HomeMy WebLinkAboutDWG 490-5A; SDP 15-03; 165 CHINQUAPIN AVENUE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF TT-IE
CARLSBAD MUNICIPAL CODE.)
1. TT-1/S PLAN SUPERSEDES ALL OTT-/ER PLANS PREVIOUSLY APPROVED BY TT-IE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON TT-1/S SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TT-IE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTT-/ER ADDITIONAL DOCUMENTS LISTED HEREON AS TT-/EY MAY
PERTAIN TO TT-1/S PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE TT-/ESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE TT-IE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR TT-IE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPT!_ Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TT-IE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL. INSURED ON TT-IE
PERMITTEE'S POLICY IN TT-IE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY 'Ml/TING llif POI ICY MUST
HA VE A RA TING OF •A-• OR BETTER AND A SIZE CA TE GORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
TT-IE CITY AND OTT-/ER APPROPR/A TE AGENCIES.
7. APPROVAL OF TT-/ESE PLANS BY TT-IE CITY ENGINEER DOES NOT AUTT-IOR/ZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TT-IE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO TT-/ESE PLANS WITT-/OUT THE WRITTEN APPROVAL
OF TT-IE CITY ENGINEER, NOTED WITT-1/N TT-IE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF TT-IE PLANS AND TT-IE T/Tf_E SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY TT-IE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY TT-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TT-IE WORK BY TT-IE
CITY.
11. ACCESS FOR FIRE AND OTT-/ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TT-IE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITT-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TT-IE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO TT-IE CITY ENGINEERING
INSPECTOR WITT-1/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTI_/NED IN THE SOILS REPORT IS REQUIRED
PRIOR TO TT-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TT-IE
STA TE OF CALIFORNIA PR/NC/PALLY 00/NG BUSINESS IN TT-IE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUWRE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITT-/ THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND TT-IE
" EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TT-IE
PROJECT INSPECTOR.
14. A f'RECONSIBllCTION MEETING SHA/ t Bf HF1 D AT THF SITF PRIOR TO llif
BJ:GINNING Of WORK AND SHAii Bf ATIFNDFD BY All RfPRESfNTATIYFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTT-/ER
ASPFCTS Of THE WORK TT-IE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/VE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY TT-IE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR TT-IE
PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY TT-IE PROJECT INSPECTOR
AT TT-IE MEETING.
15. All /NSPFCTIDN RFOllfSTS OTHER THAN FOR PRFCONSTRLICTION MffTING WIii BF
MAD£ BY CAIi/NG THE ENGINEERING 24 HOI/R INSPFCTION RFOl/fST !IN£ AT
(760) 438-3891. INSPECTION REQUfST MUST BF RECFIVE"D PRIOR TO 2: 00 P.M. ON TT-IE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
TT-IE NEXT WORK DAY UNLESS YOU REQUEST OTT-/ERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL h':JRK DAYS LATER.
16. THE OWNER AND/OR APPLICANT TT-/ROUGH TT-IE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTT-1 STANDARDS, LAWS AND REGULA110NS.
17. TT-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMITTING
A DETAIL PLAN TO TI-IE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
TT-IE DESIGN OF SHORING, BRACING SLOPING OR OTT-/ER PROVISIONS TO BE MADE
OF WORKER PROTEC110N FROM THE HAZARD OF CA \/ING GROUND DURING TT-IE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 110N
TT-/EREIN. TH/5 PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTT-1 AND APPROVED BY TT-IE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. If THE Pl AN VARIES FROM THE SHORING SYSTFM
STANDARDS ESTABLISHED BY THE CONSTRUC110N SAFETY ORDERS. 11TLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTFRFD fNG/NffR AT IHE CONTRACTORS EXPENSE, A COPY OF TT-IE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UN11L A VALID BLASnNG PERMIT HAS BEEN
OBTAINED FROM TT-IE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF TT-IE SCHEDULING OF BLASnNG OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN AN.,-WORK AREA
DURING CONSTRUC110N. OPERA 110NS WILL CEASE IMMEDIATELY. AND TT-IE
PERM/TT££ WILL N011FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTT-/ORITY FROM TT-IE CITY
ENGINEER TO DO SO.
20. ALL OPERA 110NS CONDUCTED ON TT-IE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARWRE OR OPERA noN OF TRUCKS,
EARTT-IM0\1/NG EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY TT-/RU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA 110NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY TT-IE CITY ENGINEER. THF CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TT-IE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N.
