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9/10/2025
9/10/2025
9 37C409758
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CRAO/NC NOlES
(IN A00/110N TO !HE REQUIRD.IENTS OF CHAPffR 15.16 OF !HE CARLSBAD MUNICIPAL COO£)
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE/40USI. Y APPROW BY !HE CITY OF
CARLSBAD REGARDING GRADING SHOIIN ON 1HIS SET OF PLANS.
2. APPROVAL OF !HIS PLAN OOFS NOT LESSEN OR WA/YE ANY POR110N OF !HE CARLSBAD
MUNICIPAL COO£, RFSOLU110N OF CONDl110NAL APPROVAL, CITY STANOAROS OR OlHER
A00/110NAL Ooct/AIENTS L/SlEl} HEREON AS THEY AIAY PERTAIN TO THIS PRO,J£CT. !HE
ENGINEER IN RESPONSIBLE CHARGE SHALL RE/45£ !HES£ PLANS llfiEN
NON-CONFORMANCE IS 0/SCOYERFO.
Jo. llfiERE AN £)(IS11NG PIPE LINE IS TO BE ABANOONEO AS A RESULT OF THE
GRADING OPERA110N, IT SHALL 8£ RD.IOYEO flfTHIN THENTY FEET OF BU/LO/NG
OR SlREET AREAS ANO REPLACEO ffflH PROPERLY COAIPACffO SOILS. IN OlHER
AREAS !HE PIPE fffLL BE PLUGGEO HfTH CONCREff OR RD.IOYEO AS APPROYEO BY
!HE CITY ENGINEER.
.JI. !HE £)(1SffNCE ANO LOCA110N OF U11LITY SlRUCTVRES ANO FACILl11£S SHOIIN ON !HE
CONS1RUC110N PLANS MR£ OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
AT7EN110N IS CALLEO TO !HE POSSIBLE E)(ISffNCE OF OTHER U11LITY FAC/Ll11ES OR
SlRUCTVRES NOT SHOIIN OR IN A LOCA110N DIFFERENT FROAI !HAT SHOIIN ON !HE
PLANS. !HE CONTRACTOR IS REQUIRE!) TO TAKE OU£ PRECAU110NARY VEASURFS TO
PROffCT THE U11Ll11£S SHOIIN ON !HE PLANS ANO ANY OlHER £)(IS11NG FAC/Ll11ES OR
SlRUCTVRES NOT SHOIIN.
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VICINITY
CITY OF OCEANSIDE HIGHWAY 7B
MAP WORK TO BE OONE
THE GRAOING WORK SHALL CONSIST OF THE CONS1RUC110N OF ALL CUTS ANO RLLS, REAIEOIAL GRADING; ORA/NAG£ FACIL/11ES,
EROSION CONTROL FACIL/11ES, ANO PLAN11NG OF PERA/ANENT LANDSCAPING ANO PREPARA110N OF AS-BUILT GRADING PLANS,
AS-8/JIL T GEOLOGIC AIAPS ANO REPORTS, ALL AS SHOIIN OR REQUIRED ON THIS SET OF PLANS ANO !HE CITY STANOAROS,
SPEC/RCA 110NS, REQUIREAIENT.5, RFSOLU110NS ANO ORDINANCES C/ffO ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORAIEO IN ACCORDANCE HfTH THE FOLLOH?NG OOCUAIENT.5, CURRENT AT THE 711,1£ OF
CONS1RUC110N, AS 0/RECffO BY THE CITY ENGINEER.
!. CARLSBAD MUNICIPAL COO£ ~JO 2. CITY OF CARLSBAD ENGINEERING STANOAROS -+<>+-J. !HIS SET OF PLANS
4. Slff OEVELOPAIENT PLAN (SOP !5-2.J/COP !5-4..J) PLANNING COAIAI/SSION RESOLU110N NUMBER 7178
OAffO 07-06-!6
J. CITY APPROVAL OF PLANS DOES NOT REl/EvE !HE 0£/IELOPER OR ENG/NEER-OF-
WORK FROAI RESPONSIBILITY FOR !HE CORREC110N OF ERRORS ANO OAIISSIONS
DISCOYEREO OUR/NG CONS1RUC110N. ALL PLAN RE/4SIONS SHALL 8£ PROAIPTl Y
SU81.1/T7EO TO THE CITY ENGINEER FOR APPROVAL.
.J2. !HE CONTRACTOR SHALL YER/FY THE LOCA110N OF ALL £)(IS11NG FAC/L/11ES (ABOYE
GROUND ANO UNDER GROUND) flflHIN !HE PRO.ECT Slff sumC/ENTlY AHEAD OF
GRADING TO PERAIIT THE RE/4SION OF THE GRADING PLANS IF IT IS FOUND !HAT THE
ACTVAL LOCA110NS ARE IN CONR.ICT HfTH !HE PROPOSED WORK.
\ ~t\'-\ : ---:'/\\ --'-'..-r7't'ITY OF VISTA 5. !HE STANOARO SPEC/RCA110NS FOR PUBLIC WORKS CONSTRUC110N (GREEN BOOK}
:b,."°"'~___,, 6. SOILS REPORT ANO RECOAIAIENOA110NS BY PARTNER 0A1El) SEPlD.IBER .9, 2022 (RE/4SEO AIAY 2.J; 202~ PRO,J£CT 4. A RIGHT-OF-WAY PERl.f/T FROAI THE CITY ENGINEER fffLL 8£ REQUIRE!) FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERl.f/T ISSUANCE, A CER11RCA ff OF
INSURANCE AS HELL AS A00/110NAL INSURED ENOORSEAIENT A/UST BE RLElJ NAMING THE
CITY OF CARLSBAD AS AN A00/110NAL INSURED ON !HE PERAIITTEF'S POl/CY IN THE
AIINIAIUAI AMOUNT OF /7,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. !HE INSURANCE
COAIPANY WRl11NG !HE POLICY A/UST HA v£ A RA 11NG OF "A-• OR BETffR ANO A SIZE
CAffGORY OF CLASS 141 OR 8ET7ER AS ESTABLISHElJ BY "BESTS" KEY RA11NG GLl/0£
5. NO WORK SHALL 8£ COAIAIENCEO UN11L ALL PERAi/TS HAYE BEEN OBTAINED FROAI
THE CITY ANO OTHER APPROPRIAff AGENCIES.
6. RE/4SION OF !HES£ PLANS AIA Y 8£ REQUIRED IF !HE PROPOSED IAIPROIID.IENTS ARE NOT
CONSlRUCffO PRIOR TO THE OEAOLINE OAff OF THE IAIPROYEAIENT AGREEMENT.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER OOFS NOT AUTHORIZE ANY WORK OR
GRADING TO BE PERFORAIElJ UN11L THE PROPERTY 0/INER'S PERMISSION HAS BEEN
OBTAINElJ ANO A VALID GRADING PERA/IT HAS BEEN ISSUED.
8. NO RE/4SIONS WILL 8£ AIAOE TO THESE PLANS flfTHOUT !HE WRITffN APPROVAL OF THE
CITY ENGINEER, NOffO flflHIN !HE RE/4SION BLOCK, ON THE APPROPR/Aff SHEET OF !HE
PLANS ANO !HE 111lE SHEET.
9. ORIGINAL ORAfffNGS SHALL BECOAIE THE PROPERTY OF THE CITY UPON BEING SIGNED BY
THE CITY ENGINEER.
.J.J. !HE CONTRACTOR SHALL N011FY AFF£C1El) U11LITY COAIPANIES (SEE BB.OW) AT
LEAST 2 R.ILL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR FAC/L/71£$ ANO
SHALL COORO/NA ff THE WORK HflH A COAIPANY REPRESENTA 1111£
UNDERGROUND SER/4CE ALERT
SOG&E
AT&T
711,1£ WARNER CABLE
COX COAIAIUNICA 110NS
CITY OF CARLSBAO(SlREETS & STORA/ DRAIN)
,,CITY OF CARLSBAO(SEHER, WA ffR & RECLA/A/El) WA ffR)
,,SAN OIEGLIITO WAlFR OISlRICT
,,LEUCADIA WASlFWAffR DISTRICT
,,VALLEC/TOS WAffR DISTRICT
,,OL/vENHAIN WA 1FR 0/SlRICT
,,BUENA SAN/TA 110N 0/SlRICT
"AS APPROPRIAff
.J4. PERAi/ T COAIPLIANCE REQUIREAIEN TS:
(800)422-4!.J.J
(800)4!!-7.J4..J
(800)892-012.J
(160)438-774I
(619)262-1122
(760)434-2980
(760)438-2722
(760)6.J.J-2650
(760)75.J-0!55
(760)744-0460
(760)75.J-6466
(760)726-!340 x!.J.JO
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PACIFIC
OCEAN
CITY OF ENCINITAS
10. !HE ORIGINAL ORAfffNG SHALL 8£ RE/45£0 TO RER.ECT AS-8/JILT CON0/110NS BY THE
ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY !HE CITY.
A. FOR CONTROlLEO GRADING -THE APPLICANT HIRES A C//4L ENGINEER, SOILS
ENGINEER, ANO/OR GEOLOGIST TO Gil,£ ffCHNICAL A0/4C£, OBSERYE ANO CONTROL
THE WORK IN PRoG!fEss /15.16.120 A.BJ CARLSBAD l,l{JNIC/PAL COO£ SCALE !"=!00'
II. ACCESS FOR RR£ ANO OTHER EMERGENCY YEH/CL.ES SHALL 8£ AIAINTAINEO TO THE
PRO,J£CT Slff AT ALL 11AIFS OUR/NG CONS1RUC110N.
12. llfiERE TRENCHES ARE ffflHIN CITY EASEAIENT.5, A SOILS REPORT COAIPR/5£0 OF:
(A) SI.IA/A/ARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COAIPAC110N CURYES,
SHALL 8£ SUBAI/TlEO BY A PROFESSIONAL ENGINEER OF THE STA ff OF CALIFORNIA,
PR/NC/PALLY DOING BUSINESS IN !HE REZO OF APPLIED SOILS MECHANICS. THE SOILS
REPORT fffLL BE SU81.1IT7EO TO !HE CITY ENGINEERING INSPECTOR ffflHIN 00 WORKING
OA YS OF !HE COAIPLE110N OF RElO ffSTS.
IJ. A SOILS COAIPAC110N REPORT ANO COAIPLIANCE YERIRCA110N REGARDING ADHERENCE TO
RECOAIAIENOA 110NS OUTllNEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BU/LO/NG PERA/IT. ALL CONlROLLEO GRADING SHALL BE DONE UNDER !HE
DIREC110N OF A PROFESSIONAL ENGINEER OF THE STA ff OF CALIFORNIA PRINCIPALLY
DOING BUSINESS IN THE RElO OF APPL/£0 SOILS MECHANICS. ALL fill OR R.ITVRE RLL
AREAS SHALL 8£ CONS1RUC1El) IN ACCORDANCE fffTH !HE CITY OF CARLSBAD
STANOARO SPEC/RCA110NS ANO THE "EARlHWORK SPEC/RCA110NS' ATTACHED TO THE
PREZ/Al/NARY SOILS /Nv£S11GA110N. DAILY RElO COAIPAC110N REPORTS fffLL 8£
SUBAI/TlEO TO THE PRO,J£CT INSPECTOR.
14. A PRECONSlRUCllON NEEllNC SHALL BE HELD PRIOR 10 !HE BEGINNING OF WQRK AND
'iftALL BE A TlFNOFD BY ALL RFPRFSFNTA 111/fS RESPQNW1 F FOR CQNSlRUCTION,
INSPEC110N, SUPER/4SION, ffS11NG ANO ALL OTHER ASPECTS OF !HE WORK. THE
CONTRACTOR flfLL BE CONTACffO BY THE PRO,J£CT INSPECTOR TO COORO/NAff A OAff
ANO 711,1£ FOR !HE PRECONS1RUC110N AIEE11NG. APPROW ORAfffNGS A/UST 8£
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERA/IT H?Ll BE PR0/40ElJ BY !HE
PRO,J£CT INSPECTOR AT !HE AIEE11NG.
15. ALL INSPEC110N REQUESTS OTHER !HAN FOR PRECONS1RUC110N AIEE11NG flfLL 8£
AIAOE BY CALLING THE ENGINEERING 24-HOUR INSPEC110N REQUEST LINE AT
{76{lj 438-3891 INSPECllON REQUEST /,{UST BF RECEM!J PRIOR TO 2; 00 eu
lW !HE WQR/17NC OAY BEFORE !HE INSPECllON IS NEEDED, INSPEC110NS H?Ll BE
AIAOE !HE NEXT HrJRK OA Y UNLESS YOU REQUEST OTHERH?SE REQUESTS AIAOE
AFffR 2.· 00 P.I✓. fffLL 8£ SCHEOULEO FOR 00 Fl/LL WORK OA YS LA ffR.
16. !HE 0/INER ANO/OR APPLICANT THROUGH !HE 0£/IELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSlRUCT ANO MAINTAIN ALL SAFETY OE/4CES, INCLUDING
SHORING; ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAff ANO FEDERAL SAFETY ANO HEALTH STANOAROS, LA/15 ANO REGLILA110NS.
17. !HE CONTRACTOR SHALL CONFORM TO LABOR COO£ SEC110N 6705 BY SU8AIIT11NG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOfffNG
!HE DESIGN OF SHORING; BRACING SI.OPING OR OlHER PR0/4SIONS TO 8£ AIAOE
OF WORKER PROffC110N FROAI !HE HAZARD OF CA/4NG GROUND OUR/NG THE
EXCAVA110N OF SUCH !RENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLA110N
THEREIN. THIS PLAN A/UST 8£ PREPARED FOR ALL TRENCHES RYE FEET (5') OR
A/ORE IN OEPlH ANO APPROYEO BY !HE CITY ENGINEER ANO/OR CONCERNElJ
AGENCY PRIOR TO EXCAVA110N. IF THE PLAN VAR/ES FROAI !HE SHORING SYSlD.I
STANOAROS ESTABLISHED BY !HE CONS1RUC110N SAFETY ORDERS, 111lE 8 CALIFORNIA
AOAitNIS1RAllVE coot THE PLAN s'HAZZ BE PR£PAR£0 BYA REGJSkki.o ENGlkt.lR
AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVA110N PERA/IT A/UST
BE SUBAI/TlEO TO THE INSPECTOR PRIOR TO EXCAVA110N.
18. NO 8LAS11NG SHALL 8£ PERFORAIElJ UN11l A VALID 8LAS11NG PERA/IT HAS BEEN
OBTAINElJ FROAI !HE CITY OF CARLSBAD. SUBMIT APPLICA110N FOR 8LAS11NG PERA/IT
11£1.L IN ADVANCE OF THE SCHEDULING OF 8LAS11NG OPERA110NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOvERElJ HfTHIN ANY WORK AREA
OUR/NG CONSTRUC110N. OPERA110NS HfLL CEASE IAIAIEOIATELY. ANO THE
PERAIITlEE HfLL N011FY THE CITY ENGINEER. OPERA110NS WILL NOT RESTART UN11L
THE PERAIITlEE HAS RECEIYEO WR/TffN AUTHORITY FROAI THE CITY ENGINEER TO
00 so.
