HomeMy WebLinkAboutDWG 501-8A; CDP 15-45; ABDI RESIDENCE; 01-12GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVJOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
· SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE 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 THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. Tr/£ INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTEO WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION,
11. WHERE TRENCHES ARE WITHIN 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 THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEER/NC
INSPECTOR WI THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS " A TT ACHED TO THE PRELIMINARY SOILS
INVEST/GA TJON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
13. A PRECONSTRUCTION MEETING SHALL BE HD D AT THE SIT[ PRIOR TO TH[
BEGINNING OF WORK AND $HAI I Bf ATTFNDW BY Al I RFPRF,FNTATIVFS
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPFRVISION, TESTING AND ALL OTHER
ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. Tr/£ GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
14. Al I INSPECTION REO/JFSTS OTHER THAN FOR PRFCONSTRIJCTION MFFTING W/1I Bf
MAQf BY CAIi/NG TH[ FNGIN[FRING 24 HOUR IN5PfCTION RfQl/fST /INF AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEFDFD. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER.
15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST ALLA TJON
THEREIN, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINJSTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT Tr/£ CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
19. ALL OPERA TJONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
20. 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.
21. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
22. BRUSH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
25. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
26. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYOROS££0£D
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
27. 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. 501-8L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TJON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
29. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT JS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E (800)411-7343
AT&T (619)237-2787
SPECTRUM CABLE (800)227-2600
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
'SAN 0/EGUITO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
"OLIVENHAIN WATER DISTRICT (760)753-6466
'BUENA SAN/TA TION DISTRICT (760)726-1340 x1JJO
*AS APPROPRIATE
32. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL . THE WORK IN PROGRESS {15.16.120 A.Bf
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING
REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD
MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) R/cPORT tROM THE SOILS ENGINEER, · WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. Tr/£ REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDA TJONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
(5) PERMANENT STRUCTURAL BMP JNSTALLA TION CERTIFICATE.
, (6) PERMITTED WALL FINAL INSPECTION REPORT.
33. UNLESS ' A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL 8£ ADDED TO THE
SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE Cr/ECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: COFFEY ENGINEERING, INC.
ADDRESS: 9666 Businesspark Avenue, Suite 210
CITY, STATE: San Diego, CA 92131-1646
TELEPHONE: (858) ;8;~1-:~0111
BY: ., I . ~-
JoikJ?offey, PE, Pv;0('~)---
R.CE N0.:_.::..:62'-'7-'-1:::_6 ______ ~,_,_ ______ _
DA TE:_l_l fnµ_1_
REGISTRATION EXPIR A TJON DA TE: _6'---'3c..c0_--'-18'---------
S0 ILS ENGINEER'S CERTIFICATE
I, DANIEL ADLER , A REGISTERED (CIVIL/
GEO TECHNICAL) .ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING
BUSINESS IN THE f/ELO OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION B.ETWEEN THE DA TES OF
JULY 16 , 20 15 AND NOVEMBER 8 , 2012_. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO T " OFFICE OF THE CITY
ENGINEER._RfPORT NO. CWE2150264.01 DATED:J:«}V. 2~,//J
@~o,esQa,,4, SIGNED: ({/ 7 /'J/'-u., _ _,..., I
o///4 ,., e. ~,,~ ,I '1/J,'{.,,,+' -~1~ G.E./P.E. NO.: ~J~60=J~7 __________ _
/jl .~~}lZ~~ "' DA TE: -~(~(-_2._l_-~1~1 __________ _
* * ~ .. Cl\i\t.. ~'f-~'<Ofc,.U~
LICENSE EXP/RA TJON DA TE:
OWNER'S CERTIFICATE
6-30-18
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINEO TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO 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 IMPLEMENT A TJON OF
THE SWPPP IN ACCORDANCE WITH T/-IE CALIFORNIA CONSTRUCT/ON ORDER AND
MUNICIPA0 PERMIT, LA TEST VERS/0/ /.
1)~ ~ 1~d¾t. t/1 rA1
BEHROOZ~ DATE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON SEPT 4, 2014 BY SPENCER-LUEY SURVEY (858) 792-9242.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TJONAL MAP ACCURACY STANDARDS.
ADO 2.82' TO ELEVATIONS SHOWN /-/[REIN TO OBTAIN NGVD 29
PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 210-61-/3-00.
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS: N 1992516, £ 6229657
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT TOM ERICKSON, HULTON DEV. AT
(858)248-6269 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STATE SWPPP/WD/0, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (OSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPOA TED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL 8£ PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP 0£PLOYl:,1£NT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVIC[S TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE 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 THE APPROVED SWPPP ANO/OR
EROSION CONTROL PLAN SHALL BE INCORPORA TEO HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL 8£ IJI\ PLACE AT Tr/£ END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILIW FORECAST EXCEEDS FIFTY
PERCENT (50%). SILT ANO OTHER DEBRIS SHALL 8£ REMOVH? AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE W/Trl 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO 1PROVID£ EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35,023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL 8£
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE 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 Tr/AN 6: 1 W/-IEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREA TJON DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYOROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE:
'a, THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER /-/EADS PROVIDING 100%
COVERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPJTA TION SPRINKLER HEADS
PROVIDING 100% COVUIAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA TEO AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TH[ OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX Sr/ALL CONSIST OF NO LESS THAN:
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 CALIFORNICA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA
e. 3 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 THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST 8£ INOCULA TEO WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYOROSEEDING.
i. ALL SEED MATERIALS. SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXJC WETTING AGENTS MAY BE ADDEO TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW JS USED IT MUST 8£
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 4,0% OF
THE STRAW INTO THE SOIL. .
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYOROSEEDEO SHALL BE PREPARED Pii/OR TO HYOiWSEEDING BY:
1. ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMB/NA TJON OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TUR A TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
£. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT JS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEED/N'i IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEAS[Q.
F. ALL SLOf:ES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR
HYD,'?OSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT
(RECP) Sr/ALL 8£ INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT 8£ MET. JUTE,
EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE.
G. SHOULD GERMINATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN
70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL 8£ STABILIZED BY AN APPROVED RECP.
JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE.
H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE
CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY
THE CITY ENGINEER OR CITY PLANNER.
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78 -
MAP
NOT TO
SCALE
CITY OF VISTA
L..1'-,
f'=---r"'\ L\ ~
INDEX OF SHEETS
SHEET 1: TITLE SHEET
SHEET 2: LOT EXHIBIT
SHEET 3: DEMOLITION PLAN
CITY OF ENCINITAS ,
SHEET 4,5,&6: PRECISE GRADING PLAN
SHEET 7&8: DETAILS' ANO SECTIONS
SHEET 9: SITE RETAINING WALLS NOTES
SHEET 10: RETAINING WALL SECTIONS
SHEET 11&12: SWPPP
LEGAL DESCRIPTION
SEE SHEET 2 FOR COMPLETE LEGAL OESCRJPTION
PROJECT ADDRESS
5263 SHORE DRIVE
CARLSBAD, CA
OWNER
BEHROOZ AND SHARON ABDI
18485 WITHEY ROAD
MONTE SERENO, CA 95030
(408) 402-5121
ARCHITECT
GARY F. HARCOURT, ARCHITECT
14305 SAN MIGUEL ROAD
A TASCAOERO, CA 93422
(805) 466-7674
REFERENCE DRAWINGS
W3-17 6" WATER MAIN PUBLIC IMPROVEMENT PLANS
4-1 SEWER PUBLIC IMPROVEMENT PLANS
EARTHWORK QUANTITIES
CUT: 1421.1 CY
FILL: 19.1 CY
IMPORT: CY
EXPORT: 1402 CY
REMEDIAL: 103.5 CY
NOTE:
QUANTITIES DO NOT INCLUDE FOOTING OR TRENCHING SPOILS.
QUANTITIES DO NOT ACCOUNT FOR SHRINKAGE OR SUBSIDENCE.
REMEDIAL GRADING IS EST/MA TED BASED ON SOILS ENGINEER'S
RECOMMENDATIONS. ~,.,.,,..,,,.,-£ t\ r•lt PE~,.,.,r Pvttf.,SES.
(•NTltAc."f,lt S.-h\&.L. Pl.tFottM "Tl-!ldl •W,. Uh.t..,L-\T1ul1S,.
TOTAL LOT AREA =,,.,0"'2"'6"'3-"A"'C"'R,.ES.,__ ____ _
TOTAL DISTURBED AREA = 8,207 S.F. (0.188 AC.)
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA = 5,648 S.F.
TOTAL PROPOSED IMPERVIOUS AREA = 6,396 S.F.
BENCH MARK
CITY OF CAF/LSBAD 2.5" DISK "CLSB-057;L.S. 6215"
DESCRIPTION: IN DRAINAGE BOX IN THE SOUTHWEST QUADRANT OF
LOCA TJON: A VEN/DA ENCINAS AND CANNON ROAD
RECORD OF SURVEY NO. 17271
RECORDED: -.,'tc1".inu11 ________________ _
ELEVATION: ----------DA TUM: NGVD 29
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS ANO THE CITY STANDARDS; SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 7168 DATED AUG 17 2016
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). ···~--·· ---
6. SOILS REPORT ANO RECOMMENDA TJONS BY DANIEL ADLER, REPORT NO.
CW£2150264. 01 DA TED NOVEMBER 8, 2015
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUG, 17, 2016 P.C. RESO. 7168.
9. STORM WATER POLLUTION PREVENTION PLAN (TIER 2), A TT ACHED
10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY
COFFEY ENGINEERING, INC., DA TEO 11-15-17
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK ANO
CAL TRANS CONSTRUCT/ON SITE BMP MANUAL.
12. RETAINING WALL CALCULATIONS BY CQFFEY ENGINEERING, DATED 10/13/17
DESCRIPTION
PROPERY LINE
LEGEND
DWG.1\O.
PRIVATE 4" PVC STORM
DRAIN--------------------
PRIVATE 6" PVC STORM
DRAIN-------------------
PRIVATE RETAINING WALL
SYMBOL
== ==4"so:= ==
SUBDRAIN ----------~ (DETAIL ON SHT. 9) =• .. sue=
PRIVATE 4" FORCE
DRAIN ------------------
PRIVATE ROOF CONNECTION STORM
DRAIN ------------= = RD==
PRIVATE DRAIN INLET (SOFTSCAPE)---4" NOS 910B, o
SATIN BRASS GRATE
PRIVATE DRAIN INLET (HARDSCAPE11----4" ROUND ZURN W/ DARK o '
BRONZE ANODIZED GRATE
TRENCH DRAIN ---------4" NOS DURASLOPE W/ □11::i:1:r::1101::i:1 DI 1::r1:r::1 □11::011
DUCTILE IRON GRATE
PRIVATE STORM DRAIN
CLEANOUT ----------(DETAIL ON SHT. 8) =
* PRIVATE CONCRETE
SIDEWALK----(ARCHITECT'S PLANS)(RSD G-9, G-10) I ·:: ' .. ~
PROPOSED 24" SQ, TRAVERTINE PAVING
PROPOSED TILE PAVING -----~
":, ·11-~-,i .,-,, ::.·,_: :.{~-<-~11,<_jf~~:~:::
IIIPbt:LEITTr[I
PRIVATE CONCRETE DRIVEWAY
PROPOSED LANDSCAPE AREA
____ (_RSD G-9, G-10) f . i_ , <g
BROOKS BOX W/GRATE
PRIVATE SUMP PUMP STATION W/MANHOLE (DETAIL ON SHT. 8)
SITE RETAINING WALLS ---(DETAILS ON SHT. 9 &10)
*NOTE : ALL CONCRETE IS IMPERVIOUS, UNLESS NOTED OTHERWISE
~ '
Q) -------
SEE SHEET NO. 2 FOR ADDITIONAL LEGEND
POST-CO,'/STJWCTIO!i BMP TABLE
_c_:/DHiiWATl:_H R[QUIRFM[NTS THA r ;\JJPL '(
TYPE
S !ANDA/-W ST01?MWA rl:.R R[OUl(tCMENTS
Ph.1/0Pi FY PFWJ[C r HtQUIR[ME_"N IS
DEciCRIPTION !. OWNEHSJIIP [ MAINTENANCE AGREE'vIEKT
··-·
SHEET NO.
' '
5 & 8
·--
QUAi\TITY
276 L.F.
206 L,F,
91 L.F.
16 L.F.
' /
73 L.F. ., 28 EA.
28 EA.
66 L.F,
5 EA.
1,275 S.F.
600 S.F.
901 S.F.
360 S.F.
300 S.F.
2 EA.
1 EA.
96 LF.
' -
MAINTENA:lCE
FREQUENCY
SEMI-ANNUAL
FILTER CLEAN
"AS BUil T"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
!
' ''
INSPECTOR DATE ,
l-----t--+------------+----1---+--+-----I ~I S=Hf=ET::::'....I '.::=C=I=T=Y=O=F=C=A=R=L=SB=A=D~I =2 =11 ~ ENGINEERING DEPARTMENT
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAi CITY APPROVAi
GRADING PLANS FOR
ABDI RESIDENCE
(5263 SHORE DRIVE)
GR2017-00I O TITLE SHEET
APPROVED: 7r-~-r++-JASON S. GELDERT
0/,_,.J ,/JA,VU. / 2j :;./2,t> I::; ====:r---,-c,=------::--c--:-c:---c--:--C IT Y ENGINEF:f< · RCE 539·12 FXPIRES 9/30/18 DATF
OWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
CDP 15-45
DRAWING NO.
501-SA
I
I
I: -
I
' '
I
C .... ~
0
Ci) ... UI .... C
N ....
I 0ll J>
0 :0 ~
2
G)
2 C s: ID m
:0
'□ :0 !