2J. BRUSH SHALL BE REMOVED ONLY WITT-1/N THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON TT-IE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN TT-IE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. TT-/ESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY TT-IE CITY ENGINEER OR AS DIRECTED BY TT-IE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. TT-IE SITE SHALL 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTT-/ER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY TT-IE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITT-1/N TEN (10) DAYS OF TT-IE 11ME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON TT-IE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 4040-5L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
PREPARED: 11/17/1~ REVISED:01/18/16 REVISED: 02/10/16
29. THE OWNER/APPLICANT SHALL INSURE TT-IA T ALL CONTRACTORS SHALL COORDINATE
TT-IE WORK OF THESE GRADING PLANS WITT-/ TT-IA T SHOWN ON BOTT-/ TT-IE LANDSCAPE
AND /RR/GA 110N PLANS AND TT-IE IMPROVEMENT PLANS AS REQUIRED FOR TT-1/S
WORK IN ACCORDANCE WITT-/ TT-IE LANDSCAPE MANUAL 11ME REQUIREMENTS.
JO. W/-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITT-1/N TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITT-/ PROPERLY COMPACTED SOILS. IN OTT-/ER
AREAS TT-IE PIPE WILL BE PLUGGED WITT-/ CONCRETE OR REMOVED AS APPROVED BY
TT-IE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY TT-IE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITT-1/N TT-IE PROJECT SITE SUFFICIENT!_ Y
AHEAD OF GRADING TO PERMIT TT-IE REVISION OF THE GRADING PLANS IF IT IS
FOUND TT-IA T THE ACTUAL LOCATIONS ARE IN CONFLICT WITT-I THE PROPOSED
WORK.
32. TT-IE CONTRACTOR SHALL N011FY AFFECTED U11LITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR TT-1£/R
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
33. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(800)411-7343
(800)892-0123
(760)438-7741
(619)262-1122
(760 )434-2980
(760)438-2722
A. •OR CONTROLLED GRADING -TT-IE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AN~{PR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL TT-IE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TT-IE FOLLOWING
REPORTS MUST BE SUBMITTED TO TT-IE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA11NG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITT-/ CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NG DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(J) REPORT FROM TT-IE SOILS ENGINEER, WI-I/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
TT-IE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TT-IE SOILS ENGINEER TT-/AT THE
GRADING WAS DONE IN ACCORDANCE WITT-/ TT-IE REQUIREMENTS AND
RECOMMENDATIONS OUTf_/NED IN TT-IE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS TT-/ERETO.
(4) REPORT WITT-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR TT-1/S PROJECT IS ISSUED WITT-1/N ONE (1)
YEAR AFTER TT-IE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. IN ACCORDANCE WITT-/ TT-IE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO TT-IE
SA TISFAC110N OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE TT-IA T I AM TT-IE ENGINEER OF WORK FOR THIS PROJECT, TT-IA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECnON 6703 OF TT-IE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITT-/ CURRENT STANDARDS.
I UNDERSTAND TT-IA T TT-IE CHECK OF PROJECT ORA WINGS AND SPECIF/CA 110NS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONS/5/LITIES FOR PROJECT DESIGN.
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 535 N. HIGWA Y 101 SUITE A
CITY, STA TE: SOLANA BEACH CA
TELEPHONE: (858) 259-8212
BY: /'/ ~ DA TE: 1 z.(), I 1:, # TYLER LAWSON
R.C.E. N0.:~80~3~5_6 ______ ----, _____ _
REGISTRATION EXP/RATION DA TE: 12/31/16 -~-------
SOILS ENGINEER'S CERTIFICATE
I, JAIMF A. CERROS , A REGISTERED (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS. HEREBY CERTIFY TT-IA T A SAMPLING AND
SWDY OF THE SOIL CONDITIONS PREVALENT WITHIN TT-1/S SITE WAS MADE BY ME OR
UNDER MY DIREC170N BETWEEN 1HE DATES OF 10/2, 2014 AND 10/15, 2014.
TWO COPIES OF TT-IE SOIL REPORT COMPILED FROM TT-1/S SWDY, WITT-/ MY
MY RECOMMENDA 1101'/S, HAS BEEN SUBMITTED TO TT-IE OFFICE OF THE CITY ENGINEER.
,4~:'>: :, ' ' ,/',.()~( ;,:F,-:';!1!1t h '. '
I,,\;.· C.·p.cr.D'"''•< •. ~~·>. y•.i; il.~" . c,,,f'.-,'i), .,,
,,--., ../ )
SIGNED: (~ . -... ,,
G.E./P.E. NO.: 2007/ 34422
"J!. ; t"' , ' , I ', DA TE: if,// 8 / / i:;
?ft'({ ' •'.·, \\. °" •._-,) '.l ,._•_ ·. , . . _,_ ..