20. ALL OPERA110NS CONOUCffO ON !HE Slff OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, OEPARTVRE OR OPERA110N OF !RUCKS,
EAR1HAI0/4NG EQUIPMENT, CONS1RUC110N EQUIPMENT ANO ANY OlHER ASSOC/AffO
GRADING EQUIPMENT SHALL BE LIAl/ffO TO !HE PERIOD BETHEEN 7.·00 A.I✓. ANO
6.·00 P.I✓. EACH OAY, AIONOAY THRU FRIDAY ANO NO EARTHAI0/4NG OR GRADING
OPERA 110NS SHALL 8£ CONOUCffO ON HEEKENOS OR HOL/OA Y.5: (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAR!YENT COUNTER.)
21. ALL OFF-Slff HAUL ROUffS SHALL 8£ SUBAI/TlEl) BY THE CONTRACTOR TO !HE
CITY INSPECTOR FOR APPROVAL 00 R.ILL WORKING OA YS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OEBRIS OR OAAIAGF
OCCURRING ALONG THE HAUL ROUff OR ADJACENT SlREETS AS A RESULT OF !HE
GRADING OPERA110N.
22. IA/PORT AIAffRIAL SHALL 8£ OBTAINED FROAI, ANO WASff AIAffRIAL SHALL BE
OEPOSlffO AT, A Slff APPROYEO BY !HE CITY ENGINEER. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY OEBRIS OR OAAIAGF OCCURRING ALONG THE HAUL ROUffS
OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA110N.
23. BRUSH SHALL 8£ RD.IOYEO ONLY HfTHIN !HE AREA TO 8£ GRAOEO. NO !REFS ARE
TO 8£ RD.IOYEO UNLESS SPEC/RCALL Y N01El) ON THE PLAN.
24. ALL AREAS SHALL 8£ GRAOEO TO ORAIN. GRADING RFSUL 11NG IN THE PONO/NG OF
WAffR IS NOT PERAI/TlEO. ALL EARTHEN SWALES ANO DITCHES SHALL HAYE A
AIINIAIUAI ONE PERCENT SI. OP£
25. THESE PLANS ARE SI.IBJECT TO A SIGNE!) ANO APPROW SIIPPP ANO/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOIIN ANO AS APPROW
BY THE CITY ENGINEER OR AS OIR£C1El) BY THE PRO,J£CT INSPECTOR.
8. PRIOR TO RNAL APPROVAL OF A GRADING PERA/IT -THE FOLLOH?NG REPORTS
A/UST BE SU81.1/Tff0 TO THE CITY ENGINEER 14A !HE PROJECT INSPECTOR
/15.16.120 A. !OJ CARLSBAD MUNICIPAL COO£·
(I) RNAL REPORT BY SUPER/4SING GRADING ENGINEER STA11NG ALL GRADING IS
COAIPLElE ALL EROSION CONTROL, SI.OPE PLAN11NG ANO /RR/GA 110N ARE
INSTALLElJ IN CONFORMANCE HfTH CITY COO£ ANO !HE APPROYEO PLANS
(OBTAIN SAMPLE OF COAIPLIANCE LETTER FROAI CITY ENGINEERING OEPAR!YENT).
(2) AS-BUil T GRADING PLAN.
(.J) REPORT FROAI THE SOILS ENGINEER, llfi/CH INCLUDES RECOAIAIENDEO SOIL
BEARING CAPAC/11ES, A STAffAIENT AS TO !HE EXPANSIYE QUALITY OF THE
SOIL, ANO SI.IAIAIARIES OF REZO ANO LABORATORY lFSTS ANO PLOTlEl) ffST
POINTS THE REPORT SHALL ALSO INCLUDE A STAlD.IENT BY THE SOILS
ENGINEER !HAT !HE GRADING WAS OONE IN ACCORDANCE HfTH THE
REQUIREMENTS ANO RECOAIAIENOA110NS OUTl/NEO IN THE PREZ/Al/NARY SOILS
REPORT ANO ANY SUPPLD.IENTS !HERETO.
(4) REPORT HflH AS-BUILT GEOLOGIC PLAN, IF REQUIRE!) BY !HE CITY.
.J5. UNLESS A GRADING PERA/IT FOR !HIS PROJECT IS /SSUEO flflHIN ONE (I) ~AR AFffR
THE CITY ENGINEER'S APPROVAL, !HES£ PLANS AIAY 8£ REQUIRE!) TO 8£ RESU81.1/T7EO
FOR PLANCHECK. PLANCHECK FEES fffLL 8£ REQUIRE!) FOR ANY SUCH RECHECK.
.J6. IN ACCORDANCE H?TH !HE CITY STORA/ WAlFR STANOAROS, ALL STORA/ DRAIN
INLETS CONSTRUCffO BY THIS PLAN SHALL INCL.VOE "STENCILS' 8£ AOOEO TO
PROHIBIT WASffWA ffR DISCHARGE 00/INSlREAI✓. SffNC/LS SHALL 8£ AOOEO TO
THE SA11SFAC110N OF THE CITY ENGINEER.
SEHER NOlES
I. SEHER AIAIN ANO APPURTENANCES SHALL 8£ CONSlRUCffO IN ACCORDANCE HflH
THE •c;ry OF CARLSBAD ENGINEERING STANOAROS (LAffST E0/110N), VOI.UAIE
!-GENERAL DESIGN STANOAROS, CHAPffR 6-DESIGN CRlffRIA FOR GRAl4TY SEMR
LINES ANO APPURTENANCES, ANO VOI.UAIE .J-STANOARO ORAH?NGS ANO NOffS ANO
THE STANOARO SPEC/RCA110NS FOR PUBLIC WORKS CONS1RUC710N, LAffST ElJ/110N
(GREEN BOOK}
2. BEFORE ANY CONNEC110N TO THE CITY'S £)(IS11NG SYSmt, A P PERA/IT SHALL 8£
OBTAINED FROAI !HE CITY. IT A/UST 8£ SIGNED ANO APPROYEO BY THE CITY
ENGINEER OR DESIGN££
J. BEFORE CONSTRUC110N BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF
WAY PERl.f/T SHALL 8£ REQUIRED.
ABANOONIJENT NOlES
PAR11ALL Y COAIPLEffO PROJECTS SEEKING TO INOERNITEL Y STOP WORK ANO CLOSE THE
GRADING PERA/IT A/UST IAIPLD.IENT APPROPRIA ff ACCESS RESTRIC110N ANO EROSION ANO
SEO/A/ENT CONTROL AIEASI.IRFS TO THE SA11SFAC110N OF THE CITY, INCLUDING BUT NOT
LIAl/ffO TO THE FOLL Of/fNG.·
I) PERAIANENTl Y STABILIZE ALL SI.OPES (>5%) -70% COYER ffflH HELL-ESTABLISHED,
SUSTAINABLE, NON-11££0 v£GFTA110N (SEE CITY LANDSCAPE VANUAL FOR
GLI/OEZINES) IS CONSIOEREO AOEQUA lE
2) PERAIANENTl Y STABILIZER.AT AREAS {S:5%) -70% COYER fffTH 11£1.L-ESTABLISHEO,
SUSTAINABLE, NON-11££0 v£GFTA110N (SEE CITY LANDSCAPE VANUAL FOR
GLI/OEZINES) OR 2 INCHES (l.f/NIAIUAI) OF PERMEABLE COYER (£ G., GRA IIEL) IS
CONSIOEREO AOEQUA lE
J,) RESTRICT ACCD'S TO Slff -COORO/NA ff HfTH CITY STAfF TO OEffRAIINE
APPROPRIA ff FENCING TYPE
4) SIGNAGF ALONG FRONTAGE ROAO(S) POS11NG THAT OUAIPING; L/TlFRING; &
!RESPASS/NG ARE PROHIB/ffO.
5) !RESPASS ENFORCEl,(£NT AUTHORIZA110N LETTER A/UST 8£ SENT FROAI THE 0/INER
TO THE CITY OF CARLSBAO POLICE OEPARlAIENT.
6) NOTARIZE ANO RECORD AGAINST !HE PROPERTY AN AGRED.IENT STA11NG !HAT
0/INER IS RESPONSIBLE FOR AIAINTAINING FENCING ANO SIGNAGE, ADHERING TO THE
RR£ PREYEN110N ORO/NA110N, KEEPING THE Slff FREE FROAI LITTER ACCUAIULA110N
ANO v£GFTA110N GROWTH, ANO RD.I0/4NG ANY ILLEGALLY OUAIPEO AIAffRIALS AT
THE Slff UN11L THE PROPERTY IS 0Eli£LOPEO IN !HE R.ITVRE
OWNER's CERllRCA lE
I (HE) HEREBY CER11FY THAT A REG/SffREO SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR HfLL BE RETA/NE!) TO SUPER14SE OYER-ALL
GRADING AC11/4TY ANO A0/45£ ON THE COAIPAC110N ANO STABILITY OF
THIS SllE IF THIS PRO,J£CT/l}EIIELOPAIENT IS SUBJECT TO A STA ff-
REGULA lEl) SHPPP, I (WE) ALSO AGREE A QUALIREO SWPPP PRAC11110NER
(QSP) HAS BEEN OR WILL 8£ RETAINED TO SUPER/45£ IAIPLEAIENTA110N OF
THE SWPPP IN ACCOR.~VANQ: Hf THE CALIFORNIA CONS1RUC110N ORDER ANO
AIUNIC/PAL PERAI/T, LA t:!11.
//2 1"17
11AI HOA / OA ff
[)£CLARA 110N OF RESPONSIBLE CHARCE"
I HEREBY DECLARE !HAT I AA/ THE ENGINEER OF WORK FOR !HIS PRO,J£CT, !HAT I
HA 1€ £)(£RC/SEO RESPONSIBLE CHARGE OYER THE DESIGN OF !HE PRO,J£CT AS
omNEO IN SEC110N 670.J OF THE BUSINESS ANO PROFESSIONS COO£, ANO THAT
THE DESIGN IS CONSISffNT HfTH CURRENT STANOAROS.
I UNOERSTANO !HAT !HE CHECK OF PRO,J£CT ORAH?NGS ANO SPEC/RCA110NS BY
THE CITY OF CARLSBAD OOES NOT REL/Ev£ Al£ AS ENGINEER OF WORK, OF AIY
RESPONSl8/Ll11ES FOR PROJECT OESIGN.
EXCEL ENGINEERING
440 STA ff PLACE
ESCON0/00, CA 92029
(760) 745-8118
PROJECT AOORESS
6020 HIOOEN VALLEY ROAD
CARLSBAD, CA 92008
PROJECT LOCA 110N
THIS PROJECT IS LOCAffO flfTHIN
ASSESSORS PARCEL NUVBER(S)
2l2-040-67,68,69 THE CALIFORNIA
COORO/NAff /NO£)( OF THIS PRO,J£CT
IS N !989178. 9182, E 6237706. 4019
LECAL OESCR/PllON
PARCELS! ANO .J OF PARCEL VAP
19207, IN THE CITY OF CARLSBAD,
COUNTY OF SAN 0/EGO, STA ff OF
CALIFORNIA, RLEO IN !HE OFRCE OF THE
COUNTY RECORDER OF SAN 0/EGO
COUNTY, APRIL 09, 200.J AS OOC. NO.
200.J-0402795 OF O.R.
4
DEVELOPER/ OWNER
SSG TH, LLC
A17N: 711,1 HOAG
(P): (858) .J04-!.J2.Jx6.JO
4.165 EXECU11v£ OR/YE ,I !600
SAN DIEGO, CA 92121
ENC/NEER OF WORK
EXCEL ENGINEERING
440 STA ff PLACE
ESCONDIDO, CA 92029
PHONE (760) 745-8118
FAX (760) 745-1890
SOI./RCE OF TOPOCRAPHY
EXCEZ ENGINEERING
440 STA ff PLACE
ESCON0/00, CA 92029
PHONE· (760) 745-8118
AERIAL: 08-!.J-l5
PRECISE TOPO.· 02-11-16
IJ/llCA 110N IJEASI./RE
SEE SHEET .J
REFERENCE ORAMNGS
CARLSBAD OWG 381-6 KEZL Y
CO/iPORA ff CENlFR
(STREET WAlER, SEHER, REC.
WA lER, ANO STORA/ DRAIN)
CARLSBAD OWG 38!-6A KEZL Y
CO/iPORAff CENlFR
(GRA.0/NG PLANS)
CARLSBAD OWG .J8!-6B KELLY
CORPORA ff CENlFR PHASE Ill
(SEMR ANO STORA/ DRAIN)
BASIS OF BEARINCS
INOEX OF SHEETS
SHEET!
SHEET 2
SHEET .J
SHEET 4
SHEET 5
SHEET6
SHEET 7
SHEET 8
SHEET 9
111lE SHEET & NOffS
OEAIOL/110N SHEET
SEC110NS & DETAILS
DETAILS SHEET
HEST HORIZ CON1ROL SHEET
EAST HORIZ CONTROL SHEET
PRECISE GRADING
PRIVAff U11L/11ES
SINGLE SHEET 81.fP Slff PLAN
EROSION CONll?OL NOlES
SEE SHEET .J
EARll-lWORK (}1./ANllllES
CUT: 9.600 CY
fill: 700 CY
IA/PORT: 0 CY
EXPORT.· 8,900 CY
REAIElJIAL: 9.617 CY
!HE BASIS OF BEARINGS FOR THIS SURYEY IS
8ETH£EN 00 CONTROL POINTS OF .J" BRASS DISCS
NORlH !5" !2' 46" WEST, AS SHOWN ON PARCEZ
AIAP !9207
BENCH NARK
OESCR/P710N.· STAAIPEO GPS CONTROL POINT 5.J
LOCA710N.·
NAAIEO 'CLSB-05.J'
NW CORNER OF VAULT ON HID.OEN VALLEY
ROAD, 0. I Al/LES SOUlH OF PALOAIAR
AIRPORT ROAD.
RECORO FROAI: ROS 1727! (PT. NO. 5.J OF CITY OF
CARLSBAD SURYEY CONTROL)
EZEVA710N.· 82.744 OATVI✓.• NGl4J 29
SOILS ENCINEER's CERllRCAlE
I, ANDREW J. ARTY, A REG/SffREO C/14L/GFOLOG/ST OF THE STA ff OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN !HE REZO OF APPL/ElJ
SOILS MECHANICS, HEREBY CER11FY THAT A SAA/PL/NG ANO STVOY OF !HE
SOIL CONOl110NS PREVALENT HfTHIN THIS Slff WAS A/ADE BY Al£ OR
UNOER VY OIREC110N. THE RESULTS ARE SHOIIN IN THE REPORT 0A1El)
SEPlD.IBER 9TH, 2022, JOB NUMBER !5-153691.2 W/ SUPPLD.IENTAL
REPORT & RESPONSE LETlER OAffO JI/NE 2ND, 2025, JOB NO.