2
G)
2 C s: m m D
□ :0
i
2
G)
2
C s:
ID m :0
Cl,
D !
2
G)
2
C s: ID m
:0
I
ROW
60'
30' 30'
f-------15.2'-----14.8'--~ RIGHT-OF-WAY
. SHORE DRIVE
rnsTING CONCRElE ORl'IEWAY 10
BE REMO'IED/ REPLACED
EXISTING ROLLED CURB
AND GUTTER I (PROTECT IN PLACE)
PROPOSED CONCRETE
DRIVEWAY
EXISTING GARAGE
(PROTECT IN PLACE)
EXISTING AC PAVEMENT
(PROTECT IN PLACE)
TYPICAL STREET SECTION
DESCRIPTION
SEWER LINE
WATER LINE
GAS LINE
EXISTING STORM DRAIN
PROPERY LINE
CENTERLINE
DAYLIGHT LINE
EXISTING CONTOUR
EXISTING GRADE
PROPOSED GRADE
BUILDING WALL
GROUND LEVEL OPENING
LEGEND (CONT.)
DWG.NO. SYMBOL
--w--
--G --
-11-11-
--(15)--
(39.45)
39.45
IN BUILDING .WALL ------------
SEE SHEET NO. 1 FOR ADDITIONAL LEGEND
LEGAL D~SCRIPTION:
PARCEL 1:
SCALE: J"aJQ'
QUANTITY
THAT PORTION OF LOT "H" OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO PARTITION MAP THEREOF NO. 823, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 4 OF TERRAMAR UNIT NO. 1, ACCORDING TO MAP
THEREOF NO. 2696, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON SEPTEMBER
6, 1950: THENCE SOUTH 59"21'20" WEST ALONG THE SOUTHWESTERLY PROLONGATION OF THE SOUTHEASTERLY
LINE OF SAID MAP THEREOF NO. 2696 TO A POINT ON THE MEAN HIGH TIDE OF THE PACIFIC OCEAN;
THENCE NORTHWESTERLY ALONG SAID MEAN HIGH TIDE LINE TO A POINT THAT BEARS SOUTH 59'21 '20"
WEST FROM THE MOST WESTERLY CORNER OF SAID LOT 4, OF SAID MAP THEREOF NO. 2696; THENCE
NORTH 59"21'20" EAST TO SAID WESTERLY CORNER; THENCE SOUTH 51'51'50" EAST TO THE POINT OF
BEGINNING.
PARCEL 2:
THAT PORTION OF LOT 3 AND ALL OF LOT 4 OF TERRAMAR UNIT NO. 1, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING .TO MAP THEREOF NO. 2696 FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 6, 1950, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT 3 OF; THENCE ALONG THE COMMON LINE
BETWEEN SAID LOTS 3 AND 40F SAID TERRAMAR UNIT NO. 1, SOUTH 30'38'50" EAST 20.00 FEET; THENCE
NORTH 00'53' EAST 17.65 FEET TO A POINT ON A 75 FOOT RADIUS CURVE CONCAVE NORTHERLY, A
RADIAL LINE TO SAID POINT BEARS SOUTH 06'25'45" EAST; THENCE WESTERLY ALONG SAID CURVE 110.49
FEET THROUGH AN ANGEL OF 08'00'35" TO THE POINT OF BEGINNING.
APN: 210-061-13-00
MAP NOTES:
Q ---INDICATES FOUND MONUMENT AS NOTED.
f:::,, ---INDICATES FOUND TWO MONUMENTS.
( )
< >
INDICATES RECORD PER TERRAMAR UNIT NO. 1, ACCORDING TO MAP THEREOF
NO. 2696.
INDICATES RECORD PER LEGAL DESCRIPTION.
"" <o· '----0 10 20 40 60
PROPOSED RESIDENCE
r LOWER LEVEL FLOOR " 30.10
I I
FOUND 3/4" IRON PIPE-~
TAGGED LS 8529, DOWN 3"
NO. REF.
, ____ , ___ -ii
SCALE IN FEET
FOUND 3/4" IRON PIPE
NO TAG, DOWN 3"
NO. REF.
FOUND 3/4" IRON PIPE
NO TAG, BENT, DOWN 3"
NO. REF.
~---L '_N_~_o·3-~-~ RE DR. 725.11· (725.o_o') __ g_
FOU,Nll 3/4" IRON PIPE
TAGGED LS 2789, DOWN 5"
NO. REF.
CURVE DATA:
0--6 = 27'14'31" (2T12•50") I
R '" 75.00'
L = 35.66' (35.62')
6 = 08'00'35" <08'00' 35">
N 30'38'50" W
@--6 = 26'45'39"
R = 75.00'
L = 35.03'
6 = 24'35'54"
b ,,.,
115.16' (115')
FOUND 3/ 4" IRON PIPE
TAGGED RCE 13817,
DOWN 6"
NO. REF.
· (26' 44' 1 o")
(35')
[ Cf.
fj
:R
z
t
--------
CARLSBAD
N 30'38'50" W
w
'o .
30' fj 30'
O>
"' z
BLVD.
129.95'
FOUND LEAD AND TAG
IN CONCRETE DRIVEWAY
TAGGED RCE 31130, FLUSH
NO. REF.
(130.00')
FOUND 3/ 4" IRON PIPE
TAGGED LS 6287, UP 2"
NO. REF.
FOUND 3/4" IRON PIPE
NO TAG, DOWN 5"
NO. REF.
N 59'21'10" E 20.05' (20.00')
"'
,. ---41.~~== ... ~~ ~'-., 20.00' ~-•• ~~~~=-,.)j_:C::_:c····.:.c,.l 'h"~=ac':~
PROPOSE
I
~
-I
0
0
0
"'
b
0
'I <O
I
' '
---===-50.00'
ABBREVIATIONS
N w
E
6
R
L
REF.
F.S.
F.F.
L.L.F.
INY.
F.G.
SD
RD
T.G.
T.W.
T.F.
--SHT.
NO.
~
DR.
BLVD.
RAD.
C.F.S.
NORTH
WEST
EAST
DELTA
RADIUS
LENGTH
REFERENCE
FINISH SURFACE
FINISH FLOOR
LOWER LEVEL FLOOR
INVERT
FINISH GRADE
STORM DRAIN
ROOF DRAIN
TOP OF GRATE
TOP OF WALL
TOP OF FOOTING
SHEET
NUMBER
CENTERLINE
DRIVE
BOULEVARD
RADIAL
CUBIC FEET PER SECOND
[D----
R = 75.00' 0--R = 75.00' EXISTING EASEMENTS:
MEAN HIGH TIDE LINE
OF THE PACIFIC OCEAN
EXACT LOCATION NOT
DETERMINED BY THIS
SURVEY L = 10.48' <10.49'>
0----6 = 35"15'05"
R = 75.00'
L = 46.14'
0--6 = 03"43'22" (03·49'30")
R = 75.00' ., L = 4.87' (5.00')
'
,___,-
~
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
[D----
IT:]+0
L = 31,76'
6 = 90'00'00"
R = 45.00'
L = 70.69'
6 = 32'16'29"
R = 75.00'
L = 42.25'
(32"13'40")
(42.19')
0
0
PUBLIC UTILITY AND ACCESS EASEMENT TO
PACIFIC TELEPHONE AND TELEGRAPH COMPANY
PER DOCUMENT RECORDED OCTOBER 13, 1950
IN BOOK 3829, PAGE 291 OF OFFICIAL
RECORDS. EASEMENT TO REMAIN.
EASEMENT DOES NOT AFFECT SUBJECT PROPERTY.
PUBLIC UTILITY AND ACCESS EASEMENT TO
SDG&E PER DOCUMENT RECORDED APRIL 9,
1951 IN BOOK 4045, PAGE 321 OF OFFICIAL
RECORDS. EASEMENT TO REMAIN.
EASEMENT IS NOT PLOTABLE FROM RECORD.
"AS BUil T"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
COFFEY ENGINEERING, INC. t-----t--t-------------t--t---t---+-------11 SHiET I CITY OF CARLSBAD ~
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 \I PH (858)831·0111 FAX (858)831·0179
::===='-'===EN::::G:::::l:::::NE::::E::::R:::::IN::::G:':::::::::DE::::P=A:::::R::::TM::=E::::N::::T==='-.':::L2_:_j==='.
t---1-----+------------------1,----+---+---+--_, GRADING PLANS FOR:
ENGINEER OF WORK
John?c~f ey, PE
_i!_/n/_i1-_
DATE
REGISTRATION NO. 62716 EXP: 6-30-18
GR2017-0010
ABDI RESIDENCE
(5263 SHORE DRIVE)
LOT EXHIBIT
JASON S. GE~DE~T
=:-:--=-:::c:=~-~:....::_.:...;_-==-=-c---,----:-I zJ± 20 ?-
i----t------+---,..------------------11----+---+---+---1 ;:;r.C;;'IT::':Y::::E';N=;Gl:::NE:=E:::;:;;:==,R;';C:::E=6=:3::::9=:1 :=2 =:EX=:P=:IR=ES:':::::'9=::::3':0 :::;1';:8=:::=DA::::T:=E==:;
1 OWN BY: GC
APPROVED:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL CHKD BY: .S:c.
OTHER APPROVAL CITY APPROVAL RVWD BY: I>• b
PROJECT NO.
CDP 15-45
DRAWING NO.
501-8A
I .,, !:a :0 !~8 ;~c
:ai:1JJ~ ,,~
m"LJ •
~jJ:> ;a·:!j z ~2~ i.s:I .i;!·rno ~ ~" 'ii '.m rn 1rn~ w z
' z : rn
I;
~
' .
I
I :
i I
I
I
I
I
I en p
~ 8 I :u il mO i!-□□ 3 e.Jc ~,~~ !i~ ~ . • p ~~z
~,<~ !if C '<I -I 'tll i,'.tl~ !fi ,m JTl
n>,Ul~
, .f3 i
m
I ~
I
I
Ii
'
11
11
I
I
'
N
0 ... ...
N
0
::0
i
2 G)
2
C s:
OJ m ::0
0 ::0 i
2
G)
2
C s: Ill m
::0
~
i
2
(j)
2
C s:
Ill m ::0
0
C ::0 ~ i
UI 2 0 (j) ... 2 ' w C: ,. s:
OJ m
::0
;, ,\
,' \,' \ i j \
L EXISTING WATER MAIN
(PROTECT IN PLACE)
-...... -~-----
r EXISTING SEWER MAIN
/ ..... (PROTECT IN PLACE) ("·< ··•··•~·-···--·--~--•" "" -··· ··----·-··--·--·
C ,J
NOTE:
A RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO ANY
WORK WITHIN THE PUBLIC RIGHT-OF-WAY.
. )
LANDSCAPE NOTES:
1. SEE LANDSCAPE ARCHITECT'S PLANS FOR
LIMITS OF EXISTING IRRIGATION SYSTEM'S
REMOVAL.
2. SEE LANDSCAPE ARCHITECT'S PLANS FOR
DISPOSITION OF EXISTING LANDSCAPING.
7 ,,
""
0 4
I I ~
&~'-...
8 1 6
SCALE IN FEET
EXISTING BRICK PILASTER
(PROTECT IN PLACE)
24
DEMOLITION PLAN
IMPORTANT NOTICE
EXISTING RESIDENCE
(PROTECT IN PLACE)
EXISTING RESIDENCE
(PROTECT IN PLACE)
COFFEY ENGINEERING, INC.
EXISTING STORM DRAIN
(PROTECT IN PLACE) (SEE
GRADING PLAN FOR
REMOVAL LOCATION)
\.
,//
'EXISTINGJ.ESID~NCE /
(PRQJECT IN PLACE) /
I
"AS BUILT"
RCE EXP.
REVIEWED BY:
INSPECTOR
I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
DATE
DATE w '
CODE
s'ECTION 4216 ·oF THE GOVERNMENT
REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (858)831-0111 FAX (858)831-0179 GRADING PLANS FOR:
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT LD. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
ABDI RESIDENCE
(5263 SHORE DRIVE)
GR2017-0010 EMOLITION SHEET
,---::::~------,;__-----------i---+--+-----------------+---+---=1---1---l r';A~P~P~RO;!;V';;cE~D"': ~*=ll~t1c~--1"'-1-~~~=J=As=o=N=s~=. = fEL=D=ER=T==;
' ~ ENGINEER OF WORK 1?:../tl:>01 ?-
. _ _ 11 /? 1 J ,1 1 CITY ENGINEE RCE 63912 EXPIRES g 30 18 'liA'rr
John s, c ffey, E DA TE l-rioteATTCE7tt[N~IT"'IA"L+'=----------------'-t-□=-A-T-E 4-IN-IT-IA_L-J--□-AT-E-l.:...l_Nl-TIA_L__J ~D~W~N~B~Y~: =_=_=i,G;;:LC;;:_=_~==~P~R~O=J~EC~T~N'=o=. =~;D=R=A=W=l=N=G=N=o=.
REGISTRATION NO. 62716 EXP: 6-30-18 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: ;i:~ CDP 15-45 501-8A
, I ; .. ; .. ) --·
' I , -
'l
I m l> ~ n D CJ I' .., ':::o :ti :a 1~8 ~ "c ~@ ii~ . -2
" l> Ii) 1~z "e~ 2 ll~I C: mo ,.. g:J '"[l s: Ii 81 rn ,~; ID m :a
I ~
I
I
I
i:
I
I I :
11 ~
,· 8 CJ I" D CO :a I ~8 i De
~,i !ii '!/ m 2 .,, . ,;tl> Ii) j ~z
ll E~ 2 j ~I C mo m.,, s: c "m ~ rn-,~1 ID m :a
,§ I i ,,
I i
I i
I i
I !