"-=· t."·,r•. ,.,_.. /' ,_,
\ o J:i :•9/ /_17;.-._.· ,! LICENSE EXPIRATION DATE: _,,_,9/w-3""0,-.l1c.c7 ___ _ ';-J;:.':~>-.,i-{·,1·1·.--··/;·,,· j/ <, :,:,;.;-.; . ..-,;,,::_~,-,G-' :/'
'-1';., t ,,.; ;i~,'./,, ,., /
·\;-•. 'L.~ ;,,,,-'I:.\, ,;.J<. ~-:. ,_-,,
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND
ADVISE ON THE COMPAC110N AND STABILITY OF THIS SITE. IF THIS
PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO
AGREE A QUALIFIED SWPPP PRACTITIONER QSP HAS BEEN OR WILL BE RETAINED
TO SUPERVISE IMPLENTA TION OF THE SWPPP IN ACCORDANCE WITH THE
CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION.
fJ.--.· D 1.(-1,:; -lb
KEVIN DUNN DA TE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY METT-/ODS
FROM INFORMA110N GATHERED ON OCTOBER 15, 2014 BY PASCO LARET SUITER &
ASSOC/A TES TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY
STANDARDS.
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PROJECT
LOCATION
AGUA
HEDIONDA
EROSION CONTROL NOTES
..
VICINITY MAP
1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT KEVIN DUNN AT (949) 637-3254
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
flMES DURING TT-IE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J. FOR PROJECTS COVERED BY STA TE SWPPP /WDID. IN ACCORDANCE WITT-/ TT-IE CONSTRUCTION
ORDER ISSUED BY TT-IE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. TT-IE
QUALIFIED SWPPP PRACTl110NER (QSP) SHALL UPDATE AND MAINTAIN TT-IE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF TT-IE PROJECT.
THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT TT-IE PROJECT SITE AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND TT-IE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
AN11CIPA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO TT-IE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM TT-IE QUALIFIED SWPPP DEVELOPER AND TT-IE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. TT-IE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TT-IE SA TISFAC110N OF TT-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. TT-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TT-IE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. TT-IE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER TT-IE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TT-IE PROJECT PERIMETER MUST DRAIN AWAY FROM TT-IE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTEC11VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTT-/ER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINA110N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITT-/ SEC110N 35.023 OF TT-IE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 110N.
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLAN11NG AND /RR/GA 110N SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SEC110N 212 OF TT-IE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES TT-/AT ARE GRADED 6: 1 (HORIZONTAL TO VER11CAL) OR STEEPER W/-IEN
THEY ARE:
a. TT-IRE£ FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER TT-IAN 6: 1 WHEN ANY OF TT-IE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL
LANDSCAPING) WITT-1/N 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TT-IE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TT-IE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES TT-IA T ARE GRADED 6: 1 OR STEEPER AND TT-IA T ARE:
a. TT-IRE£ TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SY.STEM OF LOW PRECIPITA 110N SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER TT-/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITA 110N SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS TT-/AN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. TT-IE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA 110N TO TT-IE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF TT-IE
TT-IE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN TT-IE MOISWRE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR TT-/£ GROWTT-1 OF TT-IE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TT-IE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS TT-/AN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA ,
g. ITEMS c,d,e. AND f OF TT-1/S SUBSECTION MAY BE OMITTED ON
LOCA 110NS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITT-IER A PUBLIC STREET OR RESIDENTIAL STRUCWRES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO TT-IE JOBS/TE IN
UNOPENED CONTAINERS WITT-/ TT-IE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICUL TUR£ CERnFICA 110N TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
]. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT TT-IE DISCRE110N OF THE CONTRACTOR.
PROJECT LOCATION
THIS PROJECT IS LOCA TE'D WITHIN ASSESSORS PARCEL NUM8£R(S) 206-070-02-00
TT-IE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 358 E 1665
2. TYPE 1 MULCH APPLIED AT TT-IE RA TE OF NO LESS TT-IAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBS11WTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO TT-IE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS TT-/AN 50% OF
TT-IE STRAW INTO THE SOIL.
J. FER11LIZER CONSIS11NG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITT-/ 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA110N OF:
a. TRACK WALKING SLOPES STEEPER TT-/AN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER TT-IA T ARE SUFFICIENT!_ Y
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING TT-IE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUS11NG THE SURFACE SOIL MOISWRE TO PROVIDE A DAMP
BUT NOT SA WRA TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTT-1.
£. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTT-1 UN11L TT-IE
TT-IE PROJECT IS PERMANENT!_ Y LANDSCAPED OR, FOR AREAS W/-IERE HYDROSEEDING IS THE
TT-IE PERMANENT LANDSCAPING, UN11L TT-IE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF TT-IE CONSTRUC110N OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILl11ES, EROSION CONTROL FAC/Ll11ES, AND
PLAN11NG OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS.
AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON TT-1/S SET
OF PLANS AND TT-IE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON TT-/ESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITT-/ TT-IE FOLLOWING
DOCUMENTS, CURRENT AT TT-IE 11ME OF CONSTRUC110N, AS DIRECTED BY TT-IE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. TT-1/S SET OF PLANS
4. CITY OF CARLSBAD RESOLU110N NO. 7120
5. TT-IE STANDARD SPECIF/CA 110NS FOR PUBLIC WORKS CONSTRUCTION ( GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY.· GEOTECHNICAL EXPLORA 110N, INC.
DATED 10/28/14
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED: N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA 1ED: N/A
LEGEND
DESCRIPTION
PROPERTY BOUNDARY
EXIS'TTNG RIGHT-OF-WAY /
ADJACENT LOT LINE
CENTERLINE OF ROAD
BU/WING FOOTPRINT
PROPOSED 5E1BACK5
EXISnNG RETAINING WALL
DWG.NO.
RETAINING WALL SDRSD C-2
GRA \I/TY WALL SORSD C-9
EXISTING SEWER MAIN (SIZE PER PLAN)
EXIS11NG WATER MAIN (SIZE PER PLAN)
EXIS11NG OVERHEAD UTILITIES
EXIS11NG SEWER MANHOLE
EXl511NG POWER POLE
EXIS11NG FENCE
INSTALL 4" SEWER LATERAL
INSTALL 1" WATER SERVICE
AND METER
6" PVC SQUASH PIPE
(UNLESS OTHERWISE NOTED)
12" X 12" BROOKS BOX AREA DRAIN
(UNLESS OTHERWISE NOTED)
FLOWLINE/ DRAINAGE DIRECTION
PCC DR/VEWA Y
6" PCC CURB & GUTTER
EXIS11NG CONTOUR
PROPOSED CONTOUR
SAWCUT LINE
SDRSD SS-01
CMWD W-3, W-JA
$ORSO G-14A
SDRSD G-2
SYMBOL
--------
----
-== -
/\/\RI\./\XXXXX/\XXi"\7'.'2QQ'i
-i--····(OH----[:}-----·
(-?\
\,_~_)
--s --@
--w --lli!il
[\
QTY.
15 SF
145 SF
J EA.
3 EA.
200 LF
12 EA.
J15 SF
100 LF
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 11ER 2 PREPARED BY PASCO LARET GRIND & OVERLAY
122 LF
105 SF
SUITER & ASSOC/A TES DA TED OCTOBER 23, 2015 WDID NO. NIA
11. CALIFORNIA STORM WATER QUALITY ASSOCIA110N BMP CONSTRUC110N HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGAL DESCRIPTION
THE SOUTT-/WESTERL Y 100.00 FEET OF THE NORTT-IWESTERL Y 100.00 FEET OF TT-IE
NORTT-/EASTERLY 200.00 FEET OF BLOCK "W" OF PALISADES NO. 2, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
AUGUST 25, 1924.
BENCH MARK
DESCRIPnON: Cl SB 141. A 2.5' DISK
LOCATION: IN 7HF: SOUTHEAST CORNER OF A VAULT ADJACENT TO 1HE
NORTHEAST CORNER OF THE NOR1HBOUND COAST HIGHWAY 101
BRIDGE OVER AGUA HEDIONDA LAGOON 0.1 Ml SOUTH OF TAMARACK
A VENUE. 38 FT EAST OF 1HE EDGE OF PAVEMENT BY A SINGLE
PARKING SPACE FOR 1HE FACIL/1Y. AS SHOWN ON ROS 17271
ELEVATION: 26.52 DATUM:
REFERENCED DRAWINGS:
MAP 1803
PARCEL MAP 10626
MAP 11316
MAP 14376
PARCEL MAP 20435
CORNER RECORD 19425
EARTHWORK QUANTITIES
CUT: 1D0 CY
FILL: 85 CY
EXPORT:_~1=5 ___ CY
NYGQ-29
SHEET INDEX
SHEET NO.
1
2
3
TITLE
TITLE SHEET
GRADING PLAN
SECTIONS
POST-CONSTRUCTION BMP TABLE
4" AC OVER 6" BASE
PER\1/0US PA VER$
PCC SIDEWALK SDRSD G-7
FENCE PER ARCH/TECWRAL PLANS
6"x16" PCC CURB
J" SIDEWALK UNDER DRAIN PIPE
TRENCH DRAIN
CORNER SIGHT DISTANCE CORRIDOR
\
320 LF
SORSD D-27 5 EA
:C. S::S:~::S:::S. 1:3:~D
I ' ;_ __________ , ___ I
PASCO LAREY SUITER
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA 110N? & ASSOCIATES
CIVIL £NGIHEERINQ + LANO PLANNINQ + LANO SURVEYING
535 North Highway 101, Ste A, Solana Be11-cli, CA 92075
ph 858.259.8212 I :fa:. 858,259,4.812 I plaaengineerlng.com ~ STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
TYPE DESCRIPTION OllNERS!IlP
EC-9 VEGETATED SWALE PRIVATE
SD-2O PERVIOUS PAVERS PRIVATE
El YES (SEE SWMP FOR DOCUMENTA110N)
NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
BMP AGREEMENT SHEET 2 PER BMP AGREEMENT
BMP AGREEMENT SHEET 2 PER BMP AGREEMENT
"AS BUILT"
¥ ~ s--"'e-ce
RCE f)O~S-6 EXP. fl-J/-/0 DATE
r/z:e-fl8
INSPECTOR DATE
1---+--+------------+--+--+----t----t I SH1EET I CITY OF CARLSBAD I SH3EETS I
~~~~;:;;E~N::;G~IN~E::E::R:::IN:::G::::::D::EP=A:::R:::T:::M:::E:::NT:==:::::'...':::===;
1---1---+------------------ii---t---r--,--, GRADING PLANS FOR:
165 CHINQUAPIN A VENUE
l---l--+----------------t--+---lt---t-----------1 PUD 15-04/SDP 15-03/MS 15-02
/1\ AS-6VILT
DATE INiTIAL DA TE INlTIAL DA TE INlTIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
APPROVED:// j' fl//: U JASON S. G£LDERT
., S,JO'/{,
CITY ENGINEl'R RCE 63912 EXPIRES 9/30/16 DATE
OWN BY:-=m CHKD BY: .s·,-;;c;..7•""~
RVWD BY:
PROJECT NO.
SDP 15-03
DRAWING NO.
490-5A
' ' I 0 I ]J I ~ !
I 2
(j)
j 2
j C
' ~ '
' al
-m
1'i ]J
1 ,
' ; 0 ]J
(] § ~ r 2
(j) ,; 2
C
$
',: al
'i' m 7 ll ID
'
i en ,..
~ 0 □ D
' u ll :~ :n rn O § {J 0 ;gc
~8 ~ rn en ,, 2 • (j) ! z ;, '1' 2 ' ~ / I C ,o $': ' 0 ; _m
i "'. al r Z m z ll "' en 0 -· )>
----' -. ----
,(;.~1~\t'. V1:J \ 1' ·1, -,! ·-
l
I
I
I
I <n )> ~ 8
u 1> D 0
EXISTING 1 • HIGH
PRESSURE 00 MNN
TO REMNN
EXISTING J/4" STEEL
00 SERVICE TO
BE KILLEO AT MAIN
AFN 206-013-/9
EXISTING CURB, GUTTER -•. ,
& SIDEWALK TO REMAIN
AFN 206-013-11
AFN 206-013-12
EXISTING 6" SEWER
FORCE MNN PER
DWG 124-6A TO REMAIN
CONSTRUCTION NOTES:
(D INSTALL 12· x 12" AREA DRAIN
~-;,-::-~ .; fJ6'~GN fiR.'.!.'! .□m ~!fJi. ()l<-(;,'f'I' (__ ~RO':~ 'A 80/>IFF/AOWR --~ _ ill
@ CONS7RUCT MASONRY RETAINING WALL PER SDRSD C-2
(D CONS7RUCT GRAVITY RETAINING WALL PER SDRSD C-9, TYPE A
@ CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-9, TYPE C
®
0
®
®
@
INSTALL 4• SEM::R LATERAL PER SDRSD ss-01
INSTALL 1" WATER SERVICE PER CMWD W-J, W-JA
INSTALL J" SIDEWALK UNDER DRAIN PIPE PER SDRSD 0-27
INSTALL 6" X 16" PCC CURB
NARROW TRENCH BACKFILL & AC RESURFACING PER CITY OF CARLSBAD
STANDARD GS-24
@ CORNER SIGHT DISTANCE CORRIDOR
@ INSTALL Jx J" SIDEWALK UNDER DRAIN PIPE PER SDRSD 0-27
PREPARED: 11/17/15 RE\'ISED:01/18/16 IIDASEO: 02/10/16
EXISTING SEWER
CLfANOUT TO REMAIN
GRADING PLAN
SCALE: 1 "= 10'
STEMWALL
TW=61.1
C
:J
=60.5 5 BW=58.9
9 C=58.7
=58.2
FS=58.2
TW=66.1
BW=61.9
PALM fflEE LOCATION ..
PER LANDSCAPE-PLAN·(IYP.)
----, fr\ --·
(TW=60.5'@
8W=58.8
'-------voe. -
. ._. ----
INSTALL 6• PVC DRAIN
PIPE O 1.0% MIN (TYP.)
TW=58.0 4 BW=58.0
TC=57.9 9 FL=57.6
TG=57.5 1 .
IE=56.2"" . "
TW=57.5 r,i\
BW=56.8~
TG=57. 1 . IE=56.1
rr;,;57,5 g · · ---57 /
FL=57.2
INSTALL 6" PVC DRAIN
PIPE O 1.0% MIN (IYP.)
EASEMENT /DEDICATION NOTES:
[I] 5' PEDESTRIAN ACCESS EASEMENT TO CITY OF CARLSBAD
PER PARCEL MAP 2.13"16
3'
ROW
50'
8' 34' 8'
~ 17' 12' 5' 5.5' 4,f f--!
5' PEDESffilAN
ACCESS
EASEMENT
VARIES VARIES VARIES 2% I ,_
·~=1~rr.'F:-:~~c f!=tr<;;_;·:x:·:~-;;,~J~~\::'.:~;?r'i"~-;J ,::;'.f:i:'(;;~;;;;:;.:~:~'-~-~~~-i-, ..... ~, ~· _· . i -----I 7 --1 . !=;--= I I I
l=::-1 · 1=-=111=::.:111=·-1 i 1==-.. 1 __ 1:: ... _.1_1 __ ·1 ~:::1 i_._ ·:: .. :_ '::_ .. u I--:_._' 1-=-=111 ·--.-· . 1-----11 -I 1---1, ..... 111----, I .. --1 t:l;:---1, ,-·
EXISTING CURB ·7• I-i ! 1"=:J I! ::I! 1==:_ 1_1;=::_1 I! __ =_:::_._! I !::·7=I I l=:~111::::,-l(-·•...__INSTALL SIDEWALK
GUTTER & SIDEWALK --, 1· .. ::.:.:111:.:::·' fl ·: I i:::::i 1·-' · ~ PER SDRSD G-7
TO REMAIN 1 .-1• ,_,_J_,·,--1 · · '-INSTALL s• PCC
EXISTING 1.5" CURB & GUTTER
HP GAS MAIN EXISTING PER SDRSD G-2
EXISTING 6" PAVEMENT -4" AC PAVEMENT
SEWER FORCE MAIN TO REMAIN EXISTING 8" PVC OVER s• CLASS II AB
PER DWG 124-6A WA JER MAIN
EXISTING 8" VCP PER DWG 291-7
SEWER MAIN PER
DWG 124-6
TYPICAL SECTION -CHINQUAPIN AVENUE
N. T.S.
-SAWCUT LINE
UT/UT/ES ARE KNOIIN TO EX!ST IN 1HE AREA INFORMA 710N
SHOIIN HER£0N IS PfR BEST AVAILABLE: RECORD INFORMA 710N.
EXACT HORIZONTAL AND VER71CAL LOCA 710N OF £X/S71NG
U71LJ71£S UNKNOIIN. CON1TIACTOR TO FIELD VERIFY LOCA 710N
OF £X/S71NG U71LJ71£S PRIOR TO ORDERING MATERIALS ANO
CONS1TIUC710N, CON1TIACTOR SHALL N071FY £NG/NEER OF lll?RK
OF ANY DISCR£PANC/£S BE1llf£N ACll/AL LOCA710N AND PLAN
LOCA710N OF U71U71ES UPON DISCOVERY OF DISCREPANCY.
ENGINEER OF WORK
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 535 N. HIGWAY 101 SUITE A
CITY, STA TE: SOLANA BEACH CA
TELEPHONE: (858) 259-8212
BY:r-'j _ 2 "'r (mER LAWSON)
R.C.E. N0.:_,:,80"'J""5"'-6 ____________ _
REGISTRATION EXP/RATION DA TE:_1c,:2,L../:::;J1CL/.:.:16::.._ ____ _
POST-CONSTRUCTION BMP TABLE
G lAI!§ o,,_ --z :';l No. 80356 ~
ex: Exp. 12/31 /16 "'
CIVI
C
STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION?
~ STANDARD STORMWATER REQUIREMENTS B YES (SEE SWMP FOR DOCUMENTATION)
PRIORITY PROJECT REQUIREMENTS NO
IIAINTENANCE SHEET NO. MAJNTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT FREQUENCY
EC-9 VEGETATED SWALE PRIVATE BMP AGREEMENT SHEET 2 PER BllP AGREEMENT
SD-20 PERVIOUS PA VERS PRIVATE BMP AGREEMENT SHEET 2 PER BllP AGREEMENT
1J ---0
GRAPHIC SCALE
10 20
. PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERINQ + LAND PLANNING + LAND 6URVEY1N8
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.82l2 I &. 858,259.481.2 I plaaengineering.com
"AS BUil T"
EXP /2,-JI·/ e, DATE
5/t?J/(8
INSPECTOR DAlE
30
1---l--+------------t--t---t----t-----i I SH2EET I CITY OF CARLSBAD I SHEETS I
::;=;;:::;:;;;;,.:;;;::;:;;:E;::N:;G;;IN~E::ER:::IN::::G::::::::D::::EP:::::A:::R:::::T::::M::::EN::::T==~==3~
GRADING PLANS FOR:
AS-9\JILT
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION O'THER APPROVAL CITY APPROVAL
165 CHINQUAPIN A VENUE
DWN BY:
CHKD BY: ,Sc.. .
RVWD BY:
PROJECT NO.
SDP 15-03
DRAWING NO.
490-5A
I
[
□ :D ~
2
Ci)
2
C s:
ttJ m
:D
□ :D ~
2
G)
2
C s: ttJ m :D
□ :D i
2 G)
2
C s:
CIJ m :0
INSTALL 18' PCC DRIVEWAY
PER SDRSD G-14A
e
I
INSTALL POROUS PAVER
DRIVEWAY BY ORCO AQUA-
BRIC OR CITY APPROVED EQUAL
NOT TO BE LEFT TO CONTRACTOR
INSTALL 6" SQUASH
PVC DRAIN PIPE
IE=56 • .3
e
/
/ I
/ I
/ 14.2' r l / • TW-60.1
, PATIO / BW=58.8 ~ ~ / / DASHED LINE
/ / REPRESENTS p~-::;;; J% --1 ! 1=--EXISTING GRADE
n ,.......-•• ~ •---1•
:_:1 I 1-=--=--=-1 1 ,a; -:-:1,1--1 11. ---, " ---=--' 1---111--"I I 1--'' 1~-1 A¥= 'I ~----f ,_ -I ' 1----I . -, I -1--!-----·
I i:_~:_I I i--=-:=-I I i-_:_I Ii----. CONSTRUCT MASONRY
INSTALL POROUS PAVERS RETAINING WALL
BY ORCO AQUA-BLOCK PER SDRSD C-2
OR CITY APPROVED EQUAL
NOT TO BE LEFT TO CONTRACTOR
SECTION C
TW=60.5
(BW=58.8)
CONSTRUCT 6" X 16"-
PCC ZERO HEIGHT CURB
\ 4.0'
CONSTRUCT GRAVITY
RETAINING WALL PER
$ORSO C-9, TYPE C
SECTION D
Fe.
6.0' I
I
TW-·"" 11
(BW=60.6)
SECTION A N.T.S. N. T.S.
IE
L CONSTRUCT
VEGETATED
SWALE
DASHED LINE
REPRESENTS
EXISTING GRADE
/
TW = TOP OF WALL
AT FINISHED SURFACE
' I, I -
FINISHED GRADE\ ' I Ji I:~=-: • : :
\tr -:_-l_j __
[
EXISTING
GRADE
BW = BOTTO: OF-/~-!,_-~, i --~ -, --;--
WALL AT FINISHED --' -'
GRADE EG = EXISTING GRADE
AT BOTTOM OF WALL
CONSTRUCTj
VEGETATED
SWALE
TYPICAL SECTION-MASONRY RETAINING WALL (SDRSD C-2)
N. T.S.
TW = TOP OF WALL
AT FINISHED SURFACE
_: l ]-: GRADE
--,~. ~--,.c>I_, 4 . ~-:::1 u:-~ --~
:~ N~zi ~~~~;_'"'""' =
AT BOTTOM OF WALL
TYPICAL SECTION-GRAVITY RETAINING WALL (SDRSD C-9)
N. T.S.
PREPARED: 11/17/15 REVISED:0t/18/16 REVISED: 02/10/16
N. T.S.
SECTION B
N.T.S.
✓ !;.0' PEDESTRIAN
6" PCC CURB &,\.,--~ if ~ AGCESS EASEMENT
CONSTRUCT
VEGETATED
SWALE
GUTTE:R SDRSD G-2 \ I :
_J_ 1~6• PCC ZE:RO HE:IGHT
t--.. \ I CURB PE:R PLAN
t<')
TC-FL+.5'
S:~ '
/ ,-s1di:wALK TRANSITION ro I / CONTIGUOUS CURB &
GUinER SIDEWALK O 2: 1
LI-1-5.-0'../I I
CONSTRUCT
VEGETATED
SWALE
[VARIES
VARIES
V~/V, r/ '/~·.·f/ .. rAe MIN 6" BASE COURSE LAYER-+ .. ·.·.·
1/2" TO 1 • AGGREGATE: 7 ~ ,
COMPACT£D TO 95% R£LATIV£ oc -,, 1, J\
COMPACTION P£R SOIL ENG/N£ER'S 11, "
R£COMM£NDATION
PERMEABLE PAV£RS ORGO
AQUA-BRIG OR APPROV£D £QUAL
NOT TO 8£ L£FT TO CONTRACTOR
12" SUB BAS£ COURSE: LAYER
1/2" TO J" ANGULAR ROCK
COMPACT£D TO 95% P£R SOIL
£NGINE£R'S RECOMMENDATION
NOT£:
FILL OP£N/NGS IN PAVER UNITS
WITH¼" TO ¾" AGGREGATE:
~ 1 • TO 2 • B£DDING COURSE: SAND
LAY£R 1/4" TO .3/8" AGGR£GAT£
PER SOIL £NGIN££R'S R£COMMENDATION
PAV£R INSTALLATION SHALL 8£ P£R MANUFACTUR£R'$ R£COMM£NDATIONS. PAV£R
S£GT/ON IS SHOWN FOR R£F£RENG£ ONLY. PAV£R SECTION IS REQUIR£D TO
MAINTAIN IMPOSED LOADS OF NOT L£SS THAN 75,000 LBS
TYPICAL DRIVEWAY APRON G-14A TYPICAL SECTION-POROUS PAVERS
N.T.S.
0.5' 1 1----r ;C = TOP
---i / OF CURB
-------~ ------'(DA~~ED LINES
6" X 16"
PCC CURB
REPRESENTS
ADJACENT GRADE
TYPICAL SECTION-6" x 16" PCC CURB
N.T.S.
N.T.S.
EXISTING
BUILDING
p::. \i----5_.o_• ---•-I
TYPICAL SECTION-SA WCUT
VARIES PER PLAN-\
5' -6' TYP. \
. .
N. T.S.
Ir.
: [ 8 " MIN : VARIES
R",Bil'f..AN ~ __.,.,, 7 2% MIN-20% MAX
PAD-PBt Ff.AN ...:o.· ~ /
I. ~
. I; a i j~~:c, I • ---
-! ,,_,.:~:=:1: !
-----1 I i
(j)FOOTING PER PLAN -· .
TYPICAL GRADING ADJACENT TO STRUCTURE
N.T.S.
ENGINEER OF WORK
FIRM: PASCO LARET SU/T£R & ASSOC/A T£S
ADDRESS: 5.35 N. HIGWA Y 101 SUIT£ A
CITY, STAT£: SOLANA BEACH. CA
T£L£PHONE: (858) 259-8212
BY: ~ k--DAT£: "f·V"f'
l}(TYLER LAWSON)
R.C.E. N0.:_8,:,0,,,.3-"'56'--------------
REGISTRA TION £XPIRA TION DA TE:_1c=2..._/.3'-'1,._/1c.c6 ____ _
PASCO LAREY SUITER
& ASSOCIATES
CONSTRUCTION NOTES:
CIVIL ENGINEERING+ LAND PLANNING+ LAND SURVEYING
535 North Highway 101, St,e A, Sola.na Beach, CA 92075
ph 858,259.8212 I fx 858.259.4812 I pluengtneertng.com
(D FOOTING TYPE AND EMBEDM£NT D£PTH SHOWN H£REON FOR REF£RENCE ONLY.
CONTRACTOR SHALL R£F£R TO $£PARAT£ STRUCTURAL FOUNDATION PLANS FOR
CONSTRUCTION.
@ BUILDING FOUNDATION !:;£CT/ON SHOWN H£REON FOR REF£RENCE ONLY.
CONTRACTOR SHALL R£F£R TO SEPARA T£ STRUCWRAL FOUNDATION PLANS FOR
CONSTRUCTION.
"AS BUil T"
DATE
R.EVIEWE~ @· J/11/J.a_
INSPECTOR DATE
I SH3EET I CITY OF CARLSBAD I SHEETS I l----+--+-----------------+---+----l---1----1 ENGINEERING DEPARTMENT 3
l----+--+------------------1----!----l---1----1
l----+--+----------------+---1----1---+---I GRADING PLANS FOR:
165 CHINQUAPIN AVENUE
l----+--+----------------+---1----1---+---I PUD 15-04/SDP 15-03/MS 15-02
APPROVED: / / j/_ .11 W JASON $, GELDERT
t' ~ ~ 5·/Q,J,b
l----+--+-,~---------------1----+----l---1----1 CITY ENGINEE" / RCE 63912 EXPIRES 9/30116 DATE
A\ AS-l!Vll,T
DA TE INl7IAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INl7IAL DATE INl7IAL
OTHER APPROVAL CITY APPROVAL
DWN BY: ~ PROJECT NO. DRAWING NO. 2~~ ~} ~c~ ~S_D_P_1_5_-_0_3_,,_4_9_0_'-_5__,A
j
I
I
I
I
I \(:
" 8
'
'
Cl :0
§
z,
G)
2
C s
OJ m ::c
0 :0
§
2 G)
2
C ~
OJ m ::c
□ :a ~
2
(j)
2
C s
OJ m
:0