25-495296.f. 00 COPIES OF THE SOILS REPORT COAIPILEO FROAL_THIS
SlVOY, HflH AIY RECOAIVENOA110NS, HAYE BEEN SUBAI/TffD/{.ffill!l{'f;fs>,
OFflCE OF THE~CITY EM ~ -~ ,.'-' c"' J ·, ,.,,, ~ ~v 9'\-~1 , ,1~1-:\
SIGNEO.· t?_ --if J' '>'p5b\
/ ANOREW J. AlRY ~ C84728 9')
G.E./P.£: 84728 * j,
OAlE· g I z.. <u' z,o z. ';
LICENSE EXP/RA 710N OA lE· °!; / ' I / z. Oz.. G
OU£ TO CLASS S! (AIOOERATE) SULFA ff EXPOSURE PER GFOffCHNICAL
ENGINEER CONCREff SHALL 8£ DESIGNED IN ACCORDANCE HflH AC/
.J!8-!9, TABLES 19.J. II & 19.J.2. 1,-UNLESS OEAIONSlRA ffO OTHERfffSE
(REFER TO AODl110NAL NOTES, SHEET .J)
NO. 15-153691..J W/ SUPPLEMENTAL REPORT & RESPONSE LETTER OAffO JI/NE 2, 2025 & JI/LY II, 2025
THE SAN 0/EGO REGIONAL STANOARO ORAHfNGS & AS AIAY 8£ 1,100/REO BY THE CITY OF CARLSBAD STANOAROS.
8. EN/4RONAIENTAL APPROVAL OOCUAIENTS APPROl'EO OUR/NG !HE CARLSBAD OAKS NORTH SPEC/RC PLAN
(BR 98-08}
9. STORA/ WAffR POLLU110N PREYEN110N PLAN PREPARED BY EXCEL ENGINEERING
0A1El) JI/NE 9TH, 2025, HfJ/0 NO. _______ _
!O. STORA/ WAffR QUALITY AIANAGFAIENT PLAN PREPARE!) BY EXCEL ENGINEERING 0A1El) JI/NE 6TH, 2025.
If. CALIFORNIA STORA/ WAffR QUALITY ASSOC/A110N BAIP CONS1RUC110N HANDBOOK ANO CALlRANS
CONS1RUC110N Slff BAIP MANUAL. LECENO 12. HitJROLOGY STVOY PREPARED BY EXCEL ENGINEERING 0A1El) FEBRUARY 4, 2025.
PROPERTY BOUNDARY
CUT SLOP£ 2.· ! A/AX S7 ~ \
CUT/FILL LINE
EXIS11NG CONTOUR
£)(/S11NC STREET LIGHT
£)(IS11NG STORA/ ORAIN
EXIS11NG WA ffR LINE
~ ~
CONTOUR INDEX
CONTOUR /NffRMEOIA ff
~
~
FLOW LINE OR FLOW OIREC110N ----TOP OF CURB 400. 0 TC
RN/SH SURFACE 400. 0 FS---.
FLOW LINE 400.0 FL---.
/NvERT 400.0 IE ---------. TOP OF GRATE400.0 TC
RNAL GRAOE 400. 0 F(;-
£)(IS11NG TOP OF CURB
£)(IS11NG SURFACE
£)(IS11NG GRADE
0>----'ll-
(400.0) TC
(400.0) FS---.
(400. 0) EG---.
---.
OESCR/PllON STANOARO ORAMNC SWBOL ()(JANllTY
OEIJOL/llON CONSll?I./CllON NO !ES (IR llaJlflEl) PER Pl.ANS)
SUHFACE MIP/iO~T AND JET Ulll/TY /JDla./11(1(
IOS-11 SAWCIIT LINE
1os-21 DEMOLISH ANO RD.IOYE EXIS11NG CURB ANO GLITlFR
IOS-31 IJD.IOLISH ANO RD.IOYE EXIS11NG CONCREff
IOS-41 DEMOLISH ANO REAIOYE EXIS11NG AC PA YEA/ENT
IOS-51 RD.IOYE £)(IS11NG SlRIPING
IOS-61 RD.IOYE !REE
IOS-71 REAIOYE ANO REZOCAff £)(IS11NG STREET LIGHT
SURFACE IIJPROVEIJENlS
Sl-1 9' AC OYER .J" CLASS 2 BASE (TRUCK ROUTE)"* SEE BB.OW I
Sl-2 6' AC OYER .J" CLASS 2 BASE (PARKING)*' SEE BB.OW I
SI-.J 6" CURB SORSO G-t•
Sl-4 6' CURB ANO GL/TlER SORSO G-2•
S/-5 .J' RIBBON GUTTER (OR AS SHOIIN) SEE DETAIL (SHEET .J)
Sl-6 PCC SIDEWALK SORSO G-7' -~ •· -1 '
PER AIOOIREO SORSO G-29' :j\ Sl-7 PEOESlRIAN RAAIP
1RASH ENCLOSURE W/ REINFORCEO 8' PCC (SEE SHEET 4 ANO 7) ~ Sl-8 CITY STD. OWG GS-16 OYER 4• CLASS II BASE & PER GFOffCH
IS/-9 1 BIOF/L TRA 110N BASIN SEE DETAIL (SHEET 7 ANO 9) I :1':·-h,· :<::,"::"..: -o,
I Sl-!O I CURB OPENING SEE DETAIL (SHEET J,) ORIF
I SI-II I lRUNCA ffO OOAIE SEE DETAIL ( SHEET 4 ANO 7) fgogogol
I Sl-12 I 6" PCC PAIID.IENT (4,000 PSI) W/ .f.J BARS@ I • • !8" O.C. EACH WAY OYER 4" CLASS II BASE
I Sl-!.J I 4• OG !RAil (CITY OF CARLSBAD TYPE 4) SEE DETAIL (SHEET J,) ~--i
S/-14 I PARKING LIGHT (SEE LANDSCAPE PLAN) Oo
Sl-!5 I ORA/NAG£ SWALE SEE DETAIL (SHEET J,) A~Y.~-~~~ Sl-!6 I CROSS G/JTlER SORSO G-12'
Sl-171 4• AC Ol'ER 6' CLASS II BASE -MATCH £)(!ST. SEE BB.OW (A00/110NAL
HIOOEN VALLEY RO SEC110N PER OWG. 381-6 (T.l.=8)"'INVES11GA110N REQUIRED) I I
PR/VA lE ORA/NACE IIJPROVEIJENlS
SO-! 24"x24' CATCH BASIN JENSEN 0/2424 (OR EQUIVALENIJ""" SEE BEZOW ;i
S0-2 24"x.J6" CATCH BASIN (TYPE PER PLAN) JENSEN 0124.36 (OR EQUIVALEN!J'"' SEE BELOW --
SO-.J .J6"x.J6" CATCH BASIN JENSEN O/.J6.J6 (OR EQUIVALEN!J'*' SEE BEZOW □
S0-4 12• PVC STORA/ ORAIN} CITY OF CARLSBAD STD. OS-2 !8" PVC STORV DRAIN S0-5
S0-6 RIP RAP SEE DETAIL (SHEET .J) -[ml
S0-7 CURB UNOERORAIN A/00. SORSO 0-25 ~ S0-8 NOS !RENCH DRAIN NOS AIOOEZ OS-090N (AOA COAIPLIANT) ----------------------------
S0-9 4' PVC STORA/ DRAIN CITY OF CARLSBAD STD. OS-2
so-101 !RASH CAPTVRE INLET RLlFR BIOCLEAN (OR EQUIVALENl)
(SIZE PER PLAN)
ISO-!!I CONNECT TO £)(IS11NG INLET
Iso-,21 WAffR QUALITY SIGN SEE DETAIL (SHEET 9)
WAlERL/NE IIJPROVEIJENlS (PI./BLIC) -SEE ORAHfNC 381-6
" STANOARO OHAllfNG NOTES
f. SORSO A/00/RElJ BY !HE CITY OF CARLSBAD
• PAICVENT STRf/Cll/RAL SECTHI( NOTES
□
□
I
Pt/lJL/C PRIVATE
96 LF 1,4.36 LF
.JO LF 1.025 LF
110 SF I.J5 SF
.JfO SF 9,389 SF
1,140 LF
2LF
I EA
22,785 SF
21,166 SF
16 LF 2,617 LF
.J4 LF 771 LF
390 LF
261 SF 5,854 SF
I EA ! EA
! EA
4,28.J SF
12 EA
II SF 21.J SF
2,752 SF
40SF 162 SF
BEA
l28LF
85 SF
308 SF
4 EA
! EA
4 EA
11.J LF
62.J LF
16 EA
4 EA
.JO LF
!6 LF
6EA
.J EA
12 EA
f. RNAL SlRUCTVRAL SEC110N TO 8£ OEffRAIINElJ BY R-VALUE ffS11NG AFffR COAIPLE110N OF GRADING ANO AOOl110NAL SOILS INYES11GA110N
IN PUBLIC RIGHT OF WAY (SlRUCTVRAL SEC110N SHOIIN FOR H/OOEN VALLEY PARKWAY IS CURRENTl Y THE CITY OF CARLSBAD VINIAIUAI FOR
THAT lRAmc INDEXED STREET).
-CATr:11 BASIN NOTES
f. INSTALL 80)( AS SPEC/RED PER LEGEND.
2. INSTALL SOL/0 80)( COYER W,/41ANHOLE LIO FOR BOXES SHOIIN ON PLAN W/ A "RIAi' CALLOUT FOR RIAi ELEVA 110N.
J. INSTALL OPEN 80)( W/fRAAIE & GRAff FOR 80)(£S SHOIIN ON PLAN W/ ·re· CALLOUT FOR TOP OF GRAff EZEVA110N.
4. SffNC/L PER CARLSBAD S11J OS-!
26. ALL SI.OPES SHALL 8£ lRIAIAIEO TO A RN/SH GRADE TO PRODUCE A UN/FORA/
SURFACE ANO CROSS SEC110N. !HE Slff SHALL 8£ LEFT IN A NEAT ANO
OROERL Y CONOl110N. ALL STONES, ROOTS OR OlHER DEBRIS SHALL 8£ REAIOYEO
ANO 0/SPOSEO OF AT A Slff APPROW OF BY !HE CITY ENGINEER.
fsHml CITY OF CARLSBAD
1------------P~O~S~T=-C~D~NS~TR~U~C~TI~ON~B~MP~T~ll~LE~------------------l--l--1---------------,--1--1-1--1 l__!_J ENGINEERING DEPARTMENT
1----1----+----------------+-----ll-----+----+-----I
I SH~ETS I
27. ALL SI.OPES SHALL BE IRRIGAffO, STABILIZEO, PLANffO ANO/OR
H>VROSEEOEO HfTHIN ffN (10) OA YS OF THE 711,1£ llfiEN EACH SI.OPE
IS BROUGHT TO GRAOE AS SHOIIN ON !HE APPROYEO GRAOING PLANS.
28. LANDSCAPING SHALL BE ACCOAIPLISHEO ON ALL SI.OPES ANO PADS AS
REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE
LANDSCAPING PLANS FOR THIS PRO,J£CT, OWG. NO. LPC202.J-0007,
ANO/OR AS OIRECffO BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. !HE 0/INER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL
COORDINAff THE WORK OF THESE GRADING PLANS ffflH THAT SHOIIN ON
801H THE LANDSCAPE ANO IRRIGA110N PLANS ANO !HE IAIPROYEAIENT
PLANS AS REQUIRED FOR !HIS WORK IN ACCORDANCE HfTH THE
LANDSCAPE MANUAL 711,1£ REQUIREVENTS.
STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM 1----+----+----------------+-----11-----+----+-----1 GRADING PLANS FOR: TRASH CAPTURE? HYDROMODIFICA TION?
TOTALLOTAREA=294,90!SF(6.77ACRES) 1'AS BUILT" D STANDARDSTORMWATERREQUIREMENTS □ YES □ YES NORTH COAST MEDICAL PLAZA
TOTAL 0/STl/RBEO AREA = !00,579 SF (2..J! ACRES. IZI PRIORITY PROJECT REQUIREMENTS IZI NO IZI NO (PHASE I AND II)
(!HIS AREA INCLUDES BUT IS NOT L//,1/ffO TO ~=---~----~---~-~MAINTE=-.._N_AN_C_E--~---=~--MAINTEN---AN-CE---1-,--,--------------,-4--,-,-----i GR2022-D05D TITLE SHEET & NOTES SOP 15-23
OfF-Slff WORK INCLUDING PUBLIC /AIPROYEAIENTS TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY APPROVED: JASON s. GELDERT
ANO ffAIPORARYOISTl/RBANCE SUCH AS YEH/CLE RCE___ EXP.____ DATE /0/0£DAMV ""'P 7-9 (.:
ANO EQUIPMENT STAGING AREAS, CONS1RUC110N 8/0F/L !RA 110N TC-.J2 PVT """'n oM, -8/ AIONlHL Y "SURFACE
WORKER FOOT lRAfflC, SOIL/GRAYEL PILES, U71L/TY1-R-E_V_I_E_vl_E_D_B_Y,---------------11--_B,_'A_SIN __ +-------11------+--/,f,-'A_IN_T.....,A,.,,G/il.,...,,..~8'1..,..,.,:€i,,..N..,,T--'W/'--C,-YTY_+--,,..--,,---+IN.=~~~C~lli~t:IAl'.~•-•~:4~s~NEEi.=7JElJ~---t----+---+-----------------+---+---+-----1----1 ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 26 DATE
TRENCHES, BACKRLL CUTS & SLOPE KEYWA YS) !RASH CAPTVRE lREA!YENT PVT CC&R ANO BAIP 7-9 ANNUALLY (AS N££l)El)) DATE INITIAL DATE INITIAL DATE INlllAL DWN BY: --".ILL-PROJECT NO. DRAWING NO.
TOTAL NEWLY CREAffO/??EPLACEO IAIPER/40US -----I--IM_[_E._T_fli_rm_l?_ ..... i::w_m_l?l_l}E,_14,__JL..._ ___ __.__1,1,_'A_IN_T._A_Glil_~tMl_:fi_N_T--'W/'--Ci-YTY_.,__ ___ _._ ________ l'E'.:NG:IN:E::ER:..2'.0F:._:WO:::R::KL ___ R..::E:..V ... IS::.l..::O_N:....:::D..::E..::S..::C ... R ___ IP_T __ l..::O ... N ____ lo~lH:ER::.:A:P:PR~O:VA:'.:L..l...'.C:'.:ITY:.:A:P:PR:'.o:vA::L~=2=~=~=D=~=~='.;;;~;~==S=D=P=1=5==2=3===4=9=6==1=B::::...l AREA = 83,182 SF (l.91 ACRES) INSPECTOR DATE *'THE RLffR POR110N OF !HE SYSlD.I SHALL BE 1,1/)(ElJ ONCE EvERY .J-5 ~ARS (AIIN) L.
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
◊
◊
◊
◊
DEMOLITION SHEET
9/10/2025
TW
NF
E.K!SllNC EASENENT NOlES:
EASEMENTS OF RECORDS [l]llfROI/GH~PER PREUAI/NARY llllE REPORT
BY FIOELITY NAllONAL llllE COAIPANY, NO. FB00-2502418, AAIENOAIENT A
OA TEO J(JL Y I 7, 2025.
PTR Na IZ] DATE REC. DOC. Na BENERCIARY NA71/R£ OF EASEAIENT PlOTfi'/0 PLOT
NO. I [Z] DEC. 28, 1961 /96/-223207 O.R. CAIMJ UTlL/TlES, INGRESS/EGRESS PLOT
NO. 2 [zj JAN. 4, 1965 1965-672 O.R. BUENA SAN/TA 110N SEWER P/PE,/NGRESS/EGRES. PLOT
NO. 3 AUG. 23, 1974 74-230327 O.R. CAIMJ RELINQUISHMENT
NO. 4 ry AUG. 25, 1988 88-426568 O.R/ ~ 88-426569 O.R.
CITY OF CARLSBAD OPEN SPACE
NO. 5 [ij AUG. 25, 1988 88-426573 O.R. CITY OF CARLSBAD DRAINAGE
NO. 14
NO. 15
NO. 16 FEB. 13, 2003 2003-/71/05 O.R.
NO. 17 FEB. 13, 2003 2003-17//06 O.R.
NO. 18 FEB. 13, 2003 2003-/71107 O.R.
NO. 19 FEB. 13, 2003 2003-/71/08 O.R.
NO. 20 FEB. 13, 2003 2003-171/ff O.R.
NO. 21 FEB. 13, 2003 2003-/711/2 O.R.
NO. 22
NO. 34
12• HIOE 01£RLA Y ----....
(CR/NO & REA/01£ 2• OF E)(!Sl
A.C. & REPLACE Hl1H NEW}
E)(!Sl A.C
PAl£MENT
SAHWT@ /' FROAI
Gt/TIER LIP
SUHFACC OENaJlltW N01FS:
f. ALL CONCRETE llfAT DOES NOT HAI£ AIETAL REINFORCEMENT HILL
BE CRUSHED ONS/1£
2. ALL AC PAl£MENT HILL BE PUL/IERIZEO ONS/1£
3. OR/1£WAY REA/OVALS ANO ANY OTHER WORK DONE Hlllf/N llfE
RIGHT OF WAY HILL REQUIRE A SEPARATE RIGHT-OF-WAY PERM/l
/JEAIO MPROi-EIIENlS
SURFACE MPROiBIENT !)£A(OlJllON
IOS-1 SAM:1/T LINE
IOS-2 OEAlot./SH ANO RE/,/01£ E)(!SllNG CURB
IOS-3 OEAlot./SH ANO RE/,/01£ CONCRETE
IOS-4 OEMot./SH ANO RE/,/01£ E)(!SllNG AC PAVD,/ENT
IOS-5 REA/01£ E)(!SllNG STRIPING
k,!S-6 REA/01£ TREE
l?S-7 REA/01£ ANO RELOCATE EX/SllNG STREET LIGHT
~ AREA OF SURFACE OEMot./llONS
51A1f,,WAI¥" fflEPAHAlltW NOTES;
f. ALL TOPSOIL MATERIAL SHALL BE COAIPLETEL Y
REAIO/IEO FROAI BU/LO/NG ANO PA VD,/ENT AREAS
AT llfE START OF CONSTRUCTlON.
2. llfE UPPER 12• OF SOIL SUBGRAOE BELOW
BUILDINGS, PA 1£1,/ENTS, ANO SLABS ON GRAOE
SHALL BE SCARIFIED, MOISTVRE-CONO/llONED,
ANO COAIPACTEO TO 95% OR MORE OF llfE SOIL
MA)(JAIUM ORY DENSITY Hlllf 3% OF OPllMUM
MOIS TVRE CON TENl
3. PREPARA llON SHOI/LO EXTEND 2' OR MORE
LATERALLY BEYONO llfE PLANNED CONS1RUC110N.
4. £}(PANS/VE A/ATER/AL SHOI/LO NOT BE LOCATED
Hlllf/N llfE UPPER 2' OF llfE SOIL SUBGRAO£
EXCEL
ENGINEERING SCALE I:-30' -------lN/1) PWlfllNG •f]/(}//ff/////G • SI/Rlfl1NG
440 STA IE A'.Alt tstrmJo. CA 92029
PH /760)745-8118 FX {760/745-1890
0 30 60 90 120
NO PLOT
PLOT
PLOT
-
"AS BUILT"
PREPARED (// 'l}fR M SUPERUS/ON, / ~ -p2~~ OA1£·
T 0. OENllNO R. C.£ NO.: 45629 E}(P/RA llON.· 12-31-26 RCE EXP. DATE
FIRM: EXCEL ENGINEERING REVIE\,/ED BY:
ADDRESS: 440 STATE Pl.ACE
CITY, Sl: ESCON0/00, CALIFORNIA
TELEPHONE· (760) 745-8!!8 INSPECTOR DATE
PALOMAR AIRPORT ROAO
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
PARCEL 3
PM NO. 19707
APN 212-040-69
PHASE II
NEW MEDICAL
OFFICE BUILDING
49,942 SF
DATE INITIAL DATE INITIAL
OTilER APPROVAL CITY APPROVAL
' -L CENTERLINE=----"
\
-
PARCEL 1
PM NO. 19207
APN 212-040-67
PROPERTY LINE
I
I
~ Ki
~
I
I
I SH2ET I
PROPERT/1LINE
LIA/ITS OF REAIEOIAL _/:II
GRADING BENEA llf
PAUNG/5"URFACE I
IMPROVD,/EN TS I
(SEE SUBGRAOE I I PREPARA llON I
NOTES AT LEF7} l.i
I
=-=
w
I
I
~ !.,; ~ '
PARCEL 4
PM NO 19707
ArN 2 2-040-70
I
I
I
I
I
n
w
CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
NORTH COAST MEDICAL PLAZA
(PHASE I AND II)
GR2022-0050 SOP 15-23
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09/30/26 DAlE
DWN BY: 6.,v PROJECT NO. DRAWING NO.
CHKD BY: SDP 15-23 496-1B RVWD BY:
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
SECTIONS & DETAILS
9/10/2025
TW
NF
EROSION CONTROL NOTES
f. IN CASE EMERGENCY WORK IS REOUIREO, CONTACT AT ___ _
2. £0UIPI.IENT ANO /YORKERS FOR £1.1ERG£NCY /YORK SHALL BE NAO£
AVAILABLE AT ALL 11Af£S OUR/NC 111£ RAINY SEASON. ALL N£CESSARY
I.IAlFRIALS SHALL B£ STOCKPILED ON S/lF AT CONvEN/£NT LOCA110NS
TO FACIUTAlF RAPID CONS1RUC110N OF TEAIPORARY 0£UC£S WH£N RAIN
IS EAf/N£NT.
J. FOR PROJ£CTS COvEREO BY STAlF SHPPP/H!}IO, IN ACCORDANCE' lfflH
THE CONS1R(JC110N ORO£R ISSUED BY THE CALIFORNIA R£GIONAL WATFR
OUALITY CONTROL BOARD, 111£ CONTRACTOR'S (){JALIR£0 SHPPP
PRAC11110NER (QSP) SHALL UPOAlF ANO MAINTAIN 111£ WAlFR POlLU110N
CONTROL (HPC) PLAN TO AOOR£SS UPOA1EO S/lF CON0/110NS OF
THE PROJ£CT. 111£ UPOA1EO HPC PLAN ANO UPOAlFO SWPPP SHALL B£
KEPT AT 111£ PROJ£CT S/lF ANO I.IAOE AVAILABLE TO 111£ CITY
INSPECTOR. A00/110NAL CONSTRUC110N BI.IP'S BEYOND 111£ ORIGINAL
APPROvEO SHPPP SHALL BE PROUDEO TO ADDRESS S/lF CONOl110NS
NOT AN11CIPA1EO. TH£ OSP SHALL REPORT Bl.IP OERCl£NCl£S TO TH£
CITY INSPECTOR. 111£ OSP SHALL OBTAIN APPROVAL FROAI 111£
CONTRACTOR'S (){JAL/R£0 SHPPP 0£VEZOPER ANO THE CITY INSP£CTOR
RECAROINC ANY S/GNIRCANT CHANGES TO Bl.IP 0£PLOl?.IENT.
4. 111£ CONTRACTOR SHALL R£STORE ALL EROSION CONTROL OEl/1C£S TO
WORK/NC ORDER TO THE SA11SFAC110N OF THE CITY £NGINE£R
AFlFR EACH RUN-OFF PROIJUCINC RAINFALL.
5. THE CONTRACTOR SHALL INSTALL A00/110NAL EROSION CONTROL
1.1£AS(JR£S AS I.IAY BE RE(){JIREO BY TH£ CITY ENGINEER ANO/OR
CITY INSPECTOR OU£ TO UNCOAIPL£1FO GRAOINC OP£RA 110NS OR
UNFORESE£N CIRCUMSTANCES WHICH I.IA Y ARIS£
5. 111£ CONTRACTOR SHALL BE R£SPONS/BL£ ANO SHALL TAKE N£C£SSARY
PR£CAU110NS TO PREvENT PUBLIC TRESPASS ONTO AREAS WHERE
II.IPOIJNDEO WAlFRS CREAlF A HAZAROOIJS CON0/110N.
7. ALL EROSION CONTROL MEASURES PROUOEO PER TH£ APPROvEO SWPPP
ANO/OR EROSION CONlROL Pt.AN SHALL BE INCORPORA1EO HEREON.
8. GRA0£0 AR£AS AROIJNO 111£ PROJECT PERll.l£1FR MUST DRAIN AWAY
FROAI 111£ FACE OF SLOPE AT 111£ CONCLUSION OF EACH /YORK/NC OAY.
9. ALL REAfOVABLE PROlFCllvE OEWC£S SHOHN SHALL BE IN PLACE' AT TH£
£NO OF EACH /YORK/NC OA Y WH£N 111£ RvE (5) OA Y RAIN PROBABILITY
FORECAST EXCEEDS FORTY PERC£NT (40%}. SILT ANO OTHER DEBRIS
SHALL B£ REI.IOvEO AFTFR £ACH RAINFALL.
10. ALL CRAVEZ BAGS SHALL BE BURLAP TIP£ lfflH 3/4 INCH 1.1/N/I.IUI.I
ACGREGRATE
ff. SHOULD G£RI.IINA 110N OF HWROSE£0ED SLOPES FAIL TO PROl/10£
EfF£C11vE COvERAG£ OF GRADED SLOPES (90% COvERAG£) PRIOR TO
NOVEI.IBER 15, 111£ SLOPES SHALL B£ STABILIZ£0 BY PUNCH STRAW
INSTALLED IN AllXWOANCE lfflH SEC110N 35.023 OF 111£ £ROS/ON ANO
SEO/I.IENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA110N,
STAlF OF CALIFORNIA.
AOO/llONAL CEOTECHNICAL NOTE TO CITY STAFF.·
CONCR£1F 0£S/GN FOR EXPOSURE CLASS Sf IN ACCORDANCE lfflH AC/ 318-19,
TABL£S 19.J. fl ANO 19.J.2.1,· UNL£SS DEMONS1RA1EO 01HERlffS£
SOIL SAi.iPL/NC ANO LABORATORY 1FS11NC (EXPANSION INDEX, AT!ERBERC
LIi.i/TS, ETC.) OF THE SOILS EXPOSED AT TH£ RN/SH PAO GRADE FOR THE
PROPOSED BU/LO/NC SHOULD BE PERFORMED ANO REPOR1EO IN AN AS-GRADED
G£01FCHNICAL R£PORT FOR 111£ 0£VEZOPl.l£NT IN ORDER TO CONRRAf 111£
£}(PANS/I£ SOIL CON0/110NS CURR£N1l.Y AN11CIPA1EO IN TH£ G£01FCHNICAL
REPORTS ANO TO PROUDE UPOAlFO R£COAIAfENOA110NS/PARAl.l£1FRS FOR
FOIJNOA110N DESIGN AS N£C£SSARY BASED ON 111£ AS-GRADED CON0/110NS.
CITY STAFF SHOULD R£1/1£W 111£ AS-GRADED G£01FCHNICAL REPORT PRIOR TO
RNAL APPROVAL OF TH£ BU/LO/NC PLANS ANO CONRRI.I THE AS-GRADED SOIL
CON0/110NS OF TH£ BU/LO/NC PAO HAI£ BEEN ACCURATELY AOORESSEO IN TH£
FOIJNOA110N Pt.ANS FROAI AN £}(PANS/I£ SOIL STANDPOINT ANO THAT TH£
FOIJNOA110N PLANS ARE IN ACCORDANCE' lfflH SEC110NS 1803.5.3 ANO 1808.6
OF 111£ 2022 CALIFORNIA B{JfLOINC COO£.
AN AS-GRADED G£01FCHNICAL REPORT SHOIJLO BE PROUOED AS PART OF THE
PROPOSED OEVEZOPI.IENT AOORESS/NC TH£ GRAD/NC AC11U11ES NECESSARY TO
PREPARE THE S/lF FOR CONS1RUC110N ANO CONRRI.I THE SOIL CON0/110NS
£}(POSED BY THE GRAOIN6: TH£ AS-GRAOEO REPORT SHOIJLO INCLUDE, IN
G£NERAL, A) 0£SCRIP110NS OF 111£ £AR1HIYORK ANO TEAIPORARY CUTS
PERFORMED. B) 0£SCR/P110NS OF TH£ OBSERVA110NS OF THE SOILS EXPOSED
OUR/NC TH£ GRADING. C) THE RESULTS OF LABORATORY 1FS11NC OF TH£ SOILS
ASSOC/A1EO ffflH THE GRAOINC ANO EXPOSED AT TH£ B/1/LOINC PAO ANO
PARKINC/STR££T GRAO£S FOR 111£ PROJ£CT. 0) 111£ R£SULTS OF DENSITY
1FS11NC OF THE RLL SOILS PLACED TO ESTABLISH THE DESIGN S/lF GRADES. 3)
111£ PREPARA110N OF AN ASOGRAOED G£01FCHNICAL AfAP SHOlffNC THE LIi.i/TS
OF APPROvEO EARTH/YORK, REMOVAL DEPTHS ANO LOCA110N OF DENSITY lFSTS.
f} ANY REl4SEO G£01FCHNICAL RECOAIAfENOA110NS RES/JL11NC FROAI THE SOILS
£}(POSED OUR/NC THE GRADING, ANO C) CONRRI.IA 110N THAT THE SOILS ANO
G£0LOGIC CON0/110NS EXPOSED OUR/NC THE GRAOINC AC111411£S ~RE AS
AN11CIPA1EO IN THE PRELIMINARY G£01FCHNICAL REPORTS. THE REPORT SHOULD
BE RE/4£~0 BY CITY STAff ANO AOORESSEO ACCORDING!. Y.
EXCEL
ENGINEERING
UJ/lJ PUHN/1/G •fN/J//EIRfl/G. 911/lfYII/G
mJ sfA)t PLA/1; E= CA 92029
PH {760)715--811;;;;7(5-189()
M/llCA llON MEASURE
(PER PLANNING COAIMISS/ON R£SOLU110N NO. 6991}
Cl/l. lf/HAl.-1
PRIOR TO THE COAII.IENCEI.IENT OF GROIJN0-0/STtJRBINC
AC111411ES, THE PROJ£CT DEVEZOPER SHALL RETAIN A
LANO SCAPE
LANDSCAPE P /l. ISLAND M r-
£)(/S11NC PARK/NC £)(/S11NC ISLAND I BU/LO/NC PARK/NC OR/I£ AISLE PARK/NC P/l.
()()LAIRED ARCHAEOLOGIST TO I.ION/TOR GROUN0-0/STtJRBINC
AC111411ES. 111£ (){JAL/RED ARCHAEOLOGIST SHALL BE ON-SllF
OUR/NC ALL GRADING, !RENCH/NG, ANO OTHER
GROIJN0-0/STtJRBINC AC111411ES UNLESS OlHERlffSE AGREED
UPON BY THE ARCHAEOLOGIST ANO CITY STAFF. THE CITY
SHALL vERIFY THAT THE ARCHAEOLOGIST MONITOR HAS BEEN
RETAINED PRIOR TO THE /SS(JANCE OF A GRAD/NC PERMIT. IN
THE EVENTANY P01FN11AL CIJLTtJRAL RESOIJRC£ IS UNCOVERED
OUR/NC THE COIJRSE OF THE PROJ£CT CONS1RUC110N,
GROIJN0-0/STtJRBINC AC111411ES IN THE 14CINITY OF THE RNO
SHALL BE REDIREClFO UN11L THE NATtJRE ANO EXlFNT OF THE
RNO CAN BE EVALUAlFO BY THE ARCHAEOLOGICAL AfONITOR.