I
I
I
I
CJ :a
i 2
Ii)
2
C s:
ID m :a
CJ
Cl :a
w ~ ~ c:, -0 en 2 ... Ii) ... 0
N ... z I CIII C:
J> s: ID m :a
\// SIGHT DISTANCE CLEARANCE LINE
, EXISTING UTILITY PULL BOX
• (PROTECT IN PLACE)
I
;<No ·
EXISTING CONCRETE CURB
{PROTECT IN PLACE)
EXISTING RESIDENCE
EXISTING 6" FTAC WATER
MAIN PER PROJECT NO. ~.. .. . .. W3-17, DWG. NO. 18-AD-3
{PROTECT IN PLACE)
~· ~~
r::)~ ~~
~
\ ·y
,/,
,·DR!ft:W, .1 . ~)'.
EXISTING SEWER MAIN, PROTECT~ /
IN PLACE {SIZE & MATERIAL /
NOT KNOWN) .• /
I
EXISTING AC PAVEMENT~ •
{mom '" ,~eel . /~. / ,
/
. ', EXISTING ROLLED CURB AND GUTTER -..._,__ •
• {PROTECT IN PLACE) / •
' EXISTING SEWER MANHOLE---...., ' , EXISTING SEWER MAIN
{PROTECT IN PLACE) {PROTECT iN ~LACE) "-~,.: , .
---------
EXISTING FIRE HYDRANT ~
{PROTECT IN PLACE)
·" . ........_......,_
EXISTING WATER METER AND LATERAL-~ , > ~
TO BE REMOVED AND REPLACED AS · · ' ~
NECESSARY TO COMPLY WITH CMWD . .--..__ ::i,
STD. DWG. W-4. (1.5" Meler) . -• __ • -· · .. ··~ ·'_. • ,,;,'
LANDSCAPE'. AREA
INSTALL BACK FLOW DEVICE PER _,/
CMWD DWG. NO. W-4
. SIGHT DISTANCE CLEARANCE .LINE ..
EXISTING STREET LIGHT WITH CONCRETE
PAD (PROTECT IN PLACE)
"" "' '1'
0 2 4
I -
EXIST.
LANDSCAPE./ AREA
. '.EX!ST~G GAS LATERAL TO BE
REMOVED AND REPLACED. •
8 12
SCALE IN FEET
NOTE:
A RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO ANY
WORK WITHIN THE PUBLIC RIGHT-OF-WAY.
,·
PROPERTY LINE
EXISTING BRICK WALL
(PROTECT IN PLACE)
EXIST.
LANDSCAPE AREA
PROPOSED WATER LINE
UTILITIES TO BE INSTALLED PER
THE REQUIREMENTS OF THE CITY
OF CARLSBAD FROM B-12 BURIAL
DEPTHS FOR YARD PIPING.
EXISTING WOODEN GAZEBO
{PROTECT IN PLACE)
PROPOSED GAS METER
EXISTING UTILITIES TO BE RELOCATED
PROPOSED AIR CONDITIONER
UNITS
EXISTING FENCE
(PROTECT IN PLACE)
PROPOSED SEWER LINE
EXISTING BRICK PILASTER
(PROTECT IN PLACE)
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
EXISTING UTILITY PULL BOX
(PROTECT IN PLACE)
REMOVE EXISTING SEWER. {SIZE &
MATERIAL NOT KNOWN)
EXISTING RETAINING WALL
{PROTECT IN PLACE)
C
}
~ .. I\
0> t-=~
0-
" °' en r--: "'"'
'.
0 _J
-<( Oc,
ci a:
J\ /:
30'
a:
C
..... er:
EXISTING LANDSCAPING
0> ·z r--
O<D " "' zj ~
LIMITS OF LOWER LEVEL
60'
. I.
~ ~ rEXISTING
oro N ,.._
cri r--: "'"'
30'
s
GRADE BREAK
EXISTING CONCRETE DRIVEWAY
TO BE REMOVED
EXISTING ROLLED CURB
AND GUTTER
(PROTECT IN PLACE)
G>
t-=~
O'<T
" <D oi r--:
"' "'
0>
;-:~
00> N<D mr---: "'"'
PROPOSED RESIDENCE
LOWER LEVEL FLOOR = 30.10
PAD = 29.27
' '
H E E T N
:1
~-RIGHT-OF-WAY
EXISTING GARAGE
(PROTECT IN PLACE)
0> i-= ~
0 ,-_ " "' crj r--:
"' "'
0>
t-=~
00
,-_ "' Ol r--: ~ K)-----. -__ ,, __ f 1
. . -----~------~·.:•·
' . ', ' . . LANDSCAPE AREA ... --. -· . . ' ·. -. ' ~
0> ~ ~
00 N <D °' ,-_ ,0"'
0 •
0>
t-= ~
0 c--N '<T 0) r--: "' "'
6
PROPOSED RESIDENCE
FINISH FLOOR ~ 40.10
EXISTING RETAINING
Wi\LL {PROTECT IN
PLACE)
0> ·z >--
,.---0Rr:;j: mr---: ---___ 1:".) tn ·--
..... .·. _.,·1
. ·.·.-~-~-~--
::z ~o
A
•
0
w
IW
w
w
en
0 3% 0.8% i15===========1.=====~~~d9-=+~*';;=========fu===~== "AS !BUil T"
NOTE:
DRAIN TO BE RECESSED UNDER
WOOD SHOWER MA TT
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH {858)831-0111 fA0X {8581831-0179
~ ENGINEER OF WORK
John S. C fey, :
REGISTRATION NO. 62716 EXP: 6-30-18
11_ I z...,, /1--1-
DA rr
PROPOSED CONCRETE
DRIVEWAY
EXISTING AC PAVEMENT
(PROTECT IN PLACE)
SECTION G-G:
SCALE:
HORIZONTAL: 1" ~ 4'
VERTICAL: 1" ~ 4'
LOWER LEVEL FLOOR ~ 30.10 ' RCE __ _ EXP, ___ _ DATE
'
REVIEWED BY,
INSPECTOR DATE
'
t--ii-----t----------__jl----l---1--.J____J I SH~ET I CITY OF CARLSBAD ~
~~~!,.::;;;:::=;;E;:::N:;G~l~N=:EE=:R:'::1::::NG::::::D:'::E'::'PA:=R::::T:=M:::E:::N::T==::::::'..::L.'.:___j==z :=:j
GRADING PLANS FOR:
1
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GR2017-0010
I ,,
ABDI RESII/ENCE
(5263 SHORE I DRIVE)
PRECISE GRADING PLAN SHEET
APPROVED: JASON S. ~ELDERT
-----=;=="'---'==-_;__-'-----IZ/.J-k&1 7:
RCE 63912 i EXPIRES 9 30 18 1 'oATE CITY ENGINEE
OWN BY: GC
CHKD BY: ,,r,::_
RVWD BY: O<ll-
PROJECT NO. DRAWING NO.
CDP '115-45 5O1-SA
OJ " c'l 0 I ll il ,~8 ~c
ii;@ ". ~· j~z
~1'~ • C ~ ru I mO
... :0 rt! )I ru. I ffi~ wz
rn
I ~
I
I
I
I
I
I
I
•
'
,i:,.
0 ... ...
N
Cl :0 §
2
(j)
2
C s:
Cl m :0
Cl
:0 ~ 2
(j)
2
C s:
Cl m
:0
Cl :0 i
2
(j)
2
C s:
Cl m :0
CJ
0 :0
:e i G) -
In 2
(j) 0 ... 2 ' co C
J> s:
Cl m
::0
DRAINAGE DETAIL: SURFACE IMPROVEMENTS DETAIL:
SCALE: 1" = 3'
.,
0 z
w
w
::c
w
39.70 T.G.
37.36 INV.
37.30 INV.
38.71 .
l
1-"-,~~.c,l. ·• . . ·'6. .
f-,-,~>-j
. ~-•' ... -X"_._··.
f'.\)f-c-j
. . .-. . .
37.14 IN.V ..
·1 t 11
~\ -~-
39.20 T.G.
37.07 INV.
.\ ;)
• • •-■ ,., f -·
J
": _Ji n::<D ::::,
"" (J) a, > a, z ;)
;N
J,
en c-o
0 II
V1
;)
;)
J
J
J
J
J
36.92
INV.
. I .. '
PROPOSED SPA TO BE
APPROVED PER SEPARATE
PERMIT.
,----2" FORCE LINE
37.80 I.E.
ENERGY DISSIPATION
D40 RIP--RAP, 5'"
2 BACKING --1.1'
OVER 6" GRAVEL BLr\m,
0100=0.056 CFS
V,oo=5.00 FPS
,.-+--ENERGY DISSIPATION
D40 RIP--RAP, 5 1 "\0
2 BACKING --1.1' THK
OVER 6" GRAVEL BLANKET
Q,oo=0.44 CFS
V10o=8.16 FPS
RET. WALL 4" PERFORATED PVC
SUBDRAIN --SEE DETAIL 'L', SHT. 9
40)
\
\
\
.·[ .··•·. \J . •• ·r1;~: IJ
SETBACK
w . ··. . -. . . . . : . . .
4" OVERFLOW DRAIN
SEE DETAIL, SHEET 8
PROPOSED SUMP WITH
DUPLEX PUMP SYSTEM (PVT)
--SEE DETAIL, SHEET 8
TRENCH D AIN -"---<'
~-,,cm1··: I . .-· r-c-~c-i 8~ ·T.G
· 9,0 I,[.
----
.. · -
-.
. . ,• -
_ .. : .. -. . -. . -
✓ ----PROPOSED BIOFILTRATION AREA ". . > . J ;)
" • •
.,
J ~ J. "
J
( 172 SF) --SEE DETAIL, SHT. 8
37.65' PONDING ·I i / 36.90' BOTTOM
I I
J Jc;,"",r-~J;JiE~ir t1 __ 6" PERFORATED PVC SUBDRAIN
; ; SEE DETAIL 'BIOFILTRATION PLANTER' ; ;Ji " ;/J. SHT. 8
. ;:} ~ JI
;) J /
J ; J r--~--CURB WALL (TYP.) PER DET~IL _., ",J/ ;; " ·• I 'BIOFILTRATION PLANTER', .~l'l;./8"-
;:} _;, -~ 611 ·r .J _;, ! l
J ;) J . J
J) JJ i.JJ jj JJ
"
,/
_e---~ ENERGY DIS-SIPATION i
I
!
I ;) J ... J;)
J ·. ·~ J
J /JF.G, J d -----I ---
'.1 D40 f\lPc::RAP, 5 1 ,; \<;l
Z"BACKING --1 .1' THK
OVER 6;, GRAVEL Blf,NKET
-,---·o
:,..c;,.;;;:' ~ J J
J
. -·---, T
' i --7-:: .c:=-; -----, _-_---r ____ c~ -·::.__ 1 •· ,,
----r ----. " . , -------·--~,-:._ ·-r----.. ~-----..~. 7--..
, -: ; . I -·-·-------: . i
----------.. ·•·•• -·· _.✓ -'-~-----··r· ,,_
'-~ -.:·:· ' ' _·;:;;;'_···.F~--·-;3L.)'j:I._ ----~-).,, __ ---,-(····----···---· ··,·· --.... ,
____ . ___ l'._ "c-c----_;;---.L/ . ·------------~-r--··-···1" ____ .. ___ ! _____ ~ ,,' __ ··1 ,·;
_____ .. .., ...... ______ ............ , \\--•/• ~-.·--.,....... . ··s·· --~--------,~. _,, . './
,------'---o-------~--_ . 'Q__r __ ~.L._. . .:; .. · 36.96
\\~-----~;.L,-"'--~---'---~. ~':Jp: ·---~.-.~ INV.
;)
. ;)
0 tP
r.
--·-·---~. -~ ___ L ____ ,
;)
. '
010o=0.41 CFS \
V,oo=4.45 FPS
24"x24" BROOKS BOX
37.65 RIM
33.90 IE
'
\
I
\
/ / /
"' 0 z
w
w
w
w
. -----~--------------·
SCALE: 1" = 4'
w u :z: w
0 0 n
U)
II w
Ct'.: 0:::
0
0 0
_J w LL r----
U) N
_J
0 w a,
> N Q__ w
0 _J II
Ct'.: 0::: 0
Q__ w <( 5 Q_ 0 _J
PERMANENT BMP TABLE
----·--
[
EXISTING RETAINING WALL
{PROTECT IN PLACE)
"' -·•··--_,,,,,, .... , .... -.......... -... -.,,. ,, ______ , ___ -
V EXISTING WALL
, (PROTECT IN PLACE)
.; I
-,! ,
• I
7 -6 3/4" STEPS
EXISTING
--1
I
\
\
\
\
\
\
-~-~
:z: w
0
U) w
Ct'.:
C._'.)
:z:
1-
U)
X w
\....,-------·
0 2 4 8 • -12
I I I I ['··~ ., ~~---;----ii
SCALE IN FEET
"AS BUil T"
_ -~t ' Y--,:,,C-77,,-1\ \\ , 3 7. 02 l~i _ :~ __ -•• 1 . ·~;:_ t
....... T ... >i ,,._,..,.,,, ; ;·· _r=~I✓=-~--i TYPE SIZE O\\'NERSHIP RCE __ _ EXP. ___ _ DATE
T ..... ·"· -
6 9 ----'------ji
SCALE IN FEET
---· -----· ------I
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
I
BIOFIL TRA TION 172 SQFT OWNER IN
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (858)831-0111 FAX (858)831-0179
ENGINEER OF WORK
l
John . Cof ey, P~
REGISTRATION NO. 62716 EXP: 6--30--18
PERPETUITY REVIEWED BY•
INSPECTOR DATE
t-----+--t--------------1---+---+--+----I I S~EET I CITY OF CARLSBAD ~
ENGINEERING DE°PARTMENT L__2_:_j
t---+--+----------------+----+-----if-----+---1 ~G::::R=AD::::I::::N:::.G.':::P::::L=A=N::::S=F::::O::::R=: ::::::::::::=::::=::::::::::=:::==~==='.
GR2017-0010
APPROVED:
ABDI RESIDENCE
(5263 SHORE DRIVE)
PRECISE GRADING PLAN SHEET
I LL JASON S~tp:RT
t---1---+--.,.-------------------,-j---+--l-----+--I C:clT:::-Yc-:EccN-:cGlccNE=i"""'Li:R°::C=-E :-:6-',3.,-91:-:2-::Ecc:XP:c:IR:c:E,:--S -cg--=30-..---:,-18 A TE
DWN BY: J~ PROJECT NO. DRAWING NO.
~~~g ~~: oe/L CDP 15--45 501--SA
1
0ATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
0ATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
(J1
0 ...,
~
N
CJ
:rJ
i 2,
Gl
2
C s: co m
ll
~
i
2
Gl
2
C s: co m
ll
i
i ~ ll
NOTE:
" ". 0·'\<0)
"':,
,+
' ' '•,,,
DRAIN TO Bc>RECESSED / UNDER.WOOD SHOWER MATT
0
.
EXISTING FENCE
(PROTECT IN PLACE)
2 4 8
SCALE IN FEET
PROPOSED CONCRETE PAVING
PER LANDSCAPE ARCHITECT'S
DETAILS.
PROPOSED 4" PVC STORM DRAIN-~
PROPOSED SUBDRAIN PER
STRUCTURAL ENGINEER'S
DETAILS. SEE SHEET NO. 9.
EXISTING GRADE
BACK CUT
PROPOSED SEWER PER
PLUMBING ENGINEER'S
PLANS ON SHEET P-2.1
w z
::J
i'.= O' w 5
O' CL
12
O' w Cl..
z en
<( .
O' 0 oz
m >---::, w
V) w
"-..r us
0 Z WO 8~
CL <( 0 >---0' w Cl.. 0
N 0 • 4
LOWER LEVEL FLOOR = 28.85
PAD = 27.94
PROPOSED RETAINING
WALL PER DETAIL H-H
ON SHEET NO. 6 -
40.60 T.W.
35.93 T.F.
PROPOSED SEWER SUMP PUMP
PER BUILDING PLANS ·
\ ' \
\
\ \
\\ . ' ' ' __/\ ::·\
EXISTING FENCE \~\
(PROTECT IN PLACE) \ \
EXISTING RAISED WOOD PATIO
(PROTECT IN PLACE)
\_ '\
\
EXISTING CONCRETE WALK
TO BE REMOVED I /
40.60
T.W.
35.93
T.F.
4" WEEP SCREED (TYP.)
SEWER SUMP PUMP PER SEPARATE PERMIT
PROPOSED GROUND LEVEL
= 40.10
____ PERMANENT SHORED WALL
PER BUILDING PERMIT
PROPOSED LOWER LEVEL
FLOOR = 30.10
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
DAYLIGHT LINE
PROPOSED RETAINING WALL
PER STRUCTURAL ENGINEER'S
DETAILS. SEE DETAIL R.T4
ON SHEET NO. 12. CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
SECTION H-H:
SCALE
HORIZONTAL: 1" cc: 8'
VERTICAL: 1" = 8'
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT 1.0. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
PROPOSED RESIDENCE
LOWER LEVEL FLOOR = 30.10
PAD = 29.27
-·-·-· -1 .
P--~-~...,-·~-,-v-1.-_ l. ..
,,,_L,r'---.l..-~~~~ I / r,,'>?-,0)/'-,-'--,---~.,.-
38.50 T.G.
37.54 INV.
··:; ~ .... r=._..: .,
r
38.70
.. /RIDGE
··•3'7-:; • . •
I
I
I.E. 33.0
, .. '"
' ~-'·•-._,,_ ,,_
. 38.10)
RIDGE
~--,,XISTING CONG. WALKWAY
EXISTING 4" PVC STORM
DRAIN @ S=60r, 1{PqR
DRAINAGE·S[WDY)i '
• CONTRACTOR TO VERIFY
LOCATION AS NECESSARY
(PROTECT IN Pl;ACf)\\ __ ,,,.-\ f.,,. '•' !
I
S.D.PIPEJN· GONITE BLUFF DISCHARGES
.. .DIRECTLY INTO PACIFIC OCEAN •
APPROX. ± 10 FT. TO W/\IER FROM
DISCHARGE POl~J .. TO PACIFIC OCEAN
Q,oo=0.46 CF·S ··
V,oo=17 .99 FPS ,,,,~
I
: I
0
/I JS"~rn···BROOKS CLEANOUT
) RIM 35.8
/'/ 'INV. 33.0 (2 PIPES OUT)
• APPROX. ±50 FT. FROM
-·/ ~DISCHARGE rrlNT
CONTRACTOR TO LOCATE
EXISTING STORM DRAIN PIPE.
~ EXISTING WALL i (PROTECT IN PLACE) •
i i
·f,
' ', ' ' I
EXISTING FENCE
(PROTECT IN PLACE)
• I
'
/
I
I
I
EXISTING 4" PVC STORM DRAIN @
/S=60% (PER DRAINAGE STUDY).
/ CONTRACTOR TO VERIFY LOCATION AS .... >/ NECESSARY (PROTECT IN PLACE)
,,.,/" _,,-/ ., ·-·-~ .. ,, ,,,_ //
"-_./,. .-•.,,__ /'
. , .. ')',"' S.D.PIPE IN GUNITEgBLUFF,,DISCHARGES . Ly ' DIRECTLY INTO PACI IC OCEAN ;
'· APPROX. J:5 FT, .. T . WATER FROM/ .
. DISQJ;IARGE POINT T .. PACl~I: OCEAN;'
, .. \·O,oo=0.46 CFS ..... / VL\j IV,oo=17.99 FPS / .. . RCE __ _
' REVIEWED BY:
INSPECTOR
"AS BUil T"
EXP. ___ _ DATE
DATE
!2 COFFEY ENGINEERING, INC. t------t--+------------t---+--+--+-----11 SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT L...2.:_j
~G::::R::A::::D::::IN::::G'..':::::P::::L=A::::NS;=F::::O::::R=: =========='-'====: 9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (8581831-0111 FAX (858)83 I-0179
ENGINEER OF WORK
John S. Co fey,
REGISTRATION NO. 62716 EXP: 6-30-18
''/ll~ DATE
1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
0ATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
GR2017-0010
APPROVED:
OWN BY: GC
CHKD BY: .FC..
RVWD BY: . ll£{L-
ABDI RESIDENCE
(5263 SHORE DRIVE)
PRECISE GRADING PLAN SHEET
PROJECT NO.
CDP 15-45
DRAWING NO.
501-8A
I
I
I
I
I ~ 0 I " .ca l~B De ~~@ il~ •• •► 1~z ~~~ ;! <I
13 ITT o
.-II JI
j rn· ,~1
"'
I ~
I .
I
I
I
I
I
I
I "' J> c'l 0
,~~ I □o ~c
!i ~ ~
:?;I ~CJ] ~ . . •► J~Z ~~~ i<I ~ fg 0 ~ D;il ii Bl -,~1
I ~
I
I
I
O')
0
-+I
~
~
~ ~ 2
G)
2
C ~
[!l m D
CJ D i
2
G)
2
C ~
[!l m
D
CJ D i
2
G)
2
C
~ [!l m D
I
~ ij
PF.OPOSED CONCRETE PAVING
EXISTING GRADE~
PROPOSED SEWER LINE
w z
--'
>-r-es
5 "' CL
II'
~
I\
'
-EXISTING CONCRETE WALK
TO BE REMOVED
r PROPOSED GROUND LEVEL = 40.10
r PROPOSED LOWER LEVEL FLOOR = 30.1 O
f-'===i,I ~~~~~
PROPOSED STORM DRAIN
SECTION C-C:
SCALE
HORIZONTAL: 1" = 8'
VERTICAL: 1" = 8'
PROPOSED TILE PAVING
PROPOSED TRENCH DRAIN.
T.G. 39.90
I.E. 39.15
z :5
CL
PROPOSED CONCRETE PAVING
~
CL
EXISTING CONCRETE PATIO
TO BE REMOVED
0 es "--CL
. "' ~ w
"--CL 7 /' EXISTING WALL V (PROTECT IN PLACE)
DAYLIGHT LINE /
LIMIT OF GRADING
> ci 40.10 \ 6" MIN
j , "--I COVER, TYP.
~~~u~-~;c;a;;~~;::::;::;;;;;;;fru;a:=1=~'!=======~uc::::::~L~~~=====~-l==~~1 UJ~
6"MIN Ii ~
COVER, TYP. PROPOSED 6"
PROPOSED G OUND LEVEL g
PROPOSED CONCRETE ~
PAVING.
PROPOSED GROUND LEVEL = 40.10 \
~ P OPOSED
STAIRCASE.
1 _,,,-EXISTING WALL
I/ (PROTECT IN PLACE)
====~ \=;::':~=4==~--~~L---+-4==±F7
L uj ; I• r---------._ I . ~ EXISTING GRADE
40.19
T.W.
LI-CL I ---------r----------._
PROPOSED 4"
SDR-35 PVC-
STORM DRAIN
PROPOSED LOWER LEVEL FLOOR = 30.10 \ SDR-35 PVC
STORM DRAIN
~ o ..._____ PROPOSED RETAINING WALL,
PROPOSED LOWER LEVEL FLOOR = 30".1"'0~\~~~A==h=,F~~~~=· lc;:::1: _G'-;~ SEE DETAIL R.T10.3, SHEET 10.
I u
EXISTING GRADE
PROPOSED RETAINED EDGE-
OF TILE PAVINGS.
PROPOSED CONCRETE~
PAVING.
35.16
T.W.
SECTION A-A:
SCALE
HORIZONTAL: 1" = 8'
VERTICAL: 1" = 8'
40.19
PROPOSED RETAINING WALL.
SEE DETAIL R.87.33, SHEET 10.
z <(
~ --' CL
vi PROPOSED TRENCH DRAIN 1
SEE SHEET 5
c.: es CL
> 29.83 T.G.
29.00 INV.
PROPOSED CONCRETE
PAVING.
n "' . cd '--'--; N r-
"
w --' w
"' .r ...
I
I
~ PROPOSED SUBDRAIN PER
DETAIL 'L', SHEET 9.
SECTION D-D:
SCALE
HORIZONTAL: 1" = 4'
VERTICAL: 1" = 4'
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
T.F.
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
PROPOSED 6"
SDR-35 PVC
STORM DRAIN
BIOFILTRATION AREA
SEE DETAIL SHEET 8
PROPOSED TRENCH DRAIN
29.83 T.G.
39.16
PROPOSED RETAINING T. W.
WALL. SEE DETAIL 810.3,
SHEET 10.
~
t,
PROPOSED CONCRETE ---~"-
PAVING. '-
PROPOSED TRENCH DRAIN
SEE SHEET 5
29.83 T.G.
27.00 INV.
PROPOSED
28.83
T.F.
"
CONCRETE PAVING ~
=::::;:=:::::~,..,7n"1 I
I
w z
::J
/:.= es CL
0 "' CL
40.19
T.W.
PROPOSED RETAINING WALL.
SEE DETAIL R. T6.3, SHEET 10.
CURB WALL
.... 'i~;:: ·-·-.::J---:--;:,
t'1111wffilllllwlll!!-BOFILTRATION AREA
11 m-III= ''=--11=: sbE DETAIL sHEET a tc;III ITT=-' 111 Ill 11=111=11=111=111=
._ I,: 1Il*llii$JPROPOS, ~ UBDRAIN PER
"'-_ JJ11~1-II i'!!c! 11111p_E_T ~IL_ L. sHEET 9.
"-._ 1 ,, II ffi I Ill Ill I
il-(-:;:::i=,;:irin o.
,...._' .. ~ 33.82
T.F.
t-,_---PROPOSED SUBDRAIN PER 0~, DETAIL 'L', SHEET 9.
SECTION E-E:
SCALE
HORIZONTAL: 1" = 4'
VERTICAL: 1" = 4'
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE. SUITE 2 I 0, SAN DIEGO. CA 92131 PH (858)831-0111 FAX (858)831-0179
/i . ' ENGINEER OF WORK
~~y{)E DATE INITIAL
REGISTRATION NO. 62716 EXP: 6-30-18 ENGINEER OF WORK
PROPOSED 4" PVC/
STORM DRAIN Q Q
PROPOSED PUMP
STATION PER DETAIL
ON SHEET NO. 8.
w z
--'
/:.= es 5
"' CL
)
PROPOSED SUBDRAIN PER
DETAIL 'L', SHEET 9.
SECTION 8-8:
PROPOSED CONCRETE
PAVING.
SCALE
HORIZONTAL: 1" = 8'
VERTICAL: 1" = 8'
40.19
T.W.
PROPOSED RETAINING WALL.
SEE DETAIL R.B12.3, SHEET 10.
40.16
T.W.
:z <(
PROPOSED RETAINING WALL.
SEE DETAIL R. T4, SHEET 10.
PROPOSED TRENCH DRAIN -
SEE SHEET 5
29.83 T.G.
27.00 INV.
h
L..
vi c.:
I../
--' CL
"' w CL
> w --' I' w
\
'
,__~ PROPOSED SUBDRAIN PER
0' DETAIL 'L', SHEET 9. ............ ~
'"' 36.10 __ ___. T.F.
PROPOSED CONCRETE--, L..
PAVING.
l
SECTION F-F:
SCALE
HORIZONTAL: 1" = 4'
VERTICAL: 1" = 4'
PROPOSED SUBDRAIN PER
DETAIL 'L', SHEET 9.
RCE'
REVIEWED BY:
INSPECTOR
"AS I UILT"
EXP. DATE
DATE
'
I SHiET I CITY OF CARLSBAD LTIJ '
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING
ENGINEERING DEPARTMENT
PLANS FOR:
ABDI RESIDENCE
(5263 SHORE DRIVE)
GR2017-0010 , DETAILS & SECTIONS
APPROVED: /J. ););\J JASON 1si ~pP~l:
CITY ENGINEER/ RCE 63912 EXPIRES 9 /30 /18 J.p DATE
DWN BY: --'G\!'C..._
CHKD BY: .re..
RVWD BY: J>E/1-
PROJECT NO.
CDP 15-45
DRAWING NO.
5O1-8A
•
)
......
~
i
2
G'l
2
C s: OJ m JJ
□ ll ~
2
G)
2
C s:
OJ m ll
0:,
~ ~~
...i. ~ ~~
~
~
SUMP WITH DUPLEX PUMP SYSTEM (PVT)
NOT TO SCALE
DUPLEX CONTROL PANEL W/ALTERNATING
STARTER OPERATION MOUNTED ON WALL
OR FACE OF BUILDING
36" ¢ x 72" FIBERGLASS
PREFABFICATED MANHOLE (MODIFIED TO
HAVE FLAT BASE WITH NO OPENINGS A)\ I ~ r 2 PVC FORCE SCHEDULE 40
BASE) I
TO BIOFILTRATION BASIN
I I TOP MANHOLE 29.9 =
• ( )
4" OVERLFOW DRAIN-.......... . • 1.0' MIN. COVER .
' t ALARM . HIGH WTR
•. 28.45 -' T?'---FLOAT SETTING 2 LAG PUMP ON
27.45
' ' • FLOAT SETTING 1 LEAD PUMP ON
' 26.45
', ' ..
30 " MIN. OFF /ALTERNATING FLOAT ,....... ,,.... 25.45
--C -= -·: BTM SUMP -~-·· -.,. . ...... ,.. __ , .... , ... ; ·. 23.95
36" ¢
NO SCALE
PART DESCRIPllQ/'l: PAAT/l'RINT /J,
OB-.'Hl-100 ::lGNJl FIBERGLASS BASIN W/ ROUND ANTI-FLOATA?ION COLLAR
d
,0
]> ,:::
~ z
C1
-I
I
r7
V)
0
' r7
7J
,0
0
7J
r7
,0
---1 -<
0 -~
]>
7'
~ z
d
C
V)
---1
,0
~ r7
V)
~ z n
72"
I.!l,
(6l 3/8' TAPS
,,,-----EQUALLY SPACED
60' l~N A 38 l/2'\ll HC.
0 j
ROUND FlBERGLASS ANfI-FL□Af (-100) 7 '
• I
• I . : --------+----------
• I
• I .
I .
"-..~ I _,.
I
I
I
I ---------f------3~'------1
40'------..j
® AK INDUSTRIES !NC, DRAWN BY1
205'5 PIDC□ DR, PLYMOUTH, IN, 46563 A.HARTUNG
PHONE•<574l 936-6022 J,C□NLEY
SCALE•
NOT f□ SCALE
REV1S1□Nlt• SIGNATURE•
0.'!1/25/16
5'
9UPLEX NON-CLOG SUBMERSIBLE PUMP
• SINGLE ¢ POWER
e STAGGERED FLOATS
• 2"¢ DISCHARGE LINE
(EACH PUMP)
• HIGH WATER ALARM AT 4.5' DEPTH
• ALTERNATING STARTING PUMP
CONTROLLER
100 YEAR STORM FLOW PROPERTIES
25 GPM TOTAL
CONTRACTOR TO SUBMIT SHOP
DRAWINGS OF SELECTED PUMPS
AND SYSTEM, INCLUDING PLUMBING
INSIDE OF MANHOLE
UOW ~I..IU:ME~TS !lf" .IIASlll$ /IR~ ALL l,!).,
lf i'OT OIHEJ.111~'£ SPECJFlEll
r (6) 9/16" HOLES ON A
38 1/2"0 B.C.
EQUALLY SPACED
423 I_[§ 4
l
,j j 1~
40 3 4
TD CUSTOMER•
EXAMINE THIS DRAWING CAREFULLY. VERIFY ALL DIMENS1□NS, LOCATIONS, AND ELEVATIONS FDR ACCURACY. SIGN
AND DAT!;: AT LINE, ANY M□DiqCATIONS OR CHANGES TO THIS DRA'JING DR FINISHED PRODUCT, AFTER IT HAS BEEN
SIGNED, MAY RESULT IN ADllIH□NAI,. CHARGES AND SHIPPING DELAYS, NO JO] \./ILL BE STARTED UNTIL CONFORMATION
THROUGH SIGN4TURE.
<REQOES I ED SIGNA I ORE & DA IE PER ABDVD
CONFIRMATION THROUGH SIGNATURE RELEASES ORDER FDR PRODUCTION
2055 PIDCO DRIVE '"'" PLYMOUTH, IN 46563
(574) 936-6022
C!JVOI OCIC~ll'l~ Q.Wl!a/
GL-JSFSC-43
-It <I< C/£CKED lfl',
8.SNYDER □ MS 4/28/14
Revision
0
I
' Technical Data -Utility Pumps KP 1so, 2so,l3sol Technical Data -Utility Pumps KP 150, 250,)350)
Electrical Data
Pump
rype HP
KP150 1;,i
KPl50 1/3
KP350 1/2
Techuical Data
Performance R<1nge
• Flow. 0.5 • 62 GPM
• H1:<1•J: ~-'t. '.11 ft.
Solid:; Handling:
• ?,/if Sphr:1ical SoJl,J$
Motor Type:
• AC Ind uct:0n
Serv!L~
F,1ctor
1.6
1.6
1.6
, • Water/C:~(•~ol FIiied (SML 2)
• r:la~s F 1nSul-;1tlo11
Motor Duty:
PH
l
l
l
• So:mi•Continuous 1f Fu iiy ~ubmerged
-Max . .<J. ho•Jr',, in a-N h0ur p<::"rlo1
Start> Per Hour:
• lO
Input
VolUge
115
l1S
l1S
Minimum Llnuld Level 1Above Bolt om of Pump):
• Mariu:'.l! Operaton:
-\V11h S uc.tlon s1 ral ncr, 1.0 inches
-Witho•Jl swtI0n stra111'::r, 1).5 inch;c.:,
• Aut.ornat.lc cp~rauon:
· ~:p 150, I(? 250: 3j W.h>:s
-KP 350: 4.0 incl1es
Perforrmrnce Curve
H,---------------~
[R)f.-lr',_,,"1'1
v,p 250
"
"
" l{P !~O
12
•
4
M;1xlmum Power Maximum tocl<;ed Rotor Nominal ConsUmJJtlOr\ Current current (Amps) SJ)eed (Rpm) {Watts) (Amps:)
300
4?0
800
pH Rang,n
••lto9
2.9
4.9
75
Thermal Protediqn=
• Internal re~':'tting
B.7
145
21.4
fluid Temperature Limits= (Totally Submerged)
• 32° • It2'F (0° • 50'() Se1111-C '"Jntin1Jo u,•
• 12" -15-S"F (O" -70'C) ln.terrnitte.nt
Discharge Size:
• H/4" FernaleM'T
Impeller De~lgn:
• 3eml-Open
Maximum l11st.dlat!qn Depth Below Water level=
·30k
Approvals:
, CSAA:,provcd
, IJ L Llstc:d
Length of P1JWer Cord,
, 10 orjls itj
3)50
3350
3350
Dimensional Drawing
'-'
--A--
Dimensions and Weights
Motr.ir Dcita DI Dimensior,5 (lnche:,) Ship Ship
Pump Disctlarge Wt. Vol.
Typs! HP $.F. PH Volts NPT A B C D ' F G (lbs.) (cu.
ft)
KP150 1/4 1.6 l 115 1-1/4"' 5-7/8 5·7/3 3-7/16 3-7/3 5-9/16 H/16 1-1/4 15 0.5
KP' 50 ") 1_1', l 115 1-1/4" 5.7,3 5.7/3 3-7/16 3.713 I 1.g/16 r.'" -1.114 I' 0.5
KP35O 1/2 !.6 l ll.5 1-1/4" S·7/3 5-7/3 a-11/i6 9·1/3 5-9/16 H/16 l·!/4 18 0.5
Materiuls of Construction
Description Materfal
Pump Housing 304 55
Strainar 304 5S
Impeller 304 55
Shaft 431 ss
Fa$tener~, wear Plate, 3045S Lock Nqt, Washer
Bearings Compounded Carbon
seal Ring; N8R
Power Cord Jacket Neopr<.,ne
Grommet Neoprene
Motor fluid Wat;!t/Glycol Filled (SMl 2)
I
18 GRUNIDJF:'QS• ~ GRUNDll=OS•~ 19
CLEANOUT DETAIL (PRIVATE):
NOT TO SCALE
PAYERS SECTION
(WHERE OCCURS)
TRAFFIC LID SET TO GRADE
IN PAVER STONES, CONCRETE
OR A.C. PAVEMENT
PROPOSED A.C. PAVEMENT
(WHERE OCCURS)
~~~%~~~~ .___ V)!' />-,
~RISER PIPE (LENGTH VARIES) (SIZE TO /-<✓ MATCH MAIN LINE FOR 4" THRU 6" PIPE;
8" RISER FOR 18" PIPE)(P.V.C., SCH. 40)
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT 1.0. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
TWO WORKING DAYS BEFORE YOU DIG
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH 1858)831-0111 FAX {B58)831-0179
--\ ENGINEER OF WORK
Joh~-s. C-J;{;yL..-E ________ _
REGISTRATION ;fJ. 62716 EXP: 6-30-18
_II jnµL
DATE DATE
39.40'
± 7'
(PER PLAN)--!
6' PVC INLET I
I.E. 36.92'
MIN.
CLEANOUT W/
CAP
PROPOSED FINISH
.:.-~ GRADE 38.90' FREEBOARD
DROUGHT TOLERANT
•--VEGETATION PER
LANDSCAPE PLAN 38.9'
37.90'
37.65'
36.90'
9"
PONDING
35.40'
I.
18" ENGINEERED
~~c.;c.J~
-1•1 ' 1= , ---f ,---' ·---·· -_, 1,--·, 1--·1 1 '·-J '1=·,~·--.,·::·,: :_:::.:::::i
:=::j, 1::.·_=, !eccl I I RETAINING WALL DRAIN PER "i; • -; 11··-1, ,,
DETAIL SECTIONS ON SHT. 7 , 11 I[' '
RETAINING
WALL
AND DETAIL 'L' ON SHT. 9
8/0F/L TRA TION PLANTER
NO SCALE
3"
/
CURB WALL 1 12"x12" BROOKS 80
'-_OVERFLOW CONTROL
RIM 37.65' I
I.E. 33.90' 1-1=-•• FILTER COURSE I
:.!,!J::j::~-IMPERMEABLE LINER
·.:±1;::E~::---6" PVC OµTLET I.E. 33.90
PERFORATED PVC PIPE
UNDERDRAIN, HOLES DOWN,
0.5% MIN SLOPE
I.E. 34.15'
DRAINAGE RELIEF WELL, 3" MIN
CLEARANCE AROUND PIPE, W /
CLASS 2 GRAVEL
* SOIL MEDIA CONSISTS OF 85% WASHED COURSE SAND, 10% FINES (RANGE: 8-12%; 8% = 2
IN/HR INFILTRATION RATE, 12% = 1 IN/HR INFILTRATION RATE), AND 5% ORGANIC MATTER. FOR
ADDITIONAL STANDARDS SEE S/JN DIEGO LOW IMPACT DEVELOPMENT DESIGN MANUAL SECTION
1.2.4.2 SOIL MEDIA MUST MAINTAIN A MINIMUM INFILTRATION RATE OF 5 IN/HR
** FILTER COURSE: ONE 3" LAYER OF CLEAN AND WASHED ASTM 33 FINE AGGREGATE SAND
OVERLYING A 3" LAYER OF ASTM NO. 8 STONE
B ~~~:E.!.~L',.~ 11
•• ,"
H l§.. :3e, 10 r 1
1.7e,I: i<Jo i'IF
ENCLOSURE RATING I . c=J l " IJVjoor, NEMA I (rrn,l'JI} ~ W "' Weaths!rprool, NEMA 4X (,ong,n~ered ~ermop!,nlicJ
STARflNG DEVICE-------~ r'7l 1 "magne:1ic motor rnn!e,clor 120i2081240V D '.3 "rr.a;;rie:t,:; :r.ofor ccnt;.dor 120V •:mly
PUMP FUU LOAD AMPS---------~
0 -"Q-7FLA
t = 7-'15 Fl.A
2 " 15-20 FLA
3 a: 20·30 FLA
PUMP DISCONNECTS-------------___,
C],,o "110 pump discoonect ~ 4 "circu,t breaker 12C'/ (;eiect STARTING DEVICE op:iau '3 abo•i;!)
c12~0~/2~'"1~/2;;40:V.:.."::'::''::"::s·::rAA=Tl:.:NC.::.'.::.D.::.EV::IC::E::':.:'::lio::"::' ::'"b::"::'.:..' ___ J F.l..OAT -SWITCH APPLICATION rvf (8,.Jr L "'pumfi dOwn or pump up (sel;,ct 17 option) D X"'noil,,ab
*
OPTIONSust~dbe/o,-;---------------------__J
ENGLOSURE UfJG!LEo-If you S';!iecte1 one or rnoro oft/le * oplio11~. or IY/0 -.,; * cptioni,
a 011e-rm<= enci,i~u1t.i Lpi;!.e tee would ;;pply.
COOE
D
D
1A Red b-.~•;?n <1d1 ! ~o 3,,d-o
(m1,101 o;;:e1.'i •1r fq, ;Ji;,rm a"'Aii~e)
IC. Hern ,x.:J I r,,l ·,,,~:al
D 1<"' 1 QK ,l/1:1..;:cr:d;,1·,$-J~on n1a:~r D 11C'NEMA1~I~rmpanijl D 110 NEMA~XiiiarmpaEld! (m;_1,1 ;;;;ie;::i 'O" tr;r a!m-m pi!cAaqe)
D.ii.1, JA Al::mn 11:;,n,,r QZf :I< )~ i1;,m.li!I ~IJr:n rP,~,;t D A-4A rlud J:ida·:I ui!
D * 148 M~in rliacorir1e.cl (ro/r;r; it/111. 1muntarf liw.>LJgh door 11011.-Fv~~a)
(mu~/ 5,1,"ed ,;i,~,,I /;1;:ai<dr)
D
/Ju!,id Op!,,;r1 -1;) .I 1:0~'.s 11;,;,'ud"d)
48. R"d reji,r.dill1! oil jr,,j,ec;\Qr & iJ!Jnt1
(n'ui! .>.;:,;c/ Op!:on ./,.\ ii/Jo} D 40 Rs•~und-,nt '.)ff TI•;,ai
(m~s! a,;,'ect .;A o;X:on) i,,~i'1ci 1 / ,pi,vo) D Jc 6A Ti1m:na!culcLt1he~!won_;o, ~•.Jto,e%1
(for pu1;,p~ w,t.oan~a! :;wit~h !0;1~s-) D k 5E' Seal !:ohra drcu1) & ,;,cl lmfo:at,r (2 wi:·e)
LIZ] 6A Av~1liar, ~l<1rm ,;(:ll\:IG\, /,;,rm C
(,:~c!udcd a~ ~/,,Ji</,1,dj D * 8A E·ups..sd ;':ne <eeler D;, tjC Ev~n! (c1c1ej ,;ouow D * S_A r>~,q, OBr!~:a<l
~P\/Gfy ~rnP'<•U\-1~ !.irt~r n;..m~cr S foJ:-,w~d by le1t~r 'A"
~.<ample;· g: 21-, aa ·12 ,w1p ~urrp •□ 0-iSflA
__/i. D ::s-:.i..: FLA
L",[J IOE L<:ckd:}la l~1d, -MEIV.A~X □ 1\IE L,;cl\a:;,1~latch. MEI,!;\ 1 D;, I Cf L:',ic'.rin;J Jrr~sto, r~~;,,,..-f µ,;,r,µ G,m,,!bc~#~r)
* D G·:iQ FLA (t'Jtai ol b•~til D'J1:1ps) * D n.13Q~lA(tota1olP~thpu,rpsJ D tGA I-Yc<l1.Jml.11-..,of20"(pw,11a/)
DD 1Ba 10'L'\J(<Ji111,.,,.,,,rzo· (p~rii<;~i)
1$C 30'wr<linli'.':Jof20" (p1:rlio~1) D 1130 40" co1;J i~ !:au of 20' {r11;r flo~t} Q/ 17/1 SJE:Si1ns1,M.i.sl'ar°/;iipec!~mp4iP7ri/o;.il)
Qi:] 178 G-JC :S,9,•al/·,l~sli':{· / axterna.ly w1~1,r11e1 O (p.,r 1/oJ!) 0 1'/C !lenwr Fio.i,tI I inls1rr~1;:, ,,~i,:_;hts;J A (F"' flcatj D l 70 $-,mor float'! ext;,rnail;; w,;1g,h!s1d .Ji. {ps1, ll~~,)
DD 1iE $$<1so,float'\il.nil;;i:;,;,d<\"'P J. {peifloal)
HF S~11s,;i' Flo~l"l,1,nl I ;i~t<Jrn11J1 weig!lt<ld A (p:u 1/:<!iJ.li Q.,.,-l7J S1n~o•Flflal''lp1~;,cl,:;m;, A,(p~r,!,;et)
LY.I. 19t.l Le~d 'Jg :;1lw.1or ,wit~), [£'.t l~F FrJ~ltil ;ro~l '.o separme alinn [L<nct,on fr~m 11.l'./ D IH TOA (Tes:iOffiAIJtom,;t,c) ov.,lct1':!~ und pump rjn li(ji,ts
tl•rou~n ,;ioor mo~nt.,,J 0 19U HOA (Hw1,:J/O!!JA,.110ma(ic) s1<1tche.s ar,d p~,n:, :•an :;9hts
, l,~r ~~g,, coor 1110Lm~d
D I\JX D'JCr n,o~nted p~rr,j:, run md:catcr -8 Mec~•,inc~ily-adivated J.. MarL'-'r;•a~!n~te<J
" "''' -~ ' .. ' "·-·,,,. ,''"'""''-'"'"°"'"'',;,,·¢,~ ' . -.-y , " ,' ,.,.,,. ",' ,-,,;.,,,,·~· ~,,,\,),.><,"J:
SAMPLE
MODEL I 122 I i j i i I I i T T [~ 6A 8AC 17A I
Alarm Pac~a9e --
Enclosure-Ra!lng
Startin.,, oe .. lce
Pump Fwll L<Jil.J Amp,;;
Pump Olsconnecl
Float Swlto::h /lppl!cation
Option,;: AUJtlliur/ alc1rm contact, fom1 c,
E!<'lp:;cd Uuw nrnti:r, ave111 {c.yi:le) c.oun\er,
SJE SlgnaiMaster" I plpe c.famp
GRADING
'
ii
r
.
"AS BUILT"
RCE __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PLANS FOR:
GR2017-0010
ABDI RESIDENCE
(5263 SHORE DRIVE)
DETAIL SHEET
DATE
DATE
~ L___2:_J
APPROVED:
CITY ENGINEER
JASON S: ?._El DERT
1zµ, 21?
EXPIRES 9 30 18 -~
l
INITIAL DATE INITIAL DATE INITIAL OWN BY: GC
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY: -=-.>~C:.-
RVWD BY: QEIL-
PROJECT NO.
CDP 15-45
DRAWING NO.
501-8A
<J) p ~ 8 Cl I :!i ll igo ~ i} !a □ ii 1,§ .o "' ii!~ 2 0 • ~" (j) J 'Qz ~ ?a~ 2 .,. (~ =~I C :i! rn o .;J r_n -0 s ,-,om i~~ Ill
I • I m
lJ
I
I
I
I
I
I
I
I <J) p
~ 8 Cl I~~ lJ ~ I,, C rn@ ;II :□
fl ~ • 2 ~, (j) l~z i~~ 2
~ 1n a C rn 'D s ,,. :om iii: rn-,~1 Ill m
I ~ lJ
I
I I ,
I
I <J) p
~ n 0 Cl I :o :8 ll ., 0 ~ r □ □c z~~ m rn < 2 ' . !ii:;, (j) :!I ~z ~2~ 2 0 C ; ;~I C
1i5 ~~ s c: m-m i~I Ill m lJ
I ~
TABLE 1705.3
REQUIRED VER/FICA TION ANO INSPECTION OF CONCRETE CONSTRUCTION BY SPECIAL INSPECTION
VERIFICATION ANO INSPECTION CONTINUOUS PERIODIC REFERENCED /BC
STANDARD REFERENCE
I. INSPECTION OF REINFORCING STEEL,
INCLUDING PRESTRESS!NG TENDONS, AND --X AC! 318: 1910.4 PLACEMENT. 3.5, 7,1-7.7
2. INSPECTION OF REINFORCING STEEL --AWS 01.4 --WELDING AWS 01.4 IN ACCORDANCE WITH
TABLE 1705.2.2, ITEM 2b AC/ 318: 3.5.2 --
3. INSPECTION OF ANCHORS CAST IN
CONCRETE WHERE ALLOWABLE LOADS HAVE X AC! 318: 1908.5, BEEN INCREASED OR WHERE STRENGTH --
DESIGN IS USED. 8. 1.3, 21.2.8 1909.1
4, INSPECTION OF ANCHORS POST-INSTALLED X AC! 318: IN HARDENED CONCRETE MEMBERS, 'b ----3.8.6, 8./,3, 21.2.8
5. VER/Fl/NG USE OF REQUIRED DESIGN MIX. --AC! 318: X X CH. 4, 5.2-5.4
6. AT THE TIME FRESH CONCRETE IS SAMPLED
TO FABRICATE SPECIMENS FOR STRENGTH X --ASTM C 172 1910.10
TESTS, PERFORM SLUMP AND AIR CONTENT ASTM C 31
TESTS, AND DETERMINE THE TEMPERATURE AC/ 318: 5.6, 5.8
OF THE CONCliETE.
7, INSPECTION OF CONCRETE ANO SHOTCRETE X --AC/ 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 PLACEMENT FOR PROPER APPLICATION
TECHNIQUES.
8. INSPECTION FOR MAINTENANCE OF X --AC! 318: 5.11-5.13 1910.9
SPECIFIED CURING TEMPERATURE AND
TECHNIQUES.
9, INSPECTION OF PRESTRESSED CONCRETE:
a. APPLICATION OF PRESTRESS/NG FORCES. --AC/ 318: 18.20 --
b. GROUTING OF BONDED PRESTRESS!NG AC/ 318: 18.18.4
TENDONS IN THE SEISMIC
FORCE-RESISTINGSYSTEM.
10. ERECTION OF PRECAST CONCRETE MEMBERS. --AC! 318: CH. 16 --
11. VERIFICATION OF IN-SITU CONCRETE --X AC! 318: 6.2 --STRENGTH, PRIOR TO STRESSING OF
TENDONS IN POST-TENSIONED CONCRETE
AND PRIOR .TO REMOVAL OF SHORES AND
FORMS FROM BEAMS AND STRUCTURAL
SLABS.
12. INSPECT FORMWORK FOR SHAPE, LOCATION --X AC! 318: 6.1.1 --
AND DIMENSIONS OF THE CONCRETE
MEMBER BEING FORMED.
FOR SI: I INCH~ 25. 4 MM.
A. WHERE APPLICABLE, SEE ALSO SECTION 1705.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
8. SPECIFIC REQUIREMENTS FOR SPECIAL IN.SPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED
BY AN APPROVED SOURCE IN ACCORDANCE WITH AC/ 355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC
REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIRTFLENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN
PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
2013 CALIFORNIA BUILDING CODE 111
COPYRIGHT TO, OR LICENSED BY, ICC (ALL RIGHTS RESERVED); ACCESSED BY EMIL MERTZEL ON DEC 2, 2013 5:49:16 PM
PURSUANT TO LICENSE AGREEMENT. NO FURTHER REPRODUCTIONS AUTHORIZED.
TABLE 1705.6
REQUIRED VER/FICA TION AND INSPECTION OF SOILS BY SPECIAL INSPECTION
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY OUR/NG TASK LISTED
I. VER/Fl MATERIALS BELOW SHALLOW
FOUNDATIONS ARE ADEQUATE TO ACHIEVE --X
THE DESIGN BEARING CAPACITY.
2. VER/Fl EXCAVATIONS ARE EXTENDED TO
PROPER DEPTH AND HAVE REACHED --X
PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS. --X
4. VER/Fl USE OF PROPER MATERIALS,
DENSITIES ANO LIFT THICKNESSES DURING X PLACEMENT AND COMPACTION OF --
COMPACTED FILL.
5. PRIOR TO PLACEMENT OF COMPACTED
FILL, OBSERVE SUBGRADE AND VER/Fl --X
THAT SITE HAS BEEN PREPARED
PROPERLY.
"' SUMMARY OF SPECIAL INSPECTIONS FOR CMU RETAINING WALLS IN ADDITION TO CBC TABLE 1705.3 & 1705.4 _, _,
e§ I. VERIFICATION OF CONCRETE SPECIMENS ANV OR PRISMS (CONTINUOUS)
"' ,:; ,:;
~ ct:
2. VERIFICATION OF SIZE, GRADE AND LOCATION OF REINFORCEMENT PER PLANS (PERIODIC)
~ 3. VERIFICATION OF EXCAVATION EXTENDED TO PROPER DEPTH AND DESIGN BEARING CAPACITY PER PLANS (PERIODIC)
V)
ct: 4, VERIFICATION OF USE OF PROPER MATERIALS DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF BACKFILL ii' PER SOILS REPORT (CONTINUOUS)
O:\ORAVttNG f"ILES\TITlE SHEETS\GRAOING TlTI.E SHEET,OWQ REVlSED:01/05/16
I.
2.
3.
4.
5.
6.
7.
8.
9.
11.
12.
IJ.
14.
15.
I.
2.
I.
2.
3,
4.
5.
6.
7.
8.
9.
11.
12.
CONCRETE NOTES
ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE [CBC} & AC/ 318-11.
CEMENT SHALL CONFORM TO ASTM (C-150) TYPE I OR II.
FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM (C-33) FOR STANDARD WEIGHT CONCRETE.
LIGHTWEIGHT CONCRETE AGGREGATE SHALL CONFORM TO ASTM (C-330) EXPANDED SHALE OF APPROVED MANUFACTURE.
DRYPACK SHALL BE COMPOSED OF ONE PART OF PORTLAND CEMENT TO NOT MORE THAN THREE PARTS OF SAND.
ANCHOR BOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING OF CONCRETE.
CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR TEN DAYS OR BY AN APPROVED CURING COMPOUND.
REVIEW ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO
BE CAST INTO CONCRETE ANO FLOOR DEPRESSIONS, PITS, ETC.
SEE ARCHITECTURAL, LANDSCAPING, CIVIL, AND REGIONAL STANDARD DRAWINGS FOR LOCATION OF EXPANSION JOINTS,
SCORING, ETC., FOR CONCRETE WALKS AND SLABS.
THE MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS, THE MAXIMUM AGGREGATE SIZE, AND THE SLUMP
SHALL BE AS FOLLOWS UNLESS OTHERWISE SPECIFIED ON THE PLANS:
SLAB ON GRAGE, RET WALL FTGS
STEM, RET WALL
STRENGTH (Psi)
2500
MAX AGGREGATE QN)
I
SLUMP (IN)
4
2500 4
ALL CONCRETE SHALL BE STONE WEIGHT CONCRETE EXCEPT AS NOTED.
CONCRETE STRENGTH EXCEEDING 3000 PSI SHALL HAVE A "SPECIAL INSPECTION" BY A CERTIFIED DEPUTY INSPECTOR
DURING CONSTRUCTION.
TILT-UP CONCRETE PANELS SHALL NOT BE LIFTED UNTIL REACHING THE DESIGN STRENGTH.
NO JOINT WELDING OR POURING OF PILASTER OR POURED STRIP UNTIL TILT-UP PANELS HAVE REACHED 28 DAYS
AFTER POUR
SLAB-ON-GRADE SHALL BE REINFORCED WITH 6X6-Wl.4/Wl.4 E.W.W.F. UNLESS OTHERWISE NOTED ON PLAN.
JOINT NOTES
VERTICAL CONTROL JOINTS SHALL BE PLACED AT JO FOOT INTERVALS MAXIMUM.
VERTICAL EXPANSION JOINTS SHALL BE PLACED AT 90 FOOT INTERVALS MAXIMUM ANO WHERE RETAINING WALL
MEETS BUILDING WALL.
REINFORCING STEEL NOTES
BAR REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, FLAT SHEETS. KEEP RDNFORC!NG AT CENTER or
SLAB-ON-GRADE.
DETAILS OF RDNFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF AMERICAN CONCRETE INSTITUTE
318 UNLESS NOTED OTHERWISE IN THIS DRAWING.
LAP BARS IN CONCRETE CONSTRUCTION SHALL BE 36 BAR DIAMETERS (18" MINIMUM) UNLESS NOTED
OTHERWISE ON A BAR SCHEDULE, DETAIL, OR NOTE IN THIS DRAWING. LAP BARS IN MASONRY CONSTRUCTION
SHALL 8£ 48 BAR DIAMETERS (24" MINIMUM).
LAPS OF WELDED FABRIC AT SPLICES SHALL NOT BE LESS THAN B INCHES.
REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE
REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION.
SPACER TIES; FURNISH #J TIES AT 24" O.C. IN ALL BEAMS AND FOOTINGS, UNLESS OTHERWISE SHOWN IN
THE DETAIL.
ALL REINFORCING STEEL, ANCHOR BOLTS, AND DOWELS SHALL BE SECURELY TIED IN PLACE BEFORE PLACING
CONCRETE OR MASONRY GROUT.
ALL CONCRETE BLOCK WALLS SHALL BE DOWELED TO THE SUPPORTING FOOTING WITH BARS OF THE SAME SIZE,
GRADE, AND SPACING AS THE VERTICAL BARS IN THE WALLS.
WELDING OF R[INFORCING STEEL, IF PERMITTED BY THE ARCHITECT, SHALL BE ASTM A-706 REINFORCING STEEL
N CONFORMANCE WITH THE "STRUCTURAL WELDING CODE -REINFORCING STEEL" OF THE AND BE DONE I
NG SOCIETY AWS D 1 .4 BY WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN.
GEN ELECTRODES, GRADE (£80) FOR GRADE 60 REINFORCING BARS. SPECIAL INSPECTION IS
LL FIELD WELDING OF REBAR.
AMERICAN WELD!
USE LOW HYDRO
REQUIRED FOR A
I
SUBMIT RE:tNFOR GING SHOP DRAWING FOR REVIEW BY THE ARCHITECT BEFORE FABRICATION.
PROVIDE THE FO LLOWING MINIMUM CLEAR covrn· OF CONCRETE OVER REINFORCING STEEL UNLESS OTHERWISE
PLAN: NOTED ON THE
ON EARTH SIDE
ON EARTH SIDE
EXTERIOR WALL
INTERIOR WALL
TIED COLUMNS
WHEN PLACED AGAINST EARTH
WHEN FORMED
STEEL ABOVE GRADE
STEEL ANO SUPPORTED SLABS
(STIRRUPS) ABOVE GRADE
PS) ABOVE GRADE BEAMS (ST/RRU
WELDED WIRE F, "ABRIC
3"
2"
½"
¾"
I½"
I½" i
CENTERLINE OF' SLAB
DESIGN STRENGTH IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT f'c~2,ooo psi
Fy~B0,000 psi
ASB=4,000 psi
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
\
--------------------------------
ON
I !fl'( It/
It/ TRW=40, 10
I 8RW=29,92
\ R.T4 TW=40.19
0 R.812 'fl '-...r-It/ TF=2 . 10 I -,
I
\
\
\
4
\
\
\
\
\
\
• I I
I
a • I I I
10
\
\
TF=36.19
TW=40.19
TF=33.86 ),
NICHE 2 __/
R.TB.3 TW=40.19
10 TF=31.86
S£~'R£TAINING WALL @
NICHf;" DETAIL, TYPICAL
\
\ . T10.3 TW=40, 19
10 TF=29.86\
\
\
F.G.
R.811
10
\
\
\
\
\
\
• I • I
WATERPROOFING (VULKEN
MEMBRANE OR MIRADRI 861
MEMBRANE) -TO TOP OF WALL , I
I I I l >-><---PROTECTION BOARD
•
a I • I • l 1~--MIRADRAIN 6000 (OR SIM)
, (TO BE LAPPED OVER DRAIN) .,
. 'I '-,
'
I
I
. l ~o """o_,,____o
<I_. I ooooc
I
. I
• I .
PERFORATED PVC SCHEDULE 40,
4" PIPE WITH 0.5% MIN. SLOPE,
WITH 1.5 FT tRAVEL I" DIA.
MAX, WRAPPED W/FILTER CLOTH
MIRAF/ 140N OR SIMILAR.
NOTE: T/-1/S IS NOT A STRUCTURAL DETAIL. IT IS FOR
INSTALLATION OF WATERPROOF/NG AND FOOTING DRAIN ONLY.
RETAINING WALL AND FOOTING DESIGN ARE NOT A PART OF
THIS DETAIL.
DETAIL 'L' -TYPICAL RETAINING
WALL WATERPROOFING AND DRAIN
NO SCALE
-
\
LOWER COURTYARD
R.87.
10
~1 J" CLR TYP
' 4 • • •a
,
i • • ·,
'
~.
<o 4
' rs" LAr:>
f--. '{ ,
• 4 '
DETAIL '.A'
,
.
• 4,. • .. • a .,
• \_ 1s': lA/o'
I":, A <t -• 3
• @ I ~#4 I I '-/14 @ 18" MIN
1----t--LARGER OF THE TWO
ADJACENT FOOTING
THICKNESSES, 'r' (BUT NOT
LESS THAN 12')
REINFORCEMENT AT FOOTING STEP
NO SCALE
--------------------------··--·--·-·-·~· -----~-.. -----, ·-,
4 _____ 8 12
SCALE: 1 "=4'
"AS 8 U IL T"
RCE __ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
8-1-1
90% of Mox. Dry Density TWO WORKING DAYS BEFORE YOU DIG
~ESS/
., s. co,,_
:!:-"' "' s; ~
1------1--+--------------a--+--l----l-------l I SH~ET I CITY OF CARLSBAD ~
ENGINEERING DEPARTMENT ~
~G::::R=A::::D::::IN::::G'...::::::P=L=AN=S==F::::O::::R:::: ::::::::::::::::::::::::::::::::=:::::::===::::'.-====!
/ \ I ENGINEER
JO~~ty(S_~_E _____ _
OF WORK
RCE C062716
No, C062716
11 l-i1fn._
DATE
1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
APPROVED:
OWN BY:
CHKD BY: ,re..
RVWD BY: Qf !l.--
ABDI RESIDENCE
PROJECT NO.
CPD 15-45
DRAWING NO.
501-8A
15-0il4
(D
0 ....,
...1,,
"'
~ ~
2 [j)
2
C s:
Ill m
JJ
Cl JJ
i
2
(j)
2 C s:
Ill m
JJ
~ (JTl
~ ""' &i ~
STAIRS AREA
GARDRAIL PER
ARCH
6Jjconc. wall
#5 @ 16" Vert.@ edge
5@18" O.C. Horiz.
1 o" cone. wall
#7 @ 16" Vert.@ edge
(1)6@18" O.C. Horiz.
.18"conc. wall
0
2"
0
1----+l--/ 0"
' "' I ;,-,
#7 @ 16" Vert.@ edge --~=::::":ft--------l
(2)5@ 18" O.C. Horiz.
-.....J-~++t-----18" " <X)
0 I
'6
I
__ 7 2" #7@16' N
Two layer:• ~:"Ho -'~-iz-. b-a-rs----1~:·,'-'-: :;·,·,i::--"-::.±=::::::t::@=H7ee~~j-
2
,l" t---'---.L.
1'-6" (top & bottom) L ?:.-,~=:.c=::--t-"' • • (6)#4 @ 15" as shown:-___ __J _ __,
#7@16' --+-~
@ Toe
#7@16'@
Center On Key
2'-8"
J"
41-2"
6'-9"
RETAINING WALL
Scale: 3/8" = 1 '-0"
LOWER COURT YARD AREA
GUARDRAIL PER
ARCH
10" CONC. WALL
#5 @ 16" Vert.@ edge
(2) #4 @ 18"o.c. Horiz.
16" CONG. WALL
#6 @ 14" Vert.@ edge
(2) #5 @ 18"o.c. Horiz.
18" CONG. WALL
#7 @ 12" Vert.@ edge
(2) #6 @ 18"o.c. Horiz.
~
•
•
• •
••
• •
•
1'-0" t n77==~
\
. r~ ,c,,
, r·
10"
2"
14"
18"
2" #7@12"
@ Heel
' <X) I ,.._
' <X) I -...
\o
I
N
2"
Two layers of Horiz. bars
(top & bottom)
(6)#5 @ OS shown::J--t:~~=~~r • • • L
#6@12.in-~
@ Toe
#7@12.in @
Center On Key __,__,,,
!
J"
2'-11" 1'-6" 2'-11"
2'-11" 4'-5"
7'-3"
RETAINING WALL
Scale: 3/8" = 1 '-0"
IMPORTANT NOTICE
SECTION 4216 OF THE GOVERNMENT
2'-1"
'6 I "' -
\l
1'-8"
2'-4"
CODE REQUIRES THAT A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT
8-1-1
\ TWO WORKING DAYS BEFORE YOU DIG
D:\DRA'MNG FILES\TI1LE SHEETS\GRAOINQ TITLE SHEET.owe REYlSED:01/05/16
' "' I 'in -
STAIRS AREA
GARDRAIL PER ARCH----..
10"canc. wall
#7 @ 18" Vert.@ edge
(1)#6 18" O.C. Hariz.
. 10"conc. wall
#7 @ 18" Vert.@ edge
--~7
(1)#6 18" O.C. Horiz. ---i---+---d
1 o" cone. wall
#7 @ 10" Vert.@ edge ---t"'l
(1)#6 18" O.C. Horiz. ---1-,-<1
1'-0":1.4 __ _
Two layers of Horiz. bars
' <O I ;,-,
10"
2"
;,.
I r r---
10"
J'-6"
2"
'6 I
J'-o" ;..,
2" 2" r
(lop & bollom))-L-'tl;z::!::":::-;=~=.!•_i{
(5)#4 @ as shown·:
#6@12.in @ Toe
' <O I ;,-,
'6 ;,. -I I 0 ;,-, -
1'-6"
1 '-11"
STAIRS AREA
GUARDRA IL PER
ARCH ----------...
C. wall
edge
lO"con
#6 @ 16" Vert.@
#6 @ 20" o.c. H oriz. ___________
--7
•F'W"•' I -j?C· -~;-··~--
s / ) .
~
Two loyers of Horiz. bar
(top & bottom
( 4 )#5 @ as shown
#7@16.in @
Cen ler On Key
: V
#6@16.in @
Center On Key
_/1/
_/
2' 1 "
2'-1"
f-.,_
......
~
' '--
1 ')"
3'-6"
,:; _l~-
2" '.;-0 -I I ro --
'
• 0
. oJ_ 1'-4" ..
J''J 1'-4" -
1' 11 "
2·-11" #5@12.in @ Center
On Key #6@12" @ Heel 4'-11"
RETAINING WALL R.T8.3
2'-9" 3'-7" Scale: 3/8" = 1'-0"
6'-3"
STAIRS AREA
GUARDRAIL PER
ARCH
4"
10"c0nt:. wall,---,--<-,-+h:·;,l=:T--"-:·r,·c1~-n-" ..
#6 @ 16" Vert.@ edge
#6 @ 20" O.C. Horiz .. -_3,.1_=2 ,,-, +--1 -t-,__,_,__2 ,,
TREAD OF
STEP
(2) layer of Horiz. bars
(top & bottom)
( 4)#4 as shown:
#5@18in @ Center
On Key
I
5'-8"
1'-7" o" 1'-7''
1'-7" 2'-5"
3'-11"
1'-4"
8"
6'-4"
RETAINING WALL
w /8"DEPTH OF
NICHE (NICHE 2)
R.T6.3
Scale: 3/8" = 1'-0"
STAIRS AREA
LOWER COURT YARD AREA
6" CONG. WALL
STAIRS AREA
LOWER COURT YARD AREA _[6 ·: /=0_w;_~-~.--~--~
LOWER COURT YARD AREA
6" CONG. WALL
#4 @ 16" Vert.@ edge ----tjl
STAIRS AREA
#4 @ 16"o.c. Horiz. -Hl----1-1/2" ro
I
h
-TREAD OF STEP 12" -F=-;i.
10" CONC. WALL l__ l ,,i'r°3Tfc ,t_
#5@ 16" Vert.@ edge---!-~
#5 @ 12" o.c. Horiz. 1-112·;
Two layers of Horiz. bars
(top & bottom)
(2)#4 @ as shown:
2·-11"
0
0
ro
I
h
1 '--:2"
4"
RETAINING WALL
Scole: 3/8" = 1'-0"
0.7'-
' ro
I
"'
e~,
1 • 0 ' -J-,.,___j
0.5' i---0.5'
#4@ 16" Vert.@ edge----r;J
#4 @ 16"o.c. Horiz.
t
1 1/2"
0
I
"'
' 0
I ,.._
4" NICH[-~I
2" WALL @ NICH,,__ _ _.., -TREAD OF STE
6" CONG. WALL c:r; Ii, ; ~
'" co #5 @ 16" Vert.@ edge----cc---W-l
#4@ 16"o.c. Horiz~. ----i.L
• I
<X)
I
10" CONG. WALL /0"
#5 @ 16" Vert.@ edge--~--t::=JL_
#5 @ 12" o.c. Horiz, •. --,
ITT
1'-0"
Two layers of Horiz. bars
(top & bottom)
(4)#4 @ os shown:
#5@16"
@ Center On Key
POOL AREA
1 1/2"
' 0
I
'irJ
0 0
0 0 0 0 1'-2"
1'-8" 10" '-811
-6"
4-1"
RETAINING WALL
W/ 4"DEPTH OF
NICHE (NICHE3)
Scale: 3 /8" = 1'-0"
NOTE.
())
6"conc, wall T V ,.,,_
#4 @ 16" Vert.@ edge I• 1/2" 1
#4 @ 16" O.C. Horiz. -------------! 'st-
6"conc. wall
#5 @ 16" Vert.@ edge
#4 @ 16" O.C. Horiz.
10"conc. wall
----io1 I [6" STAIRS LANDING
1.7(}" rs
o b
I
"'
#5 @ 16" Vert.@ edge =-====⇒j"II
(2)#4 @ 20" O.C. Horiz. 0
112:1
1'-0"
Two layers of Horiz. bars
(top & bottom)
(4)#4 @ as shown:
#5@16"
@ Center On Key
0
0
0
0
0
0
0
1'-10" 10' 1·-10"
1·-10" 2'-8"
4'-5"
"'
1 '-2"
1'-2"
b
I
<D
",;,
I
0
RETAINING WALL ~
( at landing open) 0
Scale: 3/8" = 1'-0"
~----+---r--+--~~~~-~L-~~ ' .
0.3' ,\
I
I __ J
WHERE GUARDRAILS OCCUR, THEY SHOULD RESIST
A CONCENTRATED LOAD OF 200 POUNDS IN ANY
DIRECTION ALONG THE TOP RAIL.
0.8'
10"(min.)conc.
#5 @ 16" V.
9.2' 2 # 4 @ 18"
10.0· O.C. HORIZ.
14"(min.) cone. wall
#7 @ 12" V.
2 #5 @ 18" O.C. HORIZ
~
I ~
..
all
" ,,
"
.. ~
VA
'•f5EE
I L _
/
( 5'-4"-(/0"min. Wall)
I
L,
I
4'-8"-(14" min. wall)
(ALSO SEE RETAINING WALL CALCULATIONS.)
STAIRS AREA
GUARDRAIL PER
ARCH 3'-6"
1 O" CONC. WALL
#5 @ 16" Vert.@ edge---+--
2#4 @ 20"o.c. Horiz.
1'-0"
TREAD OF
STEP
(2) layer of Horiz. bars
(top & bottom)
(3)#4 as shown:
•
1-1/2"
• • 1'-2"
'-1'' 1'-11"
2'-11"
RETAINING WALL
Scale: 3/8" = 1 '-o"
LOWER COURT YARD AREA STAIRS AREA
6"conc. wall ;,,
#4@ 16", Vert.@ edge ---_i'..,"1,1,__
#4@ 16" O.C. Hariz. ---.. UI
I 1 1/2" ;,-,
STAIRS
[LANDING
10"conc. wall
;,.
I
())
12·-10"
#7 @ 12" Vert.@ edge ---1----M
#5 @ 16" O.C. Horiz. --1--+1 I 3'-6"
1'-o"if __ _
• • Two layers of Horiz. bars
(top & bottom)
(5)#5 @ as shown: fa~4-=~r' ~-•--•-
#5@12.in @
Center On Key
#5@12.in @
Center On Key 2'-411 10" 2'-5"
RETAINING WALL
w /8"DEPTH OF
NICHE (NICHE 4)
Scole: 3/8" = 1 '-0"
I
1'-6".
2'-0"
R.B12.8
RCE __ _
REVIEWED BY:
INSPECTOR
"AS BU I LT"
EXP, ___ _ DATE
DATE ..... . • "·
.
1'-6" 1-----'-----+--+--------------1--1-----i---1---1 ~ CITY OF CARLSBAD ~
~~===~===EN::'::G=:IN::'::E::E:::R=:IN:::::G::::::=D::EP:::::A:::R:::::T:::M:::E::::N:::::T==~~==~
GRADING PLANS FOR! Two layers of Horiz. bars
(top & bottom)
(5)#5 @ as shown:
#7@12.in @ Toe
#7@12.in @ Center /
On Key
'-7"
2'-7"
1'-9"
2'-5"
~ I __ E_N_G_1N_E-ER_o_F_w_o_R_K_
JO~~~rf.
RCE C062716
_,, 1-.n)u. ' 1
DATE f--;;-DA:cc;TacE+"'1N;c;;ITl"'ALc-f--~---------'---------f---□-AT-E--+-IN-IT-IA-L+-□A-T-E-l--lN-l1-IA--JL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
ABDI RESIDENCE
RETANING WALL SECTIONS
APPROVED: JASON S. ~G:r~f ---...l:;,lt,,,,&!'-_'___1_ ______ I 2. ¢
CITY ENGINEER
DWN BY:~='-'----
CHKD BY: -"<-
RVWD BY: l)fffL
RCE 63912 EXPIRES 9 30 18 ATE
PROJECT NO.
CPD 15-45
DRAWING NO.
501-BA
15-084
0 lJ §
• 2
Gl
2
C: s:
[lJ m
lJ
'
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: THOMAS ERICKSON FROM: HULTON DEV.
AT {TEL.NO.} 858-248-6269 .
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR.
3. THE CONTRACTOR. SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF -THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES W/-1/CH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL t;JE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECA:iT EXCEEDS FORTY PERCENT {40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS;
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAIN TA/NED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW ''wEATHER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT {A PREDICTED STORM EVENT
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE
FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAP AB/LI TY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE !HAT THE CONTRACTOR CAN ADEGUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT.' FOR LARGER SITES, GRADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING
IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
I 7. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1/QI SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WI/ENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN
WITHIN A THREE {3) DAY FORECAST, THE INSPECTOR WILL VfRIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND {/EADY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
THE YEAR. i
20. IF SELECTED BMP FAILS DURING A RAIN EVqNT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP INDICATES IT WAS NOT ADEQU(1 TE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP
MEASURE IN PLACE. '
21. ALL CONSTRUCT/ON EMPLOYEES MUST BE JAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED AC)ION PLAN
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT { A PREDICT.ED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NA T/ONAL WEATHER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERV/CEFORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE OF
RAIN), THEN THE NECESSARY WAT.ER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SIT.£. AREAS THAT HA VE ALREADY
BEEN PRO°TECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED
VEGETATION STAB/LIZA TION E/MPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSEO" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''.
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS".
EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA 770N
/. ALL PERMANENT AND TEMPORARY EROSION CONmOL PLANTING AND /RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A HYDRDSEEDING SHALL BE APPLIED TO:
I ALL SLOPES THAT ARE GRADED 6: I {HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE.·
a. THREE FEET OR MORE JN HEIGHT AND ADJACENT TO PUBLIC
WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS
HIGHLY VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDEN77FIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
I ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 700% COVERAGE.
2 AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TD PROV/DE !RR/GA TION TO THE Cl TY
[NG/NEER. THE PROPOSAL SHALL 8E SPECIFIC REGARDING TH£
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. Jibs PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. Jibs PER ACRE OF AL YSSUM {CARPET OF SNOW}
f. 1/2 lb. PER ACRE IF DIMORPHOLECA
g. IT.EMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCAS/NG BEFORE HYDRDSEEDING.
i ALL SEED MA T.ER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
;: NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
I
2 TYPE I MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE. TYPE 6 MULCH {STRAW} MAY BE SUBSTITUTED, WI/EN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL
3 FERTILIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RAT.£ OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: I.
b. HARROWING AREAS 6: I OR FLATT.ER THAT ARE SUFFICIENTLY
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST.·
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDRDSEED!NG IS THE PERMANENT LANDSCAPING. UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPES SHALL HA VE IRRIGATION INSTALLED. AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES {90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECT.ED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICA(IT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORDINATE THE WORK OFj THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
CITY OF OCEANSIDE
HIGHWAY ?a
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Best Management Practice'
(BMP) Description ➔
CASQA_ Desighation ➔
Construction Activity
✓ Gradina/Soil Disturbance
✓ Trenchinn !Excavation
✓ Stockoi/ina
✓ Ori/Jinn IBorina ,
✓ Concrete/Asphalt Sawcuttina
✓ Concrete Fla/work
Paving
✓ Conduit/Pipe Installation
✓ Stucco/Mortar Work
✓ Waste Disoasal ,
Staainn/Lay Down Area
✓ Eauioment Maintenance and Fuelina
Hazardous Substance Use/Storaae
Dewaterina
Site Access Across Dirt
Other (/isl):
Instructions:
<: .Q ~ ~o o~ . "' <: 0,
.Q~ ~ §, 0, ln .£ ., 1;; " ·-ct~
✓
0,
% "' "' .,
i: s'., :r:
Erosion Control
BMPs
.,")
0 "' .,, .,
<: "' 0, <,j ,,; 0 0 ., "' ., ~ "'V, "' ~ QJ "" ~ "' c::, 0, ~ .,, 0 ~ "" <: 0 ~·-0 '-0 c'.l; ~ ~C)
✓ ✓ ✓
.,
,,;
2 .,
(.) c::,
"'
<: ~ g. v; ~ ~
-I bj
✓
'
Sediment Control BMPs
.,,
" 0 ~ f§ 0, -~ "' g. ., .,; k: 1 "' :u-"" E 0 ,,;
~ 0, "' 0, "' i: " ~ 0 0 Ji.~ :is c::, 0 "' 0, Q,Q
"' ~E 0 ~ (.) ~ ti :;, ~ ., C, '€l E2 ., C, " ~ 0 '-(.) " .82 ~ 6 (3 en~ ~ V,Q
"' 'I-"' <o "-CQ c:, -I bj I bj I bj I bj I bj I bj I bj
✓ ../ ✓ ✓
✓ ✓
✓ ✓
✓ ✓
✓ ✓
✓ ✓
✓ ✓
✓ ✓
✓ ✓
✓ ✓
Tracking
Control BMPs
<: <: ,Q .Q ~ ~ (.) (.) .s 2 ~ " ., "' " " " 8~ 8 0,
]~ .,, >, ., 0 ,N <n ~$ :2 ~ ·-.,, .c, '-13 0 0 0, t5.s ~O
V, "'
"' I I ~ ~
✓
✓
✓
✓
✓
✓
✓
.
Non-Storm Water
Management BMPs
<: .Q ~ ~ .,
" " ~-~ "~ ~ g ~a:
-I V, ""
✓
✓
.,,
§
¢
·! c::,
:-§ ~ ~ e ~o 0 ~
"' V, -I i
✓
✓
✓
✓·
✓
✓
✓
Waste Management and Materials
Pollution Control BMPs
~ <: "' .,,
~ <: 0 " 0, ~ " 0 <: .,
. 2 cg~ ~ § .,
" ~ ~ o~ ., "' " " " " ""ai :::, ~ ~"' ., " "' ., ~~ "E "' E .g "" '--0 " ~ "' Jz-a..2 0, 1: 0, ~ 0, " (.) ]-] .,, 0 O 0 (.) 0 ~ 0 ·-" N <: <: <: 0 -o 0 0 oo ~ ~"' "' V, :r: "' '-' "'
"' "' 'I-"' <o CQ
I I I I I I i i i i i i
✓
✓
✓
✓
✓ ✓ ✓
✓ ✓ ✓
✓ ✓
✓ ✓ ✓
✓ ✓
✓ ✓
I. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
2. Located along the 'top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASnA) designation number.
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
Choose one
3. Refer 'to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
; LEGEND
{DELETE ITEMS NOT USED ON THE SITE MAP)
DES/JR/PT/ON
I EC-'/, HYDROSEEDING
EC-7, STRAW MATTS
SE -I, SILT FENCE
' SE-61 GRAVