT/FR !HAT ARE S/IFRC/ENTLY FRIABLE
c. RIPPING AREAS !HAT MLL NOT BREAK UP US/NC llFMS o Of? b
ABO/I£
2. CON0/170NINC !HE SOILS SO !HAT IT IS SUITABLE FOR PLAN71NC BY.-
o. AOJ/IS17NC !HE SURFACE SOIL MOISTURE TO PROl/0£ A DAMP
BUT NOT SAlVRAlFO SEED BEO.
b. !HE A00/11CW OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COi-ER/NC SALINE SOILS TO PR0/40£0 I/ABLE CONO/llONS FOR CROIYTH.
£ HYORO-SEEOEO AREAS SHALL BE MAINTAINED TO PR0///0£ A /4COl?O/IS CROIYTH
/IN11L !HE PROJECT IS PERMANENTLY LANOSCAPEO OR, FOR AREAS lff/ERE
HYORO-SEEOINC IS !HE PERMANENT LANDSCAPING. /IN71L !HE PROJECT IS
COMPLE!EO ANO ALL BONOS RflEASEO.
WORK TO BE OONE, CONTINUED
I IYT-OA
I WT-o"l]
I WT-0.Jt,
l lYT-Ofl
I IYT-05I
IIYT-061
!IYT-07!
1 s:s-021
WATER IMPROVEMENTS
DESCR/P T/ON DETAIL/STD DRAWING SYM
EXIST. 2• WA/FR SERVICE
INS1i/LL 2• AIE!ER (PUBLIC) CMHfJ W.J 0---V-□
EXIST: 2' IRR/CAllCW WA/FR
SERVICE /NS1i/LL 2' YE/FR Cl.Ill[} W4 0---V-□
(PUBUC)
2' IRRICA 710N BACKR.0/Y -D-SllJ. 01/C. CMHfJ /Y-20 PREI-EN!FR
2' POT1i/BLE BACl(FLOIY -D-SllJ. 01/C. CMHfJ IY-20 PREI-EN!FR
2' WA/FR SCH. 40 P/IC --',/--(PR/YA!F)
PRI/IA lF 8' RRE AIAIN If/ PER SlO 0/l'G IY-22, PER RR£
OOC// OEPAR1AIENT PERAIIT ---, --
PUBLIC 8' FIRE AIAIN PER SlO 0/l'G Jr--22 --F--
SANITARY SEWER IMPROVEMENTS
OESCRIP T/ON
6" P/IC SOR-J5 SEHFR
LA lFRAL (PRI/IA lF)
SEHER CI.EANO/IT
DETAIL/STD DRAWING SYM
CARLSBAD STD 0/l'G S-7
~s---o
CARLSBAD STD 0/l'G S-6
I
LOT 17 I MAP 15013
OUANT/TY UNIT
I EA
! EA
I EA
I EA
122 LF
26 LF
OUAN17TY UNIT
!08 LF
.J EA
SCALE !"=/00' - ---0 !00
R/JI'
10'
5.5'
6' CURB ANO G/JT!FR
42" RCP STORY DRAIN ------------0
PER 0/l'G NO. 109-/
{,IPPROX ro' OEEP)
7
I
I
I
vTRY'ft ( \ I t0 .
' . ., -·-
[)J
INDEX OF SHEETS
SHEET I -17TLE SHEET
SHEET 2 -NO!FS & DETAILS
SHEET J -SECllCWS
SHEET 4 -AOA DETAILS
SHEETS 5 & 6 -GRADING PLAN
SHEETS 7 !HR/I 9 -STORM ORAIN PLAN & PRORLES
SHEETS /0 & II -/117LITY PLAN
SHEET 12 -DIMENSION CONTROL
SHEET /.J -B/0-RL TRA 110N OE1i/lLS
C/1.
A.C. PAI-EMENT OR
PERl/0/IS CONCRElF
I SI-OJ I O" CURB RUNS LENGTH OF
CURB OPENNINC
I Sl-01 !TIP. 6" MOE
6" HIGH C/fR.R/-a..,..
VARIES _ \
]\/110£ '(CEN!FREO ON CURB
.OPENING UNLESS OTHERWISE
~ .•· .7 SHOMN ON PLAN)
· /,✓~-INSTALL RIP-RAP PAO!'
-✓ J•• !HICK 111TH .J"-6" ROCK
• •• EX!FNO RIP-RAP 2' PAST flOIY
flOIY LINE OF SWALE OR LINE/ TOE OF SLOPE
BOTTOM OF 0£1FN110N PONO
RIP-RAP INS1i1LLA 170N
CURB OPENING DETAIL 1 .51-051
NOT TO SCALE
TOP OF o• CURB
(HOR/ZON1i/L LOCA 11CW &
SlFEL REBAR REINFORCEMENT
PER SECllON 8-B OF SORSO
//ER 17CAL EJ.E//A 110N PER PLAN)
PA //EMENT & BASE ON
BO!H S/OES (IF APPLICABLE)
520-C-2500
SIDEWALK~
0.56'@ 0/lllET'*
owe NO. 0-25
CONCRE!F ~ " -'---~ EXTENO O" CURB TO
C,lASS 1,1/ B'A SF c S/IBCRAOE (12'' MIN)
(OEP!H PER !HES£ PLANS/ TO //ARIES
BE CONRRMEO BY CEOTECH) (12" MIN)
o• Cl/RB OETAh'.l SI-O.JI
NOT TO SCALE
4• to 6" ADAPTOR --
**MOU!H OPEN/NC @ CUTTER (/NLEl}
TO 8£ STANOARO 0-25 OPENING
DETAIL -MOOIF/EO 0-25
SIDEWALK /JNOERORAIN
NOT TO SCALE IS0-0.JI
____ 4" A TRUIM CRA lF NOS /75 ----..
4' SCH 40 PVC
'-----NOS 6' SPEEO BASIN----
R/JI'
AREA ORAIN OETAJLIS0-061
SCALE !' = 5'
CAPPING JOINT
(2" OEEP GRIND & 01€RLA Y,)
FL EJ.E//A llCW
PER PLAN
26' 26' 10'
SAW CUT LINE
NE/Y
PAI-EAIENT
SECllCW
f-----2L-j I I £XIS17NC PAl€MENT
/9'
14'
l ,. ,~ """"'
WA !FR PER 0/l'G NO.
409-1 {,IPPROX 4. 5'
OEEP)
/9'
2% -
5.5'
'( 6' CURB ANO Cl/TIER
l 12· PVC WA !FR PER 0/l'G
NO. 409-f
{,IPPROX J.5' OF CO/ER)
£XIS17NC PAI-EAIENT
SECllON 4" AC 0/ER 8"
AB ACWRO/NC TO 0/l'G
NO. 409-!
8' PVC SE/lf:R PER
DWC NO. 409-!
{,IPPROX 8 TO 9' OEEP)
i-----AA"ROX LOCAllON OF 54"
CAII.C OESAL!NAllON PIPELINE
lYPICAL CROSS-SECTION L/ONSHEAO
A vEN/JE {LOOKING EAST)
NO SCALE
CAPPED JOINT DETAIL
NOT TO SCALE
J'' AC 0//ER 6" CLASS II A.B. OR 4• AC
0//ER 9" CLASS II A.B., SEE PLAN FOR
SECllON LOCAllONS 6" PCC 0//ER NA 11//E
COMPAC!FO TO 95%
• lff/ERE ADJACENT TO HANO/CAP STALLS MAXIMUM SLOPE TO 8£ 1.5%
RIBBON GUTTER SECTION {TYP.) ISi-Mi
NOT TO SCALE
I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR
w 3
BUIL T11 CARLSBAD RACEWAY LOT 16 11 AS (MAP NO. 15013)
NOTES AND DETAILS PREPARE°a MY s:z;~ ~oJ--4--1_,ty/,-;,
BY _4£. 0 OAT£.· &/,z 3#.C • , i {L,, Io APPROVED: JASON S. GELDERT
RCE '/5'C2 'J EXP. t'--/J,/1 e Exp.12-31-1,-8'.:
I
C!V\\.
ROBERT 0. OENllNO R.C.£ NO.: 45629 EXPIRA1fON.· 72-J/-)IJ-DATE '1 ') A'{;)~' z.oJl, ;
f .. ,. •. 18 Cl-l'Y ENGINEER RCE 63912 EXPIRES 09 /30 /18 DATE R/f€.,.. EXCEL ENC/NEERING RE'-j_ytvE;,DnBY, ~ I "';,., /, ., /1\ AS-SU!LT /7/jP I IJ AOORESS· 440 SfillF PLACE /_,,-.. .,v(;J P /, 1,/ 11
DWN BY: PROJECT NO. DRAWING NO. , DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ,:{-j.' CITY, ST.: ESCONOIOO, CALIFORNIA REVISION DESCRIPTION SOP 16-02 493-4A lElEPHONE (760) 745 8178 INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
'
I
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□ I
2
ti)
E' s: i
m D
□ JJ ~
2 ti)
2 C s: OJ m
JJ
□ JJ
l>
-~
2
(j)
2
C s: OJ m JJ
P/{.
I S/-/J I
P/{.
PROPOSED COMMERCIAL BUILD/NC
FF=407.75
51-/5
PROPOSED
SURFACE
PROPOSED COMMERCIAL BUILD/NC
FF=407.75
EARTHEN
BERA/ PER
OE!il/L ON
SHEET 5
P/t.
/'
R/IY
c_ ___ ___:1..::8_' ....:P...:.A.::.R::..:K.::I Nc::G::.....:S:..:.T:..:AL:::L=-----'--------------3=--6=--'-----=D:..:R.:._I V:..::E::....:.cAc.:.I SccL=E=-----------------1 PROPOSED COMMERCIAL BUILD/NC
S/-08
--------
BMP 7 !SD-221
SEE DE/AIL ON SHEET /J
SECllON A-A
18' PARKING STALL
E)(!STlNC SURFACE ~ ~8-----
!SD-221
BMP 4
SCALE 7"=5'
-SURFACE El.. 404.54 -
SEE DETAIL ON SHEET /J
SECllON B-B
SCALE 1"=5'
26' DRIVE AISLE LANDSCAPE
S/-09
RIP RAP PAD SIDEWALK
UNOERORA/N
S/-08
S/-02
SECllON C-C
SCALE !"=5'
LANDSCAPING 18' PARKING STALL 29' DRIVE AISLE
S 45% I
E)(!STlNC SURFACE ~
S 1.5% ~
~
ISi 0/ ~Sl-081
FF=407.75
PROPOSED COMMERCIAL BUILD/NC
fF=407.75
I 57 011
!SI 02!
I S/-04 I
IS!-081
IS'l,nl
I S/-!JI
I S!-141
!S0-15!
iso-221
18' PARKING STALL
I
l--
1
1.<lj,_.1
S 238%
~
SURFACE
IMPROVEMENTS
DESCRIPTION
6" CURB
6' Cl/RB AND CI/T1ER TYPE
C
J' PCC RIBBON CI/T1ER
PA;,wc, AC 4' OJIER 4•
CLASS II A.B. '*
PA/4NC, AC 4' OJIER 6.5'
CLASS II A.B."
CAIi/ RETAIN/NC WALL SORSO
C-4
CAIi/ RETAIN/NC WALL SORSO
C-2
PRIVATE
DRAINAGE
IMPROVEMENTS
OESCR/P T/ON
TYPE B ORA/NACE DITCH AS
A/00/REO BY CITY STANDARD
B/0-RL!RATlON FACILITIES
LANSCAPINC ADJACENT
~PROPOSED
SURFACE SI 091 I S/-04 I S/-01
S/-0/
SECllON D-D
SCALE I "=5'
._ ____ 1:..::8c...'_Pc...cA.c.R.c.Kc.cl:..:NG=-S'-T'-'A=LL=------'------------------=38=-' -=Dc..Rc.:.IV'-'E=-Ac.cl.ccSL=E=-----------------I PROPOSED COMMERCIAL BUILD/NC
5=0.50%
S/-08 51-04 ----r
E)(!STlNC SURFACE_,/
SECllON £-£
SCALE 1"=5'
PROPOSED
SURFACE 5=4.8%
S/-09
FF=407.75
-------- -------
EMPLOYEE
EATING
AREA 5=0.5%
",, ', ' ..
PROPOSED COMMERCIAL
BUILDING
FF= 407.75
t\\\··. '
~\\\\ •.... :_ . · ...
\\ \ ·,-------;\ ,· >ii!\ 1\ \\ s£c~o81£LN_.--,,,_ ..•. • :"J.
P/t.
B \''1 -,\ ', \ \\,.':• -:··_:::~:,_
I \\:0 r:••··c"~~"':.\ . -. .,,.·.Ji -' . "'' ,
.· \ 1\!f\:,i Ci_,•_•. .. ~~_:::;_,·
1
-p2 ~~\'. .· ,~'.···•·Y?:1~:: ~~~~};)
. • ' . . ' • • • ' ">· ·, --·. .. ...• ·. . · .•• / .1/ . ·. \ -~~--. 1.·_·_· s'il -'· .l.. ··-~_·.,-=-··. \, \ ·•. ,,_L._L.__'._. 1/.a;;;. ---.... . . .
. . --,.~ \
---
LIONSHEAD A VE
FlR l'IPJ'CAl. .2:ltluv SE£
SHEET 2
SECllON KEY MAP
SCALE I "=50'
• .J
--- -
0 50 JOO 15(] ,?O(J
11 3.5'
I GRADING
!SETBACK_
/
!S0-22!
BMP5
SURFACE EL 404.80
SEE DETAIL ON SHEET !J
./
./
./
./
E)(!STlNC SURFACE ~-
~ -· --"'---
/
50-/5
51-14
SECllON F-F
SCALE 1"=5'
-------
P/t.
4'
GRADING
I SETBACK
18' PARKING STALL 26' DRIVE AISLE 18' PARKING STALL 6' SIDEWALK LANDSCAPE PROPOSED COAIMERCIAL BUILD/NC
FF=407.75
BMP J
SURFACE EL 404.J61so-221
SEE DETAIL ON SHEET !J
Exp.12-31-.l-6' ,s
C!V\\.
SECllON C -c
5' SCALE f"=
PR£PAR£Dd~ MY SUPF:~/r .
BY =a OA TE: g,/4! .J .,,f ,t;
'ROBERT 0. OEN!lNO R.C.£ NQ: 45629 EXP/RA 170N: !2-Jl-./8" ,s
RRM: EXCEL ENC/NEER/NC
ADDRESS: 440 STAIE PLACE
CITY, ST.: ESCONOIDO, CALIFORNIA
TllEPHONE: (760) 745-8118
..
11 AS BUIL T11
~o~~ "I /1'1/? , ; j
RCE~~~Z? EXP ;z./:r,pe DATE
/'\ . '
REV~ BJ ~J,~/,7 /?/)P .,<( / l ,~fl Ill 11/1~/,1 -DATE INITIAL
INSPECTOR ! DATE ENGINEER OF WORK
I SH;ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 3
GRADING PLANS FOR
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
NOTES AND DETAIL~
(L ) APPROVED: JASON S. GELDERT . J A,;,_) -,,o ;Zbi t,
Clr'i ENGINEER RCE 63912 EXPIRES 09/30/18 DATE
/1\ A$-8UILT DWN BY: -ll PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION SOP 16-02 493-4A OTHER APPROVAL CITY APPROVAL RVWD BY:
,.
I
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I
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I
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0 n
I' " ~.,, ,110 JOO ~~c -3 rrl ~ ;o: :0 {fJ ~m a,,·<'. ma • '°' J;., ]~z
~z'.ll
-~ C <'. -"'SI ,;:l al 0 ~ '-ihr ~ OJ "m "I~~ z 8l
!
I
I
Ii
1:
I
I
0 ,J
w
0 -+,
~ w
0
D j::,
~
2
Gl
2
C s:
CJ m D
tl D ~
2 Gl
2
C s:
CJ m Jl
0 D
i 2
Gl
2
C s: ID m ::0
i I ~-;
D
SURFACE DETAIL ':4 ,, DETAIL "B"
IMPROVEMENTS
DESCRIPTION
I Sl-0! I 6'CURB
12-021 6' CURB ANO GI/TIER TYPE
C
I 57-oJ I O' CURB
I 51-o? I J' PCC RIBBON CUT/ER
Oo
00 0 C S/-0(
0
I 57-06 I ,f. N CONCRE!E SYOEIYAU( n . SI-OJ
S/-/6
I S!-07 I PCC PEOES!RAIN RAAIP
I 37-7781 PA lfNC, AC ,t.' OJ/FR 1'
CLASS II A.B. ,..
I 9-09 I PAlfNC, AC ,f' OVER 6.5'
CLASS II A.B."
I 57-16' I J' OEEP S!RIP !RUNCA!EO
OOAIES
SCALE!"~ 5' - -- -----------/} 5 JI] 15 ,?/]
' ' ' ' ' ' ' ' '
' ' ' ' ' ' ' ' ' ' '
' ' <J), ,o
SCALE ! " = 5'
/} 5 JI] 15 ,?/]
DETAIL
' ' ' ' ' ' ' '
o· cufl/3 rs
401.40
'
'
/
I
/ /
' i i'
,' /
DETAIL 't"
SCALE/"= 5' - ------- -----------/} 5 JI} 15 ,?/]
BU/LO/NC
...
-----------, ----.• -~ .:.rro,, \n r ·r \-~~ PR:!. , ,, • \,
'\ \ COMMERCIAL \ \.
\ BU/LO/NC
~
DETAIL II"
0El4IL "/J"
-·, - ------------- -----
"'('·~··"':.'._. ~"2
j ! I,, ' ' ~ -~
JI] 15 ,?/]
___ DETAIL ___ O£J'AIL '£" ---LJOiVSHEAD A VE
0
AOA DETAIL KEWAP
SCALE!"~ /00'
0 !00 200 300 400
~ CITY OF CARLSBAD I SHEETS I 1----J---+----------------t----j---j---t---J L__i_J ENGINEERING DEPARTMENT 13
l----l--+-----------------1---t---t--,---,
GRADING PLANS FOR: L----------------------------~~~~----------------,--~-;:-;:~-;-;-;;--:;::-;---7-~=-~+=-=-+~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~+=-=-~t--=-=-i+=-=-~t=--=-.~ CARLSBAD RACEWAY LOT 16 "AS BUILT 11 (MAPN0,15013)
SCALE!"= 5'
/} 5 JI] 15 ,?/]
~~~ NOTES AND DETAILS Q'J PREPARED~-UNO 7? IJY SU,/iDBm'z;¥--JON, / I ~ o • ,#: / / / ,,, /4 • /. "1/-'Y/'/? APPROVED: JASON S. GELDERT ~ o:: No. 45629 BY ~~i:.,../.-,.-DA!E: c;;./'Z:1/(? 7 , / A r,
-rvn1/,,o,n'nw., 12-J!-J~ RCE '/5"C 2 "J EXP, iz_/11//8 DATE ~ II') J.D,U>/ / 0 0.0£RT 0. OENTlNO R. CL NO.: 45629 un"n IIU, u· --,
i< ,,,.12
-
31 --;5' "' v, l8 f-::-=:-zr=:--::::-:-------------7--,--,-+::-=-:-hc-:-c:--;;cc=-~----------+---J----i---t---1 ~C;:IT,)(~E~N~Gl:=NE:=E~R:::;:;'R:::CE~63:::9:::12:::::::E~X:::P:::IR:::ES~09':'::::3:::0::::1:::8=,i=D;ccA:,=TE~~~ !£§~1 Jii~Ess.· ftbEi,5~~~J:~c ~S~G(J~ n/iiq/,-, ~~~7 ~~'.: 1 As-suiLT DATE 1N1T1AL DATE 1N1T1AL g~~D8~~: J; s~~J~c~~~2 D~~~Nc4N~
'-"' CITY, ST.: ESCONOIOO, CALIFORNIA --ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: TllEPHONE: (760) 745-8718 INSPECTOR DA TE
- -- ------ -----
tJ :0 §
2
G)
2 C: s:: '
~
:0
I□ ~ 2
G)
2
C s:: to m :0
~
§
2
G1
2
C s:: to m Jl
LOT 17
MAP 15013
SCALE!'~ 40' ------tJ t?tl 4/J 6/J 8/J
i( E~p.12-31-J.6"
~Ii CJV\\..
[ OF C~\_\
'
MATCHL/NE FOR CONllNUA llON SEE SHEET 6
1 •
ROW LINE
EAR1HEN BERM DETAIL
NOT TO SCALE
PREPARE°.J!f,2 su~~:v::r
OATE PftWC BY fi '27a
'RoBERT 0. OEN17NO R.C.£ NO.: 15629 EXP/RA lfON.· 12-31-ftf 1&
FIRM: EXCEL ENGINEERING
AOORESS 440 STATE PLACE
CITY, ST.: ESCONDIDO, CALIFORNIA
TELEPHONE (760) 715 8118
II AS BUIL T 11
A/VZ?O~-'7 faYfa?
?' ,
RCE '7'-S-&2'} EXP ,z./:,,.Jrg DATE • I
~'J:tilJL "J,y f,7 /tlJC> /1\ A5-BVILi
-i/,~11 DATE INITIAL
REVISION
INSPECTOR ENGINEER OF WORK ATE DESCRIPTION
DATE
I S/-0! I
1Sl-021
I sz-0,1 I
I 5'I 115 I
I S/-08 I
1 Sl-09 I
I s1-10 I
I SI-!! I
I Sl-121
I s1-1J I
I S!-15 !
I 31 t6 I
!S0-15!
IS0-17!
SURFACE
IMPROVEMENTS
DESCRIPTION
6'CIJRB
6' CURB ANO CIJTTFR TYPE
G
3' PCC RIBBON Cl/ 17ER
CURB OPENNING PER OETAIL
ON SHEET 2
PA l?'Ni;J AC 1• 0/ER 1•
CLASS II A.B. *'
PAl?'Ni;J AC 1• 0/ER 6,5'
CLASS II A.B."
PA l?'Ni;J PCC 7" 0//ER 6'
CLASS II A.B. "
CAPPEfJ JOINT/AC OWRLAY
CITY OF /?'STA SElfER
EASAIENT ACCESS GATF
CAIi/ RE!:4/N/NG WALL SORSO
C-1
OOCK RE!:4/NING WALL PER
BIJ!LO!NG PLANS
3' OEEP STRIP 1RIJNCA1FO
001,/ES
PRIVATE
DRAINAGE
IMPROVEMENTS
TYPE BORA/NACE 0/TCH
RIP RAP PAO
{SEE LE6/EMJ rtR STAMJANO
/JNAIIWG)
FOR PR/VA lE ORA/NAG£ IMPROVEMENTS, SEE
SHEET 7 -9
I FOR CROSS SECllONS SEE SHEET 3
I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
A ,GRADING PLAN NORTH
SHEETS
13
(_/ I -kt-:-APPROVED: JASON s. GELDERT
j~, , • ' A~:so,w/b
CITVENGINEER RCE 63912 EXPIRES 09/30/18 DATE
DWN BY: I .JJ PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: · 5Z
OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 16-02 493-4A
0 '.JJ
i
2 G'l
2
C s:
OJ m
ll
0 lJ §
2
:G')
2
C s:
OJ m
JJ
CJ
JJ ~
2 G'l
2
C s:
OJ m JJ
----
LOT 17
MAP 15013
----
l
SCALE !" ~ 40' ------------O t?O 40 60 80
MA TCHLINE FOR CONTINUATION SEE SHEET 5
SURFACE
IMPROl€MENTS
OESCRIPTlON
I S/-01 I 6' C/JRB
I 37-02 I 6' C/JRB ANO CUT/ER TYPE
C
I 37-oJ I o· CURB
I 57-04 I J' PCC RIBBON CUT!ER
I S/-o.51 CURB OPENNINC
I S/-06 ! 1-• CONCRE!F S!OEll'ALK
I 31-08 I PA 14NC, AC 1-· 0/IER ,,.
CLASS II A.B. "
I 'ii 091 PA/4NC, AC 4• 0/IER 6.5'
CLASS II A.B. '*
I S!-IJ I CIJU RE!AININC ll'ALL .5l/R.5ll
C-4
I S/ 14 ! CIJU RETAIN/NC ll'ALL, SDRSO
C-2
PRIVATE
DRAINAGE
IMPROl€MENTS
DESCR/PTlON
I Sll-/5! TYPE BORA/NACE 0/!CH
I 57-16 I J' OFEP S1R!P !RUNCA!ED ~ O. Oc"v,x
DOI.IFS @ % Pli'EP.4/i'ED & MY ~fay
fl'. No. 45629
Exp.12-31-J,.6'"'
I
BY ~¼ ;.-/
?ROBERT 0. DENTINO R.C.E. NO.: 45629
f/Rl,I: EXCEL ENC/NEER/NC
ADDRESS.· 440 STA!F PLACE
CITY, ST:: ESCON0/00, CALIFORNIA
TELEPHONE.-(760) 745-8118
"AS BUIL T 11
/;¾/4vJ-
OA IF: Bp .J,,,f C /
EXP/RA T!ON: 12-JI-Jfl' RCE e,t_s-~Z'} EXP. 1z/3,/,c
!$ .
7 ,
_Rj~1D~
INSPECTOR
'l /; ,,, /, .,,
I >
DATE
11/,,,/,1
I DATE
q/1'1/,. ;f&,:J 11\ AS-BUILT
DATE INITIAL DATE INITIAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I SH~ET I
ROIO/IE £)(!ST:
BOLLAROS
424.00 Fl
S!CH T 0/S !A/f!I qJRR/0
EA5£M lffPER'liAP 150/J
Demo 66S SF o!existioi
clriv~wny ap,o", sidewa[I(,
Ul\d. curb o•d 90!!,rto
neore~jolnt.
CITY OF CARLSBAD w ENGINEERING DEPARTMENT 3
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
/\ GRADING PLAN SOUTH
(/ I A ,-{); APPROVED: JASON S. GELDERT le~ T v Ai.; '!P, ZJJJf:,
Cll'f ENGINEER RCE 63912 EXPIRES 09/30/18 DATE
DWN BY: TJJ PROJECT NO. DRAWING NO.
CHKD BY: ,!Y.
RVWD BY: SDP 16-02 493-4A
091416
0 ll
i
2
Gl
2 C: s: !OJ m
ll
0
ll l> §
2 Gl
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lELEPHONE (760) 745 8!18
PROPOSED COMMERCIAL
BU/LO/NG
FF= 107.75
II AS BUIL T 11
/.4/2c:JJ--"J //.,-/,-,
OA!E. B'/e¥C ' ,
EXPIRATION: 12-J!,lo RCE '/5'629 EXP. l~/,,J;g DATE n 7 18
REb~tD /CJ JU\ (I ...., q[,,,/,,
I i:IA TE INSPECTOR
'7/1yj,? fi'p,:;> /1\ A-S-8VJ:LT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
P/V & FOC PER SEPARA!E
FIRE DEPARTMENT PERMIT
DATE
TRANSFORMER PER ORi'
UTIL/Tr PLANS
INITIAL DATE INITlAL
DTHER APPROVAL CITY APPROVAL
w L!Ll CITY OF CARLSBAD 0 ENGINEERING DEPARTMENT 3
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
PRIVATE UTIUTYPLAN SOUTH . I\
I/, J.. " .n APPROVED: JASON S. GELDERT ,. / j I . " Avi "iD1 z.1;/6
Cl;f ENGINEER RCE 63912 EXPIRES 09 /30 /18 DAE
DWN BY: 1JJ PROJECT NO. DRAWING NO.
CHKD BY: rJA, 493-4A SOP 16-02 RVWD BY:
.
'
091416
'
Cl' D ~
2
(i)
2
C s:
OJ m. D
I
□ I
2
(j)
2
C s:
OJ m D
Cl D ~
2
GJ
2
C s:
OJ m J:J
I RR SllRI/ OHAIN l/NES 12· ANO
LANfJEN, SE£ SN£E1S 7 7HRi/ 9
I FCW Gl'AmNt.; SE£ SI-IEET 6
I FCW WA JEN Q(IALITY D£TA/LS,
_ SE£ SHEET fJ
SEE6'RAO/NC
SHEETS 5 &-6
I S0-151
106. 94 TC SO-Ob 104.51 IE
SO SY.STEM 8 SEE SHEET8
106.8! TC so-a 104.00 IE
so-a
STORM DRAIN DATA (PRIVATE)
NO OELTA/BRG SLOPE LENG1H REMARK
CZl N00"27'o6"W .5% 20.56' 4" PERF. PVC
0 N89:J2'51"£ ,, " 20.80' ,, ,,
Qi N89 :J2'51"£ ,, ,, 68.20' ,, ,,
.
0 N90 'OO'oO"E " N 15.87' ,, ,,
@ N45'00'o0"£ N N 6. oo' N "
@ N90'00'o0"£ ,, ,, 80.82' ,, ,,
0 N2J54'25"W ,, ,, 5J.6J' » N
@ N/852'!2"/Y 7.0% 68. f,J' 4" PVC SOR-35
@ N03:J7'48"£ ,, ,, 17.66' ,, ,,
@ N90'00'oO"E ,5% 37. 04' 4" PERF. PVC
@l NOO'OO'oO"E ,? ,, 5.96' ,, ,,
@ N!!"27'4J"W 2.0% 25.J7' 4" PVC SOR-J5
@ N/1"27'4.J"W ,, ,, 25.J7' ,, ,,
~ NT! "2 7'4J"W ,, ,, 24.77' ,, ,,
@ N56 "2 7'4J"W ,, . J.58' " ,,
@ N 78 :J2 '! 7"£ ,, ,, 29. !2' ,, ,,
@ NJJ:J2'! 7"£ ,, ,, 17.07' . ,,
@ N56 "2 7'4J"W n " 8.42' . ,,
@ N7857'4J"W N " 9. 41' ,, ,,
@ N7857'43"J11 N " 59.89' ,, ,,
~ N56"27'4J"W ,, . !!.66' ,, ,,
~ N777!:.J1"£ 4.4% 65.58' ,, N
@ N8078'29"J11 2.0% 12. oo' " N
f1l N57"48'29"J11 ,, ,, I 7.90' 4" PVC SOR-J5
@ N/2"48'29"W . . 7.09' ,, ,,
@ N66 '05:35"£ .5% 4.02' 4" PERF PVC
~ N2J54'25"J11 » ,, 7.02' ,, ,,
@ N66'05:.J5"E ,, ,, J5.2!' ,, ,,
~ NI I "2 7'4J"W 6.1% 7.06' 2 EA 6" PVC SOR-J.'
@ N22"42'4J')/I ,, ,, 7.61' ,, ,,
90"BENO
106.97 TC S0-0. 102.00 IE
PROPOSED COMMERCIAL BU/LO/NC
IT~ 107.75
WATER DATA PRIVATE
NO OilTA 'BRG RAO/US LENGTH REMARK
N89:J5'o2"J11 17.95' 2" SCH. 40 PVC
N44:J5'02')/I 22.50' ,, .
N00"24'58"£ 15.04' ,, ,,
N45"24'58"£ 4J.58' ,, »
N00"24'58"£ 27.76'
SEWER DATA
NO OilTA/BRG RAO/US LENGTH REMARK
(j) N00'05'f5"J11 --6.0J' 6" PVC SOR J5
Q) N44:54'45"£ --J8.9!' ,, ,,
(]) N00'05'f5')/I --62.80' II II
INSl4LL SEM:R CLEANOUTS PER CITY OF CARLSBAD Sl4NOAROS. SEM:R
CLEANOUTS ARE REOUIREO AT EVERY HORIZONTAL OR VERTICAL CHANCE
IN 0/RECTION ANO ON STRAICHT RUNS AT !00' INTERVALS.
PR£PAR£D UND£R MY SUP£RV!SION
Br~V~
Exp 12-31-;J,Er ,g
7 ROBERT 0. 0£NT7NO R.C.E NO.: 45629
C!V\\.. RRM: EXClZ ENGINEERING
ADDRESS.-440 STAIE PLACE
CITY, ST.: ESCON0/00, CALIFORNIA
TELEPHONE-(760) 745-8118
S0-0. 106.52 TC 10.J.52 IE
y
' ' I
AR£ SER l1'C£ DA TA (PUBLIC)
NO OilTA/BRG RAO/US LENCTH REMARK
A N45"24'58"£ --2J.48' 8' PW: a 200 HC 700
h\ N00"24'58"£ --2.22' ,, »
11 AS BLJIL T11
~v~
oATE-e/4 :,,,/~ "I faY;{;,
)'
EXP/RA 11dN: 12-31,HJ RCE r•,-627 EXP, Jt-./ 31 j," DATE ; ;
18 .,
x~DtD~ ,,1,it I,-, ")
INSPECTOR I DLTE
0
4/,'f/,7 1'</?P /1\ AS BVlLT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
t?O 40 60
SEE CRAO/NC I S0-151
SHEETS 5 &-6'
80
I SO-OJI
ISll-061
I SV-7 I
1 so 81
1 Sl7 91
I so t51
ISO 161
I /YT OA
1 wr oj
11+7-0Ji
1 l+'T-oA
I IYT-051
I IW 051
1 l+'T-ot,
15.S'O/I
PRIVATE
DRAINAGE
IMPROVEMENTS
OESCR/P TION
S!OEIYALK /JNOERORA/N
6' AREA DRAIN
1• PVC PERFORA 1ll} PIPE
1' SO PIC Sl/R J5
6' SO PVC Sl/R J5
TYPE A ORA/NACE 0/TCH
TYPE BORA/NACE 0/TCH
WATER
IMPROVEMENTS
OESCR!P TION
EXIST 2' 1114 TER SERVICE
INSTALL 2• METER {PIJBLIC)
EXIST 2• !RR/CA 110N /YATER
SERVICE INSTALL 2• METER
(P/JBLIC}
2• !RR/CA 110N BACKflOIY
PREV£NTER
2• POTTABLE BACKflOIY
PREV£NTER PER IY-20
2• /YA !ER SCH. 40 PIC
(PRIVATE}
8' RR£ MAIN IY/ OOC/1, PER
SEPARATE RR£ PLAN
PUBLIC 8" RR£ MAIN
SANITARY
SEWER
IMPROVEMENTS
OESCR!P TION
RW--RW--
6' PIC SOR-J5 SEHER
LATERAL (PR/VA TE)
ISS 021 SEHER CLEA NO// T
L!Ll CITY OF CARLSBAD w 1 ENGINEERING DEPARTMENT 3
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
/l PRIVATE UTILITY PLAN SOUTH
I/ J r. I . APPROVED: JASON S, GELDERT •A,, ~~3D1wJ6 CITY ENGINEER RCE 63912 EXPIRES 09/J0/18 DA
DWN BY: T,IJ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL . '.U CHKD BY: SDP 16 02 493 4A OTHER APPROVAL CITY APPROVAL RVWD BY:
, ... ,.,--~,. I
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~------·------~z~~w.~-~~~.~=···~-~~-~m---
2" SEPARA110N BETHFEN FACE OF il'ALL ANO PROPERTY LINE---,
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l77
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L72
CJ!
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---0--cc=c.-='----
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PROPOSED COMMERCIAL
BUILDING
FF= 407.75
~
l29
.
0 0
---0-~,-
I
410. ; \ "'-.J--, .......... .......!.-~-4-.. J.;:•: \t¼
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--------------
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'Cv'f', 0. De
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~ Cl: No. 45629 O
PREPARED UNO. MY ~..--4 /4,/2, BY
\ •
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DA TE. & P° :1,,; It' 7'
i( E~p.12-31-1,H' ROBERT D. OEN 11NO R. C. E. NO.: 45629 EXP/RA 710N: !2-3!-)C' RCE '/'T&Zq EXP, 12-/~•~e ' DATE
'f,
C/V\\..
OF Cfit\\
18
FIRM: EXCEl ENGINEER/NC
ADDRESS: 440 STATE PLACE
CITY, ST.: ESCO.NO/DO, CALIFORNIA
TELEPHONE.' (760) 745 8//8
, 1
RE' ~ tBt~ uJd ,,< ) ,If 11,l ,,
INSPECTOR 1 D~TE
\
\
\
\
\
\
1/1<1/17 ;:?t')()
DATE INITIAL
ENGINEER OF WORK
\
\
/1\ A5-8UlLT
REVISION
NUMBER BEARING DISTANCE
l2 NII '2 7'4:J"W 7.00'
LJ N45'21'60"il' 6.0!'
l4 N447203"!f 6.0!'
l5 N4.5 '2 ! '60 "ii' 6.01'
l6 N,f,f. 720J"W 6.0!'
l7 NI! '2 7'43"£ 6.02'
L8 NII '2 7'3! "£ 5.7,f.'
L9 NOOVO'tJ"il' 6.44'
LIO NOOVOOO"E 6.50'
lit N65'27'42"E !200'
L/2 N65'27'42"E 6.00'
L!J N2472'!8"il' 34.00'
U4 NII '2 7',tJ"E !9.76'
U5 NII '2 7',tJ"W 17.09'
U6 N2I V2'J6"il' 6.0!'
U7 N68'51'26"il' 6.0!'
L/8 N66'()5'J5"E 35.26'
L/9 N66'()5'J5"£ 38.26'
l20 N2472'!8"il' 39.50'
l2! N65'27'42"il' 15. !6'
l22 N66'()5'J5"E 15. !8'
l2J N66'()5'J5"£ 6.95'
L25 N00'24'58"W 15.00'
l26 N897502"E 59.50'
l27 N00'24'58"£ 15.00'
l28 N90'0000"E 0.00'
l29 N89:J5'o2"£ 66.22'
LJO N00'24'58"W 15.00'
LJ! N8975'o2"£ ,fJ.00'
L32 N8975'o2"E 5.00'
L33 N89 75'o2 "E 9.00'
LJ,f. N00'24'58"£ 15.00'
LJ5 NI! '2 7',t.J"E 77.40'
LJ6 N7872't7•11' 5.00'
LJ7 N2J'54'25"£ 18.50'
L39 N2J'54'25"£ 5!.00'
l40 N66'()5'J5"E 15. !9'
l4! N27¥.J'!6"E 1.19'
L42 N6276'4,t•il' 15.00'
L,fJ N27'1'J't6"£ 38.26'
l,f.,f. N72'1'6'!,f."£ 6.0!'
l45 N/779',fJ"!f 6.0!'
l#i N27¥.J'!6"E 38.26'
l,f.7 N6276'44"£ 14.50'
L48 N00'24'58"il' 14.67'
L,f.9 N00'24'58"W 7.J,f.'
l50 N00'24'58"£ 15.00'
l5! N8975'o2"!f 19. 76'
l52 N8975'o2"!f 19. 76'
l5J N00'24'58"!f 14.50'
l54 N00'24'58"£ 14.50'
l55 N89 75'o2 "W 19. 76'
l56 N8975'o2"W 19. 76'
l57 N00'24'58"W 15. 46'
L58 N80'55'26"1'/ ,f.,8,f.'
l59 N2J'54'.25"1'/ !5.69'
l60 N2J'54'.25"£ 18.00'
l6! N66'()5'J5"!f 18.00'
l6J N6276'44"W !!.50'
L64 N27'1'J'!6"E 56.00'
l65 N6276'44"£ !200'
l66 N27'4J't6"£ 0.7!'
l67 N27¥.J't6"£ 6.55'
L70 N00'(JJ'J9"£ !!.50'
l71 NOOVJ'J9"!f 11.50'
l72 N89'56'.2t"E 64.00'
l7J N00'()3'J9"£ /4.!7'
l74 N! I '2 7'4J"E /279'
L75 N7872'!7"E ,f.250'
L76 N!!'274J"il' 7.76'
L77 NI I '2 7'4J"il' 4.2,f.'
L78 N7872't 7"£ 61.73'
DATE INITIAL
DESCRIPTION OTHER APPROVAL
NUMBER BEARING DISTANCE
L82 NII '2 7'1J"W /7.63'
LBJ Nf/ '2 7',fJ"!f !7.6J'
L84 N5670'4!'W 6.0!'
L85 NJJ75'!6T 6.0!'
L86 NI I '2 7',f.J"W 17.77'
L87 NI I '2 7',f.J"!f 17.48'
l88 N7872't7•w 14.50'
l89 N78:J2'!7T 14.50'
l90 NI! '2 7'43"1'/ 17. 48'
L9! N!! '2 7',fJ"!f !7.77'
L92 N56:J0'4! "W 6.0!'
L9J NJJ:J5'!6T 6.0!'
l94 NI! '2 7',f.J"W !7.77'
L95 NI! '2 7'1J"W 17.48'
L96 N78:J2'! 7•w 14.50'
l97 N78:J2'!7T 14.50'
l98 NII '2 7',f.J"i'I 38.26'
L99 N56:J0'4!•w 6.0!'
L!OO N33:J5'!6T 6.0!'
LIO! N 78:J2'! 7"11' !J.00'
L/02 N78:J2'!7T !J.00'
L!OJ NII '2 7'4J"W 75.0!'
L/04 N56:J0'4!"W 6.0!'
L/05 NJJ:J5'!6T 6.0!'
L/06 NI! '2 7',fJ"!f 29.76'
L/07 N78:J2'17•w !5.66'
L/08 N00'24'58"£ 16.35'
L/09 N89 :J5'o2 "ii' 70.50'
L!!O N00'24'58"W 10.50'
L!!2 N00'24'58T 16. !7'
L!!J N65'27',f.2"W 6.00'
L!!,f. N24:J2't8•il' 68.00'
L/!5 N65'27'42"E !4.76'
L!!6 N7872'! 7•w !7.5!'
L/!7 NJ!'1'!'o8"£ 58. 14'
L/!8 N07'58'o6"W 9.28'
L/!9 N21:J0'.29"E 4.51'
L/20 N00'(JJ'J9"1'/ 9.2!'
L/2! N89'56'.2!"E ,f.O, 00'
L/22 NI! '2 7'43"£ 34.84'
L!2J N89'54'57"£ 45.,f.2'
L/2,f. N89'54'5t"W 78.88'
L/25 NI! '2 7'4J"!f 1.55'
L/26 N78:J2'!7T 7.00'
NUMBER OElTA ANGLE RAO/US ARC LENGTH
Cl !JJ'1'6'49" J.00' 7.00'
C2 46 '57 04" 50.00' 10.89'
CJ !2'2205" 48.08' !O.J8'
C4 /2¥805" 48.08' 10. 74'
C5 90'00'oo" J.00' 4.7/'
C6 29'59'60" J.00' 1.57'
C7 59'59'60" J.00' J. f,f.'
C8 90'(}0'oo" J.00' 4.7!'
C9 !09'1'7'!2" J.00' 5.75'
C/0 58'20'o8" 50.00' 50.9!'
Cl! 89'59'60" 5.00' 7.85'
C/2 89'59'60" 5.00' 7.85'
C/3 867!'!5" J.00' 4.5!'
C/4 90'00'o4" J.00' 4.7!'
C/5 57'25'.JJ. 25.00' 22.44'
C/6 !775'o2' 25.00' 7.5J'
C/7 !!!79'27" J.00' 5.8J'
C/8 779'59'60' J.50' 11.00'
C/9 80:J2'J,t." J.00' 4.22'
C20 77¥5'!2" J.00' 4.07'
C22 89'59'/Jo· J.50' 5.50'
C2J 90'00'oo" J.50' 5.50'
C25 60'(}0'o4" J.00' J./4'
C26 40'00'.20" 5.00' J.49'
C27 ,fJ'.58'39" 50.00' J8.J8'
CJ! !80'0000. J.50' !!.00'
CJ2 !68'28'4:J" J.00' 8.82'
CJJ 90'(}0'o8" J.00' 4.7!'
CJ4 90'00'oJ' 5.00' 7.85'
CJ6 !79'59'60" J.50' 11.00'
CJ7 !79'59'60" J.50' 11.00'
CJ8 !79'59'60" J.50' 11.00'
CJ9 !0!:52'4!" 5.00' 8.89'
C40 !02'(}84!" J.00' 5.35'
C42 75'1'9'o6" 25.00' JJ.08'
C,fJ !05'()7'J5" J.00' 5.50'
C44 6!'1'7'50" 5.00' 5.39'
C45 3979'!,t." 20.00' !J.84'
C46 3978'47" J!.00' 21.27'
C47 !55:JJO!O" 4.00' !0.86'
C48 5578'48" to.oo' 9.7!'
C49 78'27'o6" 5.00' 6.85'
C50 89'59'60" J.00' 4.7!'
~ CITY OF CARLSBAD w 2 ENGINEERING DEPARTMENT 3
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
DIMENSION CONTROL ,,,
II t ·11~ APPROVED: JASON S. GELDERT I J ~,/ ' £1,.,, 30,Zolb / '-
CITY I 'NGINEER RCE 63912 EXPIRES 09 /30 /18 DATE
DWN BY: I PROJECT NO. DRAWING NO. DATE INITIAL ,J/. CHKD BY: SOP 16-02 493-4A CITY APPROVAL RVWD BY:
0914 '16
0 :a i
2
GJ
2
C s: DJ m :a
Cl
::0 i
2
GJ
2
C s:
DJ m ::c
Cl ll ~ 2
GJ
2
C:
~
DJ m ::c
PRIVATE
DRAINAGE
IMPROVEMENTS
DESCR/P TION
I SD-7 ! 4' PVC PERFORA!ED PIPE
I SD-22! 810-Fll TRA 110N FAC/l/ 11ES
BIO-CLEAN C/SB A/ED/A
13/J-?JI FlllER SYSllJ,f FOR CURB
INLETS
FIRESTONE PIPE BOOT OR
£OU/VALENT TO SEAL PIPE
PENETRATION !HROUCH
IMPER/10/JS LINER
SURFACE Al BMP FOO!PRINT (INCH) (SOFT)
I 936 /0
2 960 ro
3 323 10
4 575 /0
5 1,083 10
fj 438 10
7 {}34 10
A2
(INCH)
/2
!2
12
!2
!2
!2
/2
CATCHBASIN ANO 8/0flL !RA llON BASIN DETAIL
NOT TO SCALE !SD-2Jl
BIO-BAS/IV SUMMARY TABLE
BOX RISER/
A3 B C 0 OWRfZO/f
(INCH) (INCH) (INCH) (INCH) S!RUCTURE
SIZE
(INCHES)
4 fj !8 /8 36,r36'
4 fj !8 /8 3ox36'
4 N,/11 18 18 36x36
4 N,/11 !8 !8 3{};:3fj
4 N,/11 18 18 36;:3{}
4 N,/11 /8 18 3f},r3fj
4 N,/11 !8 18 3ox3o
ORIFICES 0/AME!ER
UPPER LOl'IER
(INCH) (INCH)
4,a. 3,rfj 0.025
4eo. 3;:o 0.025
N,/11 0.438
N,/11 0.025
N,/11 0.813
N,/11 0.500
N,/11 0.025
ORIFICE PLA 1E NO !ES.-
I. M'N DIMENSIONS = 12" 111DE X /0' TALL
2. NOT-DIP CALVAN/ZED PLA!E AF!ER
NOLES HAW BEEN DRILLED
J CROOW our BOTTOM OF CATCH BASIN
TO PR0/1DE SLOT FOR !/2" OF PLA 1E
BE!.Olf ORIFICE (IF NECESSAR'()
1 BOLT PLATE TO CATCH BASIN
5 APPLY Sil/CONE SEALANT BETWEEN
PLATE ANO CATCH BASIN lfALL
0 0--t-~
/
4" PERFORA!ED PIPE
•. BLOCKED BY PLATE (TIP)
• ' I ' \-._ 3/8" DIA HO!.E (TIP) L__--4==-:.+--_j
IMPERMEABLE
LINER?
!ES
!ES
!ES
!ES
!ES
!ES
!ES
~ D. D;:;
!ii§
~Q: No. 45629
i( El<p.12-31-}'6'
C!V\
OF CPI
ORIFICE DIAMETER &
ELEVATION PER BASIN TABLE
fi.Qlt'. C(J{lROI. ORIFICE PLAlE fJETAIL
NOT TO SCALE
' ~ ilf?AP lf!!H FILTER --~"c",_).~( ,o:n;J __ ·,, /.a,··-..._.~ FABRIC SOCK
~
4• PW: PIP£
PERE&All(J{ LAYQ{IT QETA/L
NOT TO SCALE
BIORETENTION SYSTEM DETAILS
NOT TO SCALE
PREPARED U~Y SUP£~-
BY ~ .,:rz;a DATE 8//MC
RWT 0. DENTINO R.C.E NO: 45629 EXPIRAT10N: 12-3!---,ft!
IB
FIRM: £%CD. £NC/NEER/NC
ADDRESS.· 440 STA!E PLACE
CITY, ST.: ESCONDIDO, CALIFORNIA
TELEPHONE (760) 745-8!!8
SITE
~200'
SD-2.
LICW.W£AO A 1£
OFFS/TE STORM DRAIN LOCATION
NTS
11 AS BUIL T11
/~£)~ ZIIY/'7 ;,.,
EXP, iz./3,/,2. RCE '/-S-62 ? DATE
r,
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11/1~/,1 DATE INITIAL cdrlk--=? REVISION INSPECTOR ! D~TE ENGINEER OF WORK
PRO/I/DE 8 EA !/2" GAL VAN/ZED EPOXY--~!"-·
ANCHORS OR i'IEOCE ANCHORS TO SECURE
I
•
TO lfALL OF MH STRUC Ti/RE (TIP)
PRO /I/OE !/2" SHIP LAP
JOINT BETl'IEEN PLATES.
SEAL If! TH Sil/CON.
42" HOP£ IN-fZOlf
PIPE
REMOVABLE 2 PIECE ORIFICE PLATE
SEE DETAIL !HIS SHEET PLACE !/2''
CROOVE IN BOTTOM OF MANHOLE FOR
PLA 1E BEZ 0/f ORIFICE HOLE
I
0 'i
8",iBOTTOM ORIFICE
'ENTERED AT INVERT
\ OF 42" HDPE
0
'0
0 --
CONSTRUCT ORIFICE PLATE FROM !/4"
THICK HOT DIPPED GAL VAN/ZED SlEEl
'NOTE -OR/RC'£ PLATE A/UST BE
/NST4LL£0 IN TWO PIECES IN ORDER TO
RT THROUGH 24;! A!H OPEN/NC
ORIFICE PLATE DETAIL FOR OETEN17ON PIPE
NO SCALE
BMP !
-----t
DATE INITIAL DATE INITIAL
DESCRIPTION OTHER APPROVAL CITY APPROVAL
-
BA!P 4
BMP
BMP J
LIONSHEAD A Vii
KEY MAP
SCALE I"= roo·
~ 3 CITY OF CARLSBAD w 3 ENGINEERING DEPARTMENT
GRADING PLANS FOR:
CARLSBAD RACEWAY LOT 16
(MAP NO. 15013)
PERMANENT IlMP DETAILS
" Jy -·AJft (i.e.v. APPROVED: JASON S. GELDERT
Av'J YJ,,w lb
CIJ,1' ENGINEER RCE 63912 EXPIRES 09/30/18 DATE
OWN BY: TJJ ,y~ PROJECT NO. DRAWING NO.
CHKD BY: SOP 16-02 493-4A RVWD BY:
U9'i4'16
'
'
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2
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0 JJ ~ 2
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