(Tl BE RESlR.+'IPEO) OR/I£ AISLE I I OR/I£ AISLE 6' 7' 200' 41 ' 7' I I 1
1
1 18' 26' 1 7 , 1 1a.5 ' _J STAJf,s P~1:f,NC TAIR. 10.5' 6' I 35' . 25' 15' 53' j /
I 10' I OA Yl.lCHT TO E)(fS11NC /
'/\~~ -_ -----~-~~ -----:------~~(8~~~-s;-=-:BUILO/N?J~si;::,_ ____________________________________ 1--__ -......_, t~=~~~~==-~=~=~=~~~ i~~7!!1 ~I
IF CIJL TtJRAL RESOIJRCES ARE ENCOUNTFREO, THE
ARCHAEOLOGIST SHALL HAI£ THE AUTHORITY TO TEAIPORARILY
HALT OR REDIRECT GRAOINC/lRENCHINC WHILE THE CIJLTtJRAL
RESOIJRCES ARE OOCUMENlFO ANO ASSESSED. IF
ARCHAEOLOGICAL RESOIJRCES ARE ENCOIJNlFREO OUR/NC
EXCAVA110N OR GRADING, THE ARCHAEOLOGICAL I.ION/TOR
SA wcu T LINE I I TYPICAL SECllON NORlH-SOUlH
SHALL DIRECT THE CONTRACTOR TO A/IV/0 ALL /YORK IN THE
II.II.IEDIA ff AREA FOR A REASONABLE PERIOD OF 111.1£ TO
ALLOW THE ARCHAEOLOGIST TO EVALUAlF THE S/GNIRCANC£
OF THE RNOINC ANO OETFRI.IINE AN APPROPRIA ff COIJRSE OF
AC110N. THE APPROPR/AlF COIJRSE OF AC110N I.IAY INCLUDE,
BUT NOT BE L/1.1/lFO TO A/IVIOANa; RECOROA110N,
RELOCA 110N, EXCA VA 110N, OOCUI.IENTA 110N, CURA 110N, OA TA
RECOvERY, OR OTHER APPROPR/AlF MEAS(JRES. THE PROJECT
CONTRACTOR SHALL PR0/40£ A REASONABLE PERIOD OF 11ME
FOR PURS(J/NC THE APPROPR/AlF AC111411ES, INCLUO/NC
SAL VAG£ OF 0/SCOvEREO RESOURCE'S. SAL VAG£ OPERA 110N
RE(){J/REI.IENTS PURSUANT TO SEC110N
15064.5 OF THE C£QA GLIIOELINES SHALL BE FOLLOIIElJ.
RECOvERED AR11FACT I.IATFRIALS ANO DATA SHALL BE
CATALOGEO ANO ANALY'ZEO. A REPORT SHALL BE COI.IPLElFO
OESCRIBINC THE I.IETHOOS ANO RES(JL TS OF THE I.ION/TOR/NC
ANO DATA RECOvERY PROGRAM. AR11FACTS SHALL BE
CIJRAlFO lfflH ACCOMPANY/NC CATALOG TO CURRENT
PROFESSIONAL REPOSITORY STANDARDS OR THE COLLEC110N
WILL BE REPA1RIA1EO TO THE APPROPR/AlF NAllvE AMERICAN
TRIBE(S}, AS SPECIREO IN THE PRE-£XCAVA110N AGREEAfENT.
IF ANY HUMAN REMAINS ARE 0/SCOvEREO, ALL CONSTRUC110N
AC1114TY IN THE II.II.IEDIA ff AREA OF THE 0/SCOvERY SHALL
CEASE 11.11.1£0/A TEL Y, ANO THE ARCHAEOLOGICAL MONITOR
SHALL N011FY THE COIJNTY AfEOICAL EXAI.IINER PURSUANT TO
CALIFORNIA HEALTH ANO SAFETY SEC110N
SHOULO THE 1.1£0/CAL EXAMINER OETFRMINE THE HUNAN
REAfAINS TO BE NA 111£ AMERICAN; THE NA 111£ AMERICAN
HER/TAG£ COAIMISS/ON SHALL BE CONTAClFO PURSUANT TO
CALIFORNIA PUBLIC RESOIJRCES CODE SEC110N 5097.98. THE
NAllvE AMERICAN AfONITOR (PURSUANT TO Af/11CA110N
MEASURE C/JL TtJRAL -2). IN CONS(JL TA 110N lfflH THE NA 111£
AMERICAN HER/TAG£ C0!.11.1/SS/ON, SHALL INSPECT THE S/lF OF
THE 0/SCOvERY OF THE NAllvE AMERICAN REAfAINS ANO AfAY
RECOAIAfENO TO THE CITY OF CARLSBAD, ANO THE PROJECT
CONTRACTOR, AC110NS FOR !REA 11NC OR DISPOSING, lfflH
APPROPRIA ff DIGNITY, THE HUNAN REAfAINS ANO ANY
ASSOC/AlFO GRAvE GOODS. THE RECOAIAfENOA110N AfAY
INCLUDE THE SCl£N11RC REMOVAL ANO NONO£SlR(JC11vE
ANAL Y.S/S OF HUNAN RENA/NS ANO /lFMS ASSOC/A 1EO lfflH
NAllvE AMERICAN BURIALS. THE PROJ£CT CONTRACTOR SHALL
PR0/40£ A REASONABLE PERIOD OF 111.1£ FOR SAL VAG£ OF
0/SCOvEREO HUMAN REMAINS BEFORE RESUMING
(SEE DETAIL SHEET 2) ~
ANCLE OF INFLUENCE LINE I
FROM TOP OF CRA /lfZ. LA YER
10'
Ei "CllvE AREA
2.42' I
I
I ii
20'
f ANCLE OF INFLUENCE LINE
fl?OM TOP OF CRA /lfZ. LA YER
_,_ I
,-.I.I.:
CONSTRUC110N AC111411ES. EFFECllvE AREA
Cl/l. lTIHAL-2
PRIOR TO THE COAIMENCEYENT OF GROIJNO 0/STtJRBINC
AC111411ES, THE PROJ£CT OEVEZOPER SHALL RETAIN THE
SERl4C£S OF A NA 111£ AMERICAN I.ION/TOR. THE PURPOSE
OF THIS I.ION/TOR/NC lffLL BE TO ALLOW FOR TRIBAL
OB.5Ei'VA110N OF !RENCH/NC EXCAVA110N INCLUO/NC
FORAfALIZ£0 PROCEDURES FOR THE TREATMENT OF NAllvE
AMERICAN HUNAN RENA/NS ANO BURIAL, CEREAfONIAL, OR
CUL TtJRAL /!Fl.IS THAT MAY BE UNCOvEREO OUR/NC ANY
GROIJNO O/STtJRBANC£ AC11U11£S. THE CITY SHALL VERIFY
THAT THE NAllvE AMERICAN AfON/TOR HAS BEEN RETAINED
PRIOR TO THE ISSIJANC£ OF A CRAOINC PERMIT. PRIOR TO
IMPLEAfENTA110N OF THE I.ION/TOR/NG, A PRE-EXCAVA110N
AGREEMENT SHALL BE OEVEZOPEO BETWEEN THE
APPROPR/A ff NA 111£ AMERICAN TRIBE ANO THE DEVELOPER.
THE NAllvE AMERICAN REPRESENTAllvE(S) SHALL ATlFNO
THE PRE-GRAD/NC I.IEE11NC lfflH THE CONTRACTORS TO
EXPLAIN THE REOUIREMENTS OF THE PROGRAM. THE NA 111£
AMERICAN MONITOR SHALL BE ON-S/lF OLIR/NC ALL GRADING,
!RENCH/NG, ANO OTHER GROUN0-0/STtJRBINC AC111411ES
UNLESS OTHERlffSE AGREED UPON BY THE MONITOR ANO
CITY STAFF.
CHC-1 THE PROJ£CT SHALL IMPLEMENT THE GREEN HOUSE CAS
REDUC110N 1.1£AS(JRES AS IO£N11RED IN TH£ REPORT 1111.ED £S111.1AlFO
ANNUAL EMISSIONS FOR THE KELLY CORPORA ff CENlFR I.IEOICAL
OFRCES, MARCH 25, 2013, HOFMAN Pt.ANN/NC ANO ENGINEERING.
o. WA !FR ACllvE GRAD/NC S/lES A 1.1/N/I.IUM OF THO lll.lES DAILY.
b. /YA !FR UNPA W ROADS A MINIMUM OF THO 11Af£S OAIL Y.
c. REPLACE' GROIJNO COVER IN 0/STtJRBEO AREAS AS SOON AS POSS/BL£.
ANCLE OF
INFLUENCE LINE
FROM TOP OF
I% CRA/lfl. LAYER
-, __ 1-, .-.
PROPOSED '
PARK/NC STALL I
6N CURB&: C/JTlFR
EXTENDED CURB @ BASIN TYP.
DEPT/I =2.5' MAX
. I • . .
111: =
~,·11. -, -,
-;-I
*SEE SHEET 9 FOR
AOO/llONAL INFO
12'
PL
VARIES
EFFECllvE ARE1 I (2' MIN -
4' MAX, :
I I
0.75 -
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•• • • •.... 1 1--,
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d ARCH/lFCTtJRAL COA 11NCS APPLIED TO /NlFR/OR ANO EXTFR/OR SURFACE'S
lffLL BE REOUIREO TO MEET THE REACllvE ORGANIC CAS (ROC) LIAIITA110NS
OF SAN 0/ECO AIR POI.LU110N CONTROL 0/SlR/CT RULE 67.0.
SECTION 0-0
SCALE· IN= 5'
SEE SHEET 7
*SEE SHEET 9 FOR
AOO/TIONAL INFO
e. PROUOE LONG lFRM BICYCL£ PARKING.
I. PROUOE SHO~R/CHANGINC FACIL/11£5.
6' lffOE 1RANS/110N FROAI
o• TO 6" CURB (TYP.) TC ELEV (6 ")
PER PLAN TC ELEV o•
PER Pt.AN 7~~===~~ T'rP. 6" lffOE )( ' ~ 6" HICH Cl/RB SZa,,£
f.5' OP£N/NC
I SI 101TYPICAL OPEN/NC tJ CORNER
NOT TO SCALE
DISTANCE' VARIES
VARIES e:_:::::_~~~fiU 3' MOE (CENlFREO
'!,,~C/dN Cl/RB OPEN/NC OR
TYP. 6 • ff?OE )( , ~ :,,,BR__'.ER PLAN)
6" HICH CURB . ---"'/)"1~-• INSTALL RIP-RAP PAO 1' --•, j THICK lfflH 4"-6" ROCK
/';; EXTEND RIP-RAP 2' PAST FZOW
FZOW LIN£ OF SWALE OR LINE/TO£ OF SLOP£
BOTTOAI OF OE1FN110N PONO
RIP-RAP INSTALLA 110N
'/JRB OPEN/NC OETAIL
NOT TO SCALE
\
RN/SH CRAOE
lffO TH VARIE.5' (I.IIN 3' UNLESS
l
i----OTHER/#15£ NOlFO)----i
• # l#ff TH/2 I lffOTH/2
--3-,f DEPTH::+
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1/NOERI.AIN 8Y G£01FX11LE FABRIC
1/NLE'SS SPEC/RED 8Y PLANS
(I, YIRAR !!6/JN OR E()(JIVALEN!}
I 50 c 10£TA/L RIP RAP FLOM.IN£
NOT TO SCALE
1.0'
NOT TO SCALE
6'
(TYP.) BUILD/NC WALL
FL ELEV
PER PLAN
I
FF=76.80
ORA/NACE SWALE
(SEE OETAIL BELOW)
I% 2' MIN
BU/LO/NC WALL
FF=76.80
'i 1·;zl ~c1v-··. 1L.l1 _I ---_I 1_11-1-_I I_I. -1 1:_-
1
111
PROPOSEo::_1 PER-PLAM-1 I 1-,. , 1 -, ·I I l--1 I 1-111
SIDEWALi( 1· I I 1==1 111· .. , 11-· 11
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' ' ' ., (PER 's77?UCT!JRAL) ., '
SECTION G-G
SCALE· IN= 5'
SEE SHEET 7 6'
S/OE/IIALK
SECTION F-F
SCALE· IN= 5'
SEE SHEET 4
20'
*SEE SHEET 9 FOR
AOOlllONAL INFO
I
~
" .
f.5'
5%Al4.,_)(
"'
560-C-3250 CONCRElF
VARIES
(Af/N 3'
I.IA)( 5}
I
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1.5'
5%MAX
0.07~
I 51 5 I OETAIL -RIBBON CUTTER
NOT TO SCALE
I-
. ·<1
SAWCUT LINE ------
(SEE DETAIL SHEET 2) /
CONNECT TO EXIST. OC TRAIL
SLOPE VARIES
=;:::::i.~/-~8%~:z::~=:::J;;":1:i:12l'!S:Z!i!EE<!lic"Z;;:;;E2!!::.:~i;iiii1E2:lili"°!:!:~!lZoli~2JC:S:E;;;;S:li:'ll:S:;;l7f;,5:f:q:::=p;:;::;;:::: '---,--,,..--.Jrl •· < '!•••••,• •: • ,>, ,,~ .. T.-/'~.O:•,'t---••~•:;,,'I,,:,.~•·••••••••'•<-:.,'•• . ...:.•,., ..... ~,-.: •• •','!.•~.>'~ •• • ...... -.;.•..-:•..-••.:,.•.;_" •''1 ··•~~ •.•,•1•·:,· 1~•~••••·•
BMPNOTES
ALL BASINS TO B£ INSTALLED W/
1• AfA)( OF MULCH (NOT /NCLUOEO
IN WA !FR OUALITY PONO/NC
CALCULA llONS)
2. SEE SHEET 9 FOR AOO/llONAL Bl.IP
DETAILS
., ,:• :·~:~1 - - -'i-i t I ·1 1· -1· -1-1: -I . -1-1 -1: ~I .. PROEOfEtq 4N O(j )TRA&-1 ,_1
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&: CUTlFR I I I PSYl.L/UM HUSK BINDER AT 12 LBS/TON OF OC FINES
'-REMOvE EXIST. STREET SECllON &: REPLACE SECTION If-If -INSTALL OC AT 90% COMPACllON OvER NAllvE AT
TO MATCH EXISllNC ADJACENT 171/CKNESS SCALE· IN= 5' 90%-95% COMPACllON
(OR PER CEOTECH RECOMMENDATIONS) SEE SHEET 4
I SH;ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
"AS BUILT" NORTH COAST MEDICAL PLAZA
(PHASE I AND II}
PR£i~~'ARED "R Y S(JPER/4S/ON, / GR2022-0050 SOP 15 23
BY -p27:> DATE· APPROVED: JASON S. GELDERT
ROBERT 0. OEN11NO R.C.£. NO.: 45629 EXPIRA110N.· 12-31-26 RCE EXP. DATE
ENGINEERING MANAGER RCE 63912 EXPIRES 09/30/26 DATE
I SI ,510£TA/L ORA/NACE SWALE
NOT TO SCALE
RRM.· EXCEL ENGINEER/NC REVIEv/ED BY,
AOORESS.-440 STA ff Pt.AC£ DWN BY: 4 IV
CITY, ST.: ESCON0/00, CALIFORNIA DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO.
REVISION DESCRIPTION CHKD BY: SDP 15-23 496-18 TELEPHONE.· (760) 745-8118 INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
DETAILS SHEET
9/10/2025
TW
NF
DETAIL "AN
SCALE 1"=10' -------,,.-0
£%/ST. CURB
(TO REMAIN)
£%/ST. CURO
(TO REMAIN)
10 20
(76) /£%/ST. S/1)£/YALK f
(TORENAIN)
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SCALE 1"=10'
30 40
£%/ST. CURO
(TO RENAIN)
(
£%/ST. PARKING/
(TOREl,/A/N)
--------
£%/ST. CURB
(TO REMAIN)
---
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[NG/N[[R/ NG
W/0 PWIIIIIIG •E.NGll/fBIJ//G • $lllf)1I/G
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Pl/ (760)7~-8118 fX (760)745-1890
----0 10 20 30 40
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(TORENAIN)
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76.50 TC
76.00 FS
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OFFICE BUILDING
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PCC Sll}E/YAlK PER SORSO C-7
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PROPOSED INPROVEMENTS AFFECT EX/SllNC
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---! Sl-13 ! 4• oc TRAIL (C. 0. C. TYPE 4) SEE UllLITY Pl.AN FOR PROPOSED STORN ORAIN,
/YA !ER, ANO SE~R INPROVEMENTS (SEE SHEET 8)
OE!AIL iJ"
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RRN: E%CEL ENC/NEER/NC
AOORESS.-440 STA Tr PlACE
CITY, ST.: ESCOIV0/00, CALIFORNIA
TELEPHONE· (760) 745-8ff8
----I Sl-15 ! DRAINAGE SWALE PER l}ETA/l ON SHEET 3 0 fO 20 30 40
I st-16 I
! Sl-17!
/ I
CROSS GUTTER PER SORSO C-12
4" AC OVER 6" CLASS II BASE -MATCH EXIST. HIOOEN
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i--------1---t-----------+--+--+--l-----l [s"Hml CITY OF CARLSBAD I SHEETS I L_!_J ENGINEERING DEPARTMENT 9
,-------------------1--+----t----------------l----l-----l----1-----l GRADING PLANS FOR:
NORTH COAST MEDICAL PLAZA II AS BUIL T11
(PHASE I AND II)
RCE __ _ EXP, ___ _
_____ t---+----t----------------l----l----l-----1------1 ~GR=2=0=22=-=0=05=0=============SD~P=1~5-~23~
APPROVED: JASON S. GELDERT
DATE
IIR~E:\Vn!EEl,,/WEEDDiBivY::-, -----------1-----j(--+----------------1------1--==r===c=J ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 26 DATE
1-D"'A.,;TE;c--i-;IN;:;;rn;;cA'°L+---------------l-D-AT-E--l--lN_ITI_A_L -l--D_A_TE-l-1N-ITI_A_L_J DWN BY: PROJECT NO. DRAWING NO.
INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION CRHVWKDD BBYY:. ---SDP 15-23 496-1 B OTHER APPROVAL CITY APPROVAL
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
FH
FH
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FH
V
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◊
◊
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WEST HORIZ. CONTROL SHEET
9/10/2025
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PER OOC. NO. 200J-0!7ff/2
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RRAI: EXCEL ENGINEER/NC
ADDRESS: 440 STAIE PLACE
CITY, ST.: ESCONO/DO, CALIFORNIA
lELEPHONE (760} 745 8!18
DA!E:
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MEO/CAL Off/CE
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0 N/4'06'49"£ --7.2J' o• TO 6" CURB
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® t/=59'54'47" 20.00' 3.66' 6" CURB
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PRIVATE CURB DATA
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0 tl=J9:2!'40" 20.00' /3. 74' 6" CURB
® ti= !4'06'o7" 95.00' 23.38' ••
® t/=89"43'55" 3.00' 4. 70' ••
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@ N/6'02'20"W 2.88' •• --
@ N7J'57'40"E 4.26' •• --
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@ N6 I '00 '4.J"W 6.00' •• --
@ N7J'57'40"E 25.5!' •• --
@ N28'59'!7"E 6.0!' •• --
(/8) N6 I '00 '4.J"W 6.00' •• --
@ N7J'57'40"E 29.76' •• --
@ N/6'02'20"W 14.50' •• --
® t/=90'00'oo" 3.50' 5.50' ••
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@ N7J'57'40"E 54.72' •• --
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® N6 I '00 '4.J"W 6.00' •• --
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'1()) N6 I '00 '4.J"W 6.00' •• --
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@ N!5'52'o6"W 15.0/' •• --
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@ t/=0075'.JJ" 696.00' 3./5' ••
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@ N86"44'4!"E --!4.9J' o• TO 6" lRANS/llON
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@ N82::?8'27"E --!5.0f' o• TO 6" lRANS/llON
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N01FS:
/. HORIZONTAL CONTROL INSTALLA170N REA/ARKS 00 NOT
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I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
NORTH COAST MEDICAL PLAZA
(PHASE I AND II)
GR2022-0050 SDP 15-23
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09130/26 DATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SDP 15-23 496-18 REVISION DESCRIPTION ENGINEER OF WORK O1HER APPROVAL CITY APPROVAL RVWD BY:
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
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9/10/2025
TW
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NO DELTA 'RC RAO/US LENGTH REMARK NO DELTA 'RC RAO/US LENGTH REMARK NO DELTA 'RC RAO/US LENGTH REMARK 0 N19V2'43•w ff.80' 6" CURB N74V1 'o9"E f. 00' • • @ .d=92'4.J'1f" 3.00' 4.85' ••
0 .d=90'00'oo" 3.50' 5.50' •• N19V2'43"W ff.20' • • @ N70'57'17"E 14.92' ••
3 N70'57'17"E 7.00' • • .d=10T39't4" 3.00' 5.64' • • .d=90'00'oo" 3.00' 4.7!' ••
-4 .d=90'00'oo" 3.50' 5.50' • • .d=65'08'28" 20.00' 22.74' • • 5. Nf9V2'43•w 12.00' f-',,e,+----=:....::.:....:..:c...::..c-+---=:..:..:...+---'--'.:..:....+-------l~H----=c...:..:c...::..c-=..+-=.:..:....+-=-'--+--------+-',,;!:+----=:..:....:=-...:.:....::.+---+--=-.::.::.._+--------1
N19V2'43•w ff.50' • • @) '1=9474'!9" 3.00' 4.93' • • @ N70"37'46"E
••
22.00' • CURB ANO GUTTER
N70'57'17"E 40.00' • • @ N73'55'16"E 14.95' • • @ N70'57'17"E 2.00' o• CURB
N70'57'1r£ 24.00' • • N16V4'44"/Y 4.26' • • 6. N70'57'1r£ 34.52' 6" CURB
N70'57'17"E 24.00' • • N28'55'16"E 6.00' • • 6. .d=92'4.J'1f" 3.00' 4.85' ••
N19V2'43·w 12.00' • • @ N61V4'44·w 6.00' • • @ N1679'.J2·w f.14' ••
'1=88'54'!8" 3.00' 4.66' • • @) N16V4'44'/Y 17.01' • • @ .d=90'00'oo" 3.00' 4.71' ••
N72V2'58"E 2.62' • • N16V4'44"/Y 8.51' • • 6. N73WJ'28"E 34.50' ••
12 .d=8J70'!7" 3.00' 4.35' • • Nf6V4'44•w 46.76' • • 6 .d=90'00'oo" 2.50' 3.93' ••
Nl!V7'!8·w 12.00' • • @J N73'55'16"E 14.50' • • @ N1679'.J2·w 0.50' ••
N78'52'42"E 56.00' • • @ .d=90'00'oo" 3.50' 5.50' • • @ L1=8n6'49" 2.50' 3.81' ••
N1fV7't8"/Y 14.00' • • .d=90'00'oo" 3.50' 5.50' • • 7i L1=8n6'49" 2.50' 3.8!' ••
.d=90'00'oo" 3.00' 4.7!' • • Nf6V4'44·w 8.18' o· TO 6" TRANS/l!ON 7. N70'57'17"E 21.93' ••
N78'52'42"E 14.00' • • @ N16V4'44·w 29.JJ' o· CURB @ .d=51'26't8" 15.00' 13.47' ••
Nl!V7'!8'/Y 32.00' • • @ N16V4'44'/Y 10.99' o• TO 6" TRANS/l!ON @ .d=/3176'53" f.00' 2.29' ••
N78'52'42"E !7.7!' • • N16V4'44"/Y 38.26' 6" CURB 7-N73WJ'28"E JJ.02' ••
N78'52'42"E 2.00' o· CURB Nf6V4'44·w 17.0f' • • 7. .d=90'00'oo" 2.50' 3.93' ••
N78'52'42"E 18.21' 6" CURB N16V4'44·w 12.76' • • @ N1679'.J2·w 0.71' ••
.d=79'54'43" 5.00' 6.97' • • N73'55't6"E 15.00' • • @ N6179'.J2'/Y 6.00' ••
.d=/0577'45" 2.00' 3.68' • • 0 .d=90'00'oo" 3.00' 4.7!' • • 7, N28WJ'28"E 6.00' ••
N73'40'14"E 15.89' • • 0. Nf6V4'44·w 7. 70' • • ~ Nf6V4'44·w 9.02' ••
N1679'.J2•w 7.50' • CURB ANO CUTTER @ .d=95'53'52" 18.00' 30.13' • • @ N73"38'54"£ 14.73' ••
N1679'.J2'/Y 2.00' o• CURB @ '1=88'28'!2" 3.00' 4.63' • • @ .d=105'45'06" 3.00' 5.54' ••
Nf679'.J2"/Y 23.50' • CURB ANO CUTTER N20"26'48"1Y ff.99' • • 8. .d=/7479'!9" 3.50' 10.65' • •
Nf679'.J2•/Y 3.26' • • N69'3.J'12"E 16.00' • • N79'2!'08"E 3.36' "CURB ANO CUTTER
N28WJ'28"E 6.00' • • @ N20'26'48•w 12.00' • • @ N74'27'55"E 16.62' ••
N6179'.J2'1Y 6.00' • • @ .d=90'00'oo" 3.00' 4.7!' • • @ '1=51'43'25" 16.00' 14.44' 6" CURB
Nf679'29"/Y 2.00' o· CURB 0. N69'3.J'f2"E 18.67' • • 61 .d=f29V4'o2" f.00' 2.25' ••
Nf679'29.IY 81.52' "CURB ANO CUTTER f .d=85'52'45" 3.00' 4.50' • • 8 N73WJ'28"E 31.48' ••
N1679'29·w 36.26' • • @ N1679'.J2·w J.04' • • @ ,1=9ovo'oo· 3.00' 4.71' ••
N73'40'f4"£ 14.50' 6" CURB @ .d=90'00'oo" 3.00' 4.7!' • • @ N1679'.J2'/Y 7.00' ••
.d=89'59'46" 3.50' 5.50' • • f. N73WJ'28"E 15.00' • • Nf679'.J2•w 3.00' o• CURB
'1=90'00'!4" J.50' 5.50' • • , Nt679'.J2·w 23.50' • • g Nt679'.J2·w 15.50' 6" CURB
N73'40'14"E 15.00' • • @ N1679'.J2·w 2.00' o· CURB @ N1679'.J2·w 25.50' • CURB ANO GUTTER
N1679'.J6'1Y 36.26' • CURB ANO GUTTER @ N73WJ'28"E 15.00' • CURB ANO GUTTER @ N1679'.J2'/Y 6. f 7' o• TO 6" TRANS/l!ON
Nf679'29·w 36.26' • • f .d=90'00'oo" 3.00' 4.7!' o· TO 6" TRANS/l!ON 9 Nf679'.J2·w 9.00' • ,.
N73'40'14"E 15.00' • • ! Nf679'.J2·w 6.00' o· CURB 9. .d=90'00'oo" 3.00' 4.7!' 6" CURB
.d=89'59'46" 3.00' 4.71' 6" CURB @ .d=90'00'oo" 3.00' 4.71' o· TO 6" TRANS/l!ON @ N1679'.J2·w 2.40' ••
N1679'.J2'/Y 5.99' • • @ N73WJ'28"E 12.00' 6" CURB @ '1=95'40'41" 3.00' 5.0f' ••
'1=84'4!'25" 12.00' 17.74' • • '2 Nf679'.J2·w 6.00' o· CURB 9. N79'2!'08"E
.d=95'00'20" 3.00' 4.97' • • :.?. Nf679'.J2•/Y 2.00' • • 9. N79'2!'08"E
N16V1't7•w ff.97' • • @ .d=90'00'oo" 3.00' 4.71' • • @ N79'21'08"E
N73'58'43"£ 2. 75' 6" CURB & CUTTER @ N73WJ'28"E f 7. 00' • CURB ANO GUTTER @ N69'3.J't2"E 10.6!' ••
N73'58'43"£ 2.00' o· CURB '2 Nf679'.J2·w 8.50' 6" CURB I?. L1=94V7'!5" 3.00' 4.93' ••
N73'58'43"E 3.25' 6" CURB & CUTTER '2 N73WJ'28"E 16.50' • • I?. Nf679'.J2"/Y 0.88' 6" CURB
N16V1't7·w 14.18' 6" CURB @ .d=90'00'oo" 3.50' 5.50' • • @ N1679'29·w 7.00' ••
.d=89"30'48" f.00' f.56' • • @ .d=90'00'oo" 3.50' 5.50' • • .@ N73'40'f4"£ 13.00' ••
N74'27'55"E 0. !O' 6" CURB & CUTJER '2 N73WJ'28"E 14.50' • • .d=89'59'46" 3.50' 5.50' ••
N75'23'49"E 0.9!' 6" CURB Ji Nf679'.J2"/Y 8.26' • • 'O '1=90'00'!4" 3.50' 5.50' ••
'1=9!'25'06" 1.00' f.60' • • @ N28WJ'28"E 6.00' • • @ N73'40'14"E 13.00' ••
N16V1't7"/Y 17.16' • • @ N6179'.J2"/Y 6.00' • • .@ N1679'.J2"/Y 2.50' ••
N73'57'47"E 10.97' • • Nf679'.J2·w 25.5!' • • 1 Nf679'.J2·w f.44' ••
N73'58'43"E f.4!' • • J. Nf679'.J2"/Y 22.08' • • 1 Nf679'.J2"/Y 12.76' ••
N6fV1't7·w 6.00' • • @ N73WJ'28"E 14.50' • • @ N1679'.J2·w 2.94' ••
N28'58'43"£ 6.00' • • @ .d=90'00'oo" 3.50' 5.50' • • @ N1679'.J2"1Y 25.5!' ••
N79'58'.J7"E 8.89' • • 3. .d=90'00'oo" 3.50' 5.50' • • 1 Nf679'.J2•w 3.75' ••
N!OV2'o9"/Y 15.00' • • Nf679'.J2"/Y 12.76' • • ! Nf679'.J2"/Y 7.00' ••
.d=180'00'oo" 2.50' 7.85' • • @ N1679'.J2•w 20.57' • • @ N73'59'£ 1.41' ••
N10V1'22"/Y ff.00' • • @ .d=90'00'oo" 3.50' 5.50' • • @ N61V1'1Y 6.00' ••
NfOVt'22•w 8.84' • • 4 .d=90'00'oo" 3.50' 5.50' • • ! N28'59'£ 6.00' ••
.d=88'08'57" 5.00' 7.69' • • 4. N73WJ'28"E 16.50' "CURB ANO CUTTER ! N73'59'£ f.4!' ••
N79'21'08"E 3.71' • • @ N1679'.J2'/Y ff.92' 6" CURB
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N20WJ'59•/Y 15.49' • • .d=90'00'oo" 3.00' 4. 7!' o• TO 6" TRANS/l!ON
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N6979'ot"E 1.41' • • @ .d=90'00'oo" 3.00' 4. 71' o• TO 6" TRANS/l!ON
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TELEPHONE· (760) 745-8ff8
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N20'40'59'/Y 15.00' • • @ N1679'.J2'/Y 1.50' o• CURB
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ENGINEERING DEPARTMENT ::===----===========:'....'.::::::=~ >----+----+-----------------+--->-------+-----+--------1 GRADING PLANS FOR:
.----I-~ A_S_B_U_I_L_T_" __ -----1 NORTH COAST MEDICAL PLAZA
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_____ >----+----+-----------------+--->-------+-----+--------1 ~GR==20=22==-=005===0=============SD==P=1=5-=2=3=:
APPROVED: JASON S. GELDERT
RCE __ _ EXP.____ DATE
ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 26 DA TE
REVIE\./ED BY•
INSPECTOR DATE
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ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
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OR APPROVED EQUIV.
tlillI,· UNLESS OlHERHfSE SPEC/RED RN/SH
SURFACE ELEVEAllONS (FS) ARE 6" BELOW
TOP OF CURB (TC)
tlillI,• ALL BAIP ARE TO HA VE A SIGN !NS1ALLEO STA llNC:
PERA/ANENT WA!ER QUALITY 17?EATJ.IENT FACILITY
KEEP OUR WA lERWA YS CLEAN
AIAINTAIN HflH CARE-NO 1.100/RCAllONS HflHOUT AGENCY APPROVAL
tlillI,· SEE AOO/llONAL CEOJECHNICAL NOJES
REGARDING CONCREJE INSTALLA llONS ON SHEET 3.
SURFACE /AIPROVEAIEN!S
I Sl-f
ISl-2
ISl-3 1
ISl-1 1
9• AC OVER 3• CLASS 2 BAS£ (1RUCK ROUlE)
PER CEOJECHNICAL RECONI.IENOAllONS
6" AC OVER 3• CLASS 2 BASE (PARKING)
PER CEOJECHNICAL RECOI.IAl£NOA110NS
6" CURB PER Sl)RSI) C-1
6" CURB & CUTTER PER Sl)RSI) C-2
I Sl-5 I J' RIBBON CUTTER (OR AS SHOIW) PER OE1AIL ON SHEET 3
I Sl-6 I PCC SIDEWALK PER Sl)RSI) C-7
I Sl-7 I PEOES1li'IAN RAI.IP PER 1.100/REO SIJRSI) C-29
ISl-8 1
ISl-9 1
17?ASH ENCLOSURE W/ 7.5• PCC OVER NAllVE SOIL
PER ARCH ORAHfNCS
8/0F!L 1li'A 110N BASIN PER DETAIL ON SHEET 3
I Sl-10 I CURB OPENING PER DETAIL ON SHEET 3
I SI-ff I 17?UNCA lEO DONES PER Sl)RSI) C-30
I Sl-12 I 6' PCC (4,000 PSI) PA VEAIENT W/ p BARS fJ 18" 0. C.
EACH WAY OVER 4" CLASS II BAS£ PER CEOJECHNICAL
RECONAIENOA llONS
I Sl-14 I PARKING LICHT (BY 01H£RS)
I Sl-15 I ORA/NACE SWALE PER DETAIL ON SHEET 3
~C.:! ~¢:!
-J, -J, ~ ~~
QE[]--' "'~~6~5~~l..2::L}-'i-=2===-=~i:::l"'=[<:i=•~~±ll~l.~~~~;l~~[a·..._~-J~ -_______ --{);61%-~-~--l --·-V --.c"-., _ -__ -.
-.':-----s.;:,: <'. .(] \ - -
q C .jq Sl-3 '1 '77:06TC / --, ,,, :-. 76. 56 FS
V
(i('l/\1 "'' • ~ ~
1. r✓y z ; -----
zi ~-.. -'/~-~ .. ·L-.-,.---~-~~,rl ~i.!o:;-Tl"' ~ ~
OETAIL "C"
SCALE !"=!0'
~ ~~ 77.00 FS :,, <"J Sl-10 "1
r-1:HJ
77.4.J TC
)(
SlEEL REBAR R£/NFORCEl.l£NT
PER SECllON 8-8 OF Sl)RSI) Sl-3
77.52 TC
'¾ 0/Ki NO. 0-25
l
~1:.e 3• SLOPE%
SIOEWALK~m~;;;A::;'ER;;;;;::PL;;;A:;N~t=(.:::;=,.
0. 19' @ INLET
a34' fl OUlZET
p_f;R p_LA"-
(1..
6fT'tP 0. 32' @ INLET
0. 4.J' @ OU1ZET
A A I I 3.00' I I /Z -4,V
4.00'
0.5!' t1 INLET 0.59' fl INLET V
SECllON J-J OETAIL
(AIOO/REO SORSO owe 0-25)
0.58' t1 OUlZET :'.:=!-_'.:~===:'._J~s.,0.68' t1 OUlZET
p_£fip[tl"-I I :gg: I I A ~;4,
SECllON I-I OETAIL
(/,(00/REO SORSO owe 0-25)
NOT TO SCALE
J
_16-LJL
Sl-3
OETAIL !""
SCALE !"=!0'
Sl-6
I SI-! iJ ,...
~
NOT TO SCALE
SlEEl. REBAR REINFORCEI.IENT
PER SECllON 8-B OF SIJRSO
0/Ki NO. 0-25
~~ 3• SLOPE% €
SIOEWA~ ~ PER PLAN ~OEWALK
VAR/ES;:i-~~j:;::;~::;;-;;"('.;:~;;;rl:;;-;;;:• ;::;-f-7 VARIES
8111,, ,
p_£R p_LA"-----t1111•--=-3.-=00::--, 11---:...:1 A:tQ/Z~A~,v
(I.. 4.00'
SECllON K-K OETAIL
(AIOO/REO SORSO owe 0-25)
NOT TO SCALE
COAIPAC P/i3/i · •
£A'lS11N;r
ORA/NACE
CHANNEL TO CURB INSTALL
SECllON L-L OETAIL
(GRAO/NG AT TOP OF SLOPE)
NOT TO SCALE
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY.
t-----t--+------------+---l---+--1-----1 ~ CITY OF CARLSBAD I SHEETS I L_2_j ENGINEERING DEPARTMENT 9
,------------------__J----+--+-------------------1----L---l--_J __ __J GRADING PLANS FOR:
NORTH COAST MEDICAL PLAZA 11 AS BUIL T 11
(PHASE I AND II)
_____ l---l---+----------------l----11------l...--...L----1 ~GR=2=0=22=-=0=05=0==============SD~P:::!1~5-~2~3~
APPROVED: JASON S. GELDERT ~----ROBERT 0. 0£Nl1NO R.C.£ Na: 45629 £)(P/RA110N: 12-31-26 RCE __ _ EXP, ___ _ DATE
RRI.I: E%CEL ENC/NEER/NC
ADDRESS: 440 STA lE PLACE
CITY, ST.: ESCON0/00, CALIFORNIA
lELEPHONE· (760) 745-8118
~R;-;E~VllI~E°i:vJ~E~D-B;Y;;,--------------jf---l--+----------------l.--_j __ j_ __ l,_ _ _J ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 26 DATE
DWN BY: PROJECT NO. DRAWING NO.
2~~g ~~~ --SDP 15-23 496-1 B
INSPECTOR DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
FHFH
V
V
◊
PRIVATE UTILITIES
9/10/2025
TW
NF
PR/VA lE ORA/NACE IAIPROVENENlS
(SEE SHEET ! FOR SPEC/RCA llONS}
SO-!
S0-2
SO-J
S0-1
S0-5
S0-6
S0-7
S0-8
21"x21" CATCH BASIN (JENSEN 0/2121 OR EQUIVALENT}•** SEE BELOW
21"xJ6" CATCH BASIN (JENSEN 0/2136 OR EQUIVALENT}**• SEE BELOW
36"xJ6" CATCH BASIN (JENSEN 0/3636 OR EQUIVALENT}**• SEE BELOW
12' PVC STORA/ DRAIN
18' PVC STORA/ DRAIN
RIP RAP (SEE DETAILS SHEET ~
CVRB VNOERORAIN (SEE DETAILS SHEET 1 ANO SHEET 7)
NOS !RENCH DRAIN NOS AIOOEL OS-09N OR APPROW EQUIVALENT
S0-9 1" PVC STORA/ DRAIN
S0-10! !RASH CAPll/RE INLET RLTFR (SIZE PER PLAN)
SO-!!! CONNECT 10 EX/SllNG INLET
-CATT:H BASIN NO'/ES
!. INSTALL BOX AS SPEC/RED PER LEGEND.
2. INSTALL SOI.ID BOX COIIE'R W/AIANHOLE LIO FOR BOXES SHOIJ/V
ON PLAN W/ A ii'IAI" CALLOUT FOR RIAi ELEVAllON.
.J. INSTALL OPEN BOX W/fRAAIE & GRATE FOR BOXES SHOIJ/V ON
PLAN W/ ·re· CALLOUT FOR TOP OF GRATE ELEVAllON.
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY.
WATER QUALITY BASIN DATA WATER QUALITY BASIN DATA
NO OELTA/BRG RAO/US LENGTH NO OELTA/BRG RAO/US LENGTH
A N8!:W'o7"W --24.71' ' i\ N7J-:J.5'10"E --11.99'
'~ L1=66-:JJ:26" 5.50' 6.39' ' i\ N!670:25"W --,ff. 77'
I i\ N!5V6'1!"W --4.85' ' 7\ N7J"10'J6"E --12.29'
' ~ A= 109"10 '10 • 2.50' 4.79' ' 7\ N!679:21"W --,ff. 11'
I s\ N85"26'oo"W --27.85' j 1\ N7J".58'1J"E --12.15'
I. s\ L1=82"21'56" 2.50' .J.60' ' ?,. N!6'05:2J"W --,ff. (N'
A NOJ7J! 'o5"W --8.21' ' ~ N78'52'12"E --22.22'
j ~ A=!0/"20'57" 2.50' 4.12' , ~ N!!:21'59"W --68.68'
j i\ N7270'50"E --6.02' ' N7J"10'J!"E --16.25'
' " N!97J2'1J"W --!.J.J,f' j ' N!679'J2"W --7a11'
I '\ N7J"19'o1"E --I.J.28' j " N78'35'o!"E --16.8!'
' ' '1=1871 '5! • 18.00' 15. !6' j ,\ N09'5f '58"W --12.86'
' r... N7J"19'J.5"E --11.87' , ~ N!2-:J9'59"W --86.11'
A " N!679:21"W --1!. 72' , (I\ N77"20 'o! "E --6.15'
I ~ N!679:29"W --129.58'
----------
EXCEL
ENGINEERING SCALE· 1"=20' ---W/0 PWINING •EJ/QNfIRfNG • 9111\fYING
440 STA1E PIACE. ESCfJi/l1}(), CA 92029
PH {76o)7f5--8118 fX {760)745-189/J - -- -0 20 40 60 80
WT-1
--"--
SCALE· f •= 10' -------0 10 20 JO 10
STORM DRAIN DA TA
NO OELTA/BRG SLOPE
CZ) N8J7J9'!J"E a.5o%
2 N.51"11'52"W a5o%
J N76'5!:20"E a5o%
@ NJ6"11 'f 8"W a5t%
0 N16'59'o8"E a.5o%
6 N0.576'19"W .J.86%
7 N75'50'!9"E a5o%
@ N08"10'58"E a5o%
@ N0876'J7"E a.5o%
!, N16'01'11"W a7o%
1 N10-:J0'5J"W 1a1J%
¥' --
-
LENGTH REMARK
4.J. 00' !8" PVC □
6.10' • •
226.63' • •
69. !5' !2" PVC
62.JO' !8" PVC
16.51' 12" PI-V
178.12' !8" PI-V
86.93' • •
5.00' !2" PVC
29.JJ' !RENCH DRAIN
!6.0J' 1• PI-V
-1
0
Jl
0
p
0 0
17
1_J
I
I
77
,~y--,c,cc,cccf I_
I I' ,,,, i ,u I•" I,
I .
I I .
L i ~ ---1--.' . "'! ! \,
"AS BUILT"
1/PERl1Slin\,/
#~~~~~;;;=~~~~~~;::;--'OAlE: _ _ .£ NO.: 15629 EXPIRA7 71i=zw.=:-_:--. -=-12-=----=,1c--1--=2,c:--15' RCE __ _ EXP,, ___ _
RRAI: EXCEL ENC/NEERING
ADDRESS: 110 STA TE PLACE
CITY, ST.: ESCOIVO!Da CAI./FORNIA
1ELEPHON£· (760) 715-8118
REVIE\JED BY•
INSPECTOR
-
DATE
DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL
DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
W-71";,--W-
GRADING PLANS FOR:
NORTH COAST MEDICAL PLAZA
(PHASE I AND II)
GR2022-0050 SOP 15-23
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 09 30 26 DA TE
DWN BY:~~-
CHKD BY: __ _
RVWD BY:
PROJECT NO.
SOP 15-23
DRAWING NO.
496-1B
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025
◊
◊
9/10/2025
TW
NF
SINGLE SHEET BMP PLAN
NORTH COAST MEDICAL PLAZA PHASE I AND II
BNPNO!ES: BMPTABLE
6" fl?EEBOARO OEPTH OVER
CATCH BASIN GRATE
EZEVATTON
I ---~ ---· --r-----------PAL,...'A"'AWORJ~A· I
I
------ -~ - -' ---=~--------G-.re"'---------...,.
STORAGE OEPTH PER BIO
RL TRA 110N stJAIAIAR Y
I
I
\
\
TABLE Al PlANTTNC PER
J___,
!_-I --
.......... .......... j
..........
SCALE 1 :-40' ---- -- -0 40
fl?££BOAR,
/2" NIN. AWACENT
80 120
AOOITTONAL 1,(£0/A TO LANDSCAPE 0/STANCE fl?(JI,( TOE
160
TO VA Kif t.· 1 5• VIN. ADJACENT OF st.OPE TO LINER IN APRON FOR ENERCY
IIHERE AIEETS TO HAROSCAPE GRAl-fl LAYER tV?fl0/1' STR/JCTl/RE OISS/PA!FR (EX!FNO 2'
NA111i( SOIL £ ANO AIA/NlENANCE ACCESS PAST TO£ OF BASIN Sf.OPE}
NO U/1£ LI/€
LOAOIM LOAOINC
--w
PLAN PREPARED Br:
NAN£· ROBERT 0. OENTTNO
CONPANY: EXCEL ENC/NEER/NC
AOORESS.-440 STATE PLACE
ESCON0/00, CA 92029
PHONE NO: (760)745-8!!8 CER17RCA110N: RC£ 45629
PERMANENT WATER OUALITY
TREATMENT FACILITY
OET,4/L
BMP# BMPTYPE SYMBOL CASQA# QUANTITY
HYOROMOO/F/CAT/ON & TREATMENT CONTROL
0-0 Bl0Fll 1RA llON
I .. TC-J2 4589 SF
0 ROOF DRAIN llJ
lANOSCAPINC 0 SO-ff 4 EA
SOURCE CONTROL
0-@ INLET
SlENC/l!NC N/A SO-fJ 9EA.
® WATER ..n.. --(,//JAL/TY S/G,'I 12EA.
@ lANOSCAPE S0-10 0/JllJOOR I :•: :-:-: :-: : I
PES11Cf0£ /JSE S0-12
® EmC/ENT .SO-.J1 I' ... I IRRICAllON : " : : :-: : : : .S0-31
® !RASH t:alECllON tID SO-.J2 1 EA AREA
LOW IMPACT DESIGN (L.LO.)
® I :: . · · -:• ·· :-: · .I SO 10 lANlJSCAPINC S0-12
TRASH CAPTURE BMPS
®-® INLET Fil. !ER l!il TC-50 6EA.
BIO CLEAN FULL CAPTURE FILTER
FOR USE IN GRATE INLETS
PLAN VIEW
(GRATE NOT SHOWN)
HIGH FLOW
BYPASS
CONCREJf
GRATE
INLU
WA !ER (){JAL/TY SIGN-PLACEO AT
EACH BIOF/L !RA llON BASIN
4'-6' OROP fl?(JI,(
Cl/RB C/JT TO APRON
SEE Cl/RB OPEN/NC
DETAIL ON SHEET J
NOTE: ALL 8/0RLTRA110N AREAS HfLL
HA/€ A SIGN POSTEO TO BE
14SIBL£ AT ALL 11Al£S.
OETAIL
iVO 01/AIP/NG• AT CATCH BASINS
oumow
FLOW DIAGRAM
INSTALLATION NOTES:
I. ALL HARDWARE, FIANC[, FRAM[, SCRffNS SHALL 8[ STAINL[SS STffL.
2. OPTIONAL HYDROCARBON BOOM SHALL 8[ 2" DIAMEJfR.
3. SEE PERFDRMANC[ REPORTS IN MANUFACTUR[S SPEC/RCATIONS.
4. OTHER STANDARD AND CUSTOM MODEL SIZES AVAllABLE -CONTACT
BIO CLEAN FOR MORE INFORMATION.
5. BASED ON 37% OPEN AREA.
6. CONSIDERS A SAFETY FACTOR OF 2.0.
7. CONSIDERS A LOCAL DEPRESSION PONDING DEPTH OF 6 INCHES. -lwmSCAPE PUN
FS EZEV ~ \ ' • ~' J: I AIAX st.OPE
~~ ~ ,-----,,__--i 1G EZEV 1/fA!FR Qt/AL/TY ENOS AT Al 0/AIENSION
l..,,,,.--.-~>J...+Ac!'ER'!!...!.PLA'.!=!!!.W!....\--++-----i'---,--.---P-c,::!::'LE,~ll!!!W~O/J~T __ ~11~i7P~OF~BA~.5ll~W~ __ +---:~--:--7(1 v-ANCI.£ OF INfl/JENCE
/' UN£ f'R(JI,( TOP OF
NOTE: ALL CATCH BASINS HfTH GRATES
SHALL BE S!FNC/LEO HfTH CITY RE0/1/REO
/mt PER ABO/€ OETAIL:
8. STORAGE CAPACITY BASED ON THE BASK£/ HALF FULL.
9. CONCREJf STRUCTURES SOLD S[PARATEL Y.
GRA I-fl LA YER --------, NOT TO SCA/£
DRAWING# SHEET#(S) INSPECTION
FREQUENCY
496-18 4, 7, 8 QUAR!FRLY
496-18 4, 7, 8 SEENO!E 5
496-18 4, 7, 8 QUARIERlY
496-18 4, 7, 8 N/,4
496-18 4, 7, 8 SEE NO!E 5
496-18 4, 7, 8 SEENO!E 5
496-18 4, 7, 8 SEE NO!E 5
496 18 4, 7, 8 SEE NO!E 5
496-18 4, 7, 8 QUAR!FRLY
ELEVATION VIEW
810-GRA TE -FUU
12-12-12
B10-GRA TE-FULL
18-18-12
BIO-GRAT[ -FULL
24-24-12
BIO-GRATE-FULL
24-40-12
810-GRA TE-FULL
24-24-24
810-CRAT[ -FULL
24-40-24
810-GRA TE-FULL
36-36-24
1.04
1.78
2.10
J.70
7.31
9.53
11.93
1.24 0.15
2.19 0.33
4.96 0.59
6.35 0.88
4.96 1-22
6.35 1.82
n4 2.13
MAINTENANCE
FREQUENCY
SEMI-ANN/JAll Y
AS NEElJll) ii/
EACH INSPECT.
YEARl Y
N/,4
AS NEElJll) ii/
EACH INSPECT.
AS NEEOEO ii/
EACH INSPECT.
AS NEElJll) ii/
EACH INSPECT.
AS NEElJll) ii/
EACH INSPECT.
QUARIERlY
PER PLAN •--w
t.5' NIN OEPTH N: ~ --1:I AIAX st.OPE
(VARlrJ!s:o::g .~, ~~Pf~;:m
ABO~f d:~11/,f:, -,~J " ····• ••..... I ] , ( ( f '!:/):/;':;:;8' 13_
A!-n.ru ,,.,,,.., "" °"'· L 1 rFS "'Z':V\.1°" ]' ¥ \l(_/'{Jkz;
~u"""IA' ~ • PER\Pi;w\..,_ ~ ~~ " ""
~ ,. • El ,., I
1
EXlENOEl) CURB
OEP TH.=2. 5.',
(OAS AIANl/FACTl/RING J'SOO OR £0///VALENT) I PROPRIETARY AND CONFIDENTIAL:
~ mE INF0l&MION CONTA!Nf{) IN !HIS IXX/JltlENT IS Tl-![ SOI.[ ~ Pf?OPfRr( OF FORTERRA AND ffS COUPAN/fS. THIS DOCl.!IIENT.
<:> NOR ANY PART THEREOF, AW BE USED, REPROlJUCED Off UOD/F/ED Bio 6 Clean GRATE INLET FILTER
FULL CAPTURE
STANDARD DETAIL
VARIABLE OEPTH 2"-N!NIIS~-
GRA/€L STORAGE LAYER
(SEE TABLE FOR GRA/€l OEPTHS.
6' PERFORA !FO PVC
1/NOERORAIN PIPE VARIES
NIN/Al/IN J" ACGRECA TE
BElO/f 1/NOERORA/N
BIOFIL !RA llON BASIN SECllON
TYPICAL S£C110N
NOT TO SCALE
B/ORLTRA110N HfTH 1/NOERORAIN INSTALLATTON NOTES.·
" ' ANG!£ OF INfl/JENCE
LINE fl?(JI,( TOP ~
~ . GRAl-fl LAYER~L LOAOS
~ SHALL BE t.· I
v~qv _, v7,-·--· -T~ GRA~~~-Ft-~'i
120·
-"--VEOIA HfTH VIN. 5---....,,_
IN,4/R RLTRA110N
RATE ,m n:,9 UNER CAN 8£
ANCI.£ OF /Nfl/JENCE PLACED 1/NOER
. . YNE f'R(JI,( TOP OF CURB ,__f GRA I-fl LA YER
• ALZ f,LOAOS SHALL
~~~~ W,#,'"t;=.~¾,\~,#,'~¥-\~W,'.#-¥,,!l.1--BE-(,frr;; c;:OR:GE
.-,_~~~ ,j AYER AASHTO Na 57 STONE 6" PVC PIPE PERFORAllON
LA YOIJT OET,4/L , BOTTOI.I-OF. BASIN .J -rnuPAC!FO -""'=ES=~ 'RNAL SIZING OF ZIN&· ' : , .1 MINIAfOAif 6" UIAAIETER 3: VIN GRA I.fl I I j· ·1 I 1· ...kB s£i' ~<'-~Cf S!Olc'-.
PER SG'L ENclNll_il'J j· liL ., , ,~-PeRFORATElJ 1/NOER ORAIN BElO/f f'!9'-a'\ D. D~&~ NOT TO SCALE RECOI.IAIENOA TTONS -• • I I·-, .. /AfPERl,f£i.lBl£"?.7Q& PERFORA !FO PIPE :::!!{fr" "~~~
OJ.IA 10
ONA-I
OAIA-2
OAIA-J
OAIA-4
OAIA-5
OAIA-6
OAIA-7
TOTAL
IAIPER/40/JS PER/40/JS
OVA AREA AREA AREA ONA ORA/NS TO TYPE OF BJ.IP
(SQFT) (SQFT) (SOFT)
5,093 4,/68 925 ORA/NS TO BNP-A 8/0RLTRATTON
6,64.5 4,844 1,801 ORA/NS TO BNP-8 8/0RLTRATTON
J4,J69 J0,507 J,862 ORA/NS TO BNP-C 8/0RLTRATTON
24,824 20,764 4,060 ORA/NS TO BNP-0 8/0RLTRATTON
8,702 6,6JJ 2,069 ORA/NS TO BNP-£ 8/0RLTRATTON
9,481 7,149 2,J.JI ORA/NS TO BNP-F 8/0RLTRATTON
.J.JJ .J.JJ 0 0£ AIINIAI/S N/,4
89,446 74,398 15,048
-IN ANr /JANNER WITH OIJT rHE 'M?JrTfN CONSENT or fVRTfRRA. A FGrtem Campan,
ONA stJAIAIARY TABLE
ETTECTT/€ NAX RISER TOP OF CLEANO/JT AIEOIA GRA/€L BOX RISER/
BNP AREA H /1JR(Jl,(00 Al BAIP AJ C 0 £ OIIERflOW LOHER OR/RC£ IAf PERI.IEABLE 1/NOERORAIN A2 (FEET) STR/JCTl/RE (SOFT) flO#RATE (CFS) (INCH) (INCH) (INCH) (/NCH) (INCH) SIZE (INCHES) 0/ANE!FR (INCH) LINER?
141 ao1Js 9.5 15 9.5 18 24 J.25 J6XJ6 as YES
498 ao1Js 9 19 9 18 24 4.25 24X24 as YES
!,JJ6 ao285 9 15 9 18 18 J.25 24X24 a7s YES
1,411 aoJoJ 9 15 9 18 24 J.25 24XJ6 a7s YES
508 ao11a 10 19 10 18 12 4.25 24X24 as YES
389 ao11a 17 19 17 18 12 4.25 24X24 as YES
N/,4 N/A N/A N/,4 N/A N/,4 N/A N/A N/,4 N/,4 N/,4
4,285
f. 8/0RLTRA110N LAYER SG'l VIX SHALL BE 65% SANO. 10% SANOY LOAN, ANO 20%
C041POST PLACEO IN 6" LIFTS ANO CONPACTEO HfTH WATER PRIOR TO THE NEXT
LIFT. INITTAL PERAIEABILITY SHALL 8£ 8" PER HO/JR (HfTH AN ASstJAIED
STABIL/ZEO PERAIEAB/l/TY OF 5" PER HO/JR}
1~::~ (JO VIL 1.1/N. PONO LINER) £RTC111€ AREA t1 fi! No. 45629 i ~
PIPE flOHf.lNE _B/OflL lHA 710N BASIN DETAIL ~
~
-31-~~~--/
*PR0/40£0 B/ORLTRATTON VOi.i/NE PER B.J BNP PERFORMANCE /fORKSHEET ROif 27 (vot.llAIE RETAINED BY BNP)+ ROif 42 (PR0/40£0 B/ORLTRA110N VOi.i/NE)
2. GEOTEXTTLE RLTER FABRIC TO BE INSTALLED ALONG THE BOTTON OF THE
8/0TREATJIENT BASIN & IN BEntrEN THE GRA/€L & TOPSG'L LAYER SHALL 8£ A
NIRAR HP570 OR £0/JIVALENT POROSITY.
J. /AfPERl,f£ABL£ AIEAIBRANE INSTALLED ALONG SIOES ANO BOTT(JI,( OF BIOTREA TJIENT
BASIN SHALL BE JO Nil VISOIIEEN PLAS11C (OR £0/J/VALENT) & PLACEO
Fl/LL-LENGTH FR(JI,( RN/SH stJRFACE TO BOTTON OF TRENCH S£C110N HfTH TAPE
#RAPPEO ARO/JNO 1/NOERORAIN PIPE 11 OL/Tl.ET CONNECTTON.
4. ALL GEOFABR/C INSTALLA 110NS, REZO l#Ef.0/NC OF SEAAIS OF THE IAfPERAIEABLE
1,(£1,fBRANES, ANO OBS£RVA110N OF SG'L t.UX PLACEMENT SHALL BE stJBJECT TO
SPEC/Al INSPECTTON BY THE ENC/NEER OF RECORO PRIOR TO ACCEPTANCE OF THE
FACIL/11£S.
5. ENC/NEER OF RECORO SHALL BE GIVEN 48 HO/IRS NOTTCE FOR THE INSPECTTONS
OF THE BIOTREATJIENT BASIN INSTALLA110N (OR OTHER PRE/40//Sl.Y ARRANGED
TTAIER?ANE}
, ....--,,,,TCH BASIN
PER PLAN
SCH 40 PVC VALE
AOAP!FR (AliTPxSoC)
SCH 40 pi,c THR£AOEI)
ENO CAP (FPT)
~--~------< t-'"-lr--ORfLL OR/RC£ HOLE AT 11 MIN. J'()d( flOHf./NE OF ENO CAP ~ ~-, 'SH-.:::-,, (SIZE PER BIO-BASIN
\..,,,, ,v stJAIAIARY TABLE}
Na 57STON£
OR/RC£ OET,4/L
NOT TO SCALE
EXCEL
ENGINEERING
Wli PWIIIING •f.11111Ef1111/G• $l{lf)1I/C
ao swtPLAl.t = tA 92029 m (760)1(5-81/8Fx{76oJ~,890
NOT TO SCALE
iM\_ ~/X ~ OF 0-'1_\\;,,,,,
"AS
PREPARED ,--·--YS/JPE~
BY -_,,2.:>2.'> OATE·
ROBERT 0. OENTTNO R.C.£ Na: 45629 £XPIRA170N.· l2-Jl-26 RCE EXP.
RRAI: EXCEZ ENC/NEER/NC REVIE\./ED BY•
AOORESS.· 440 STA IF PLACE
CITY, ST.: ESCON0/00, CALIFORNIA
TELEPHONE (760) 745-8!!8 INSPECTOR
I SH;ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
NORTH COAST MEDICAL PLAZA BUILT" (PHASE I AND II)
GR2022-0050 SINGLE SHEET BMP SITE PLAN SOP 15-23
APPROVED: JASON S. GELDERT
DATE
ENGINEERING MANAGER RCE 63912 EXPIRES 09 /30 /26 DA TE
DWN BY: ... ,v PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SOP 15-23 496-1B ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: DATE OTHER APPROVAL CITY APPROVAL
Docusign Envelope ID: CFFA7D75-7665-44FD-BFEE-019E54BAAFF1
10/22/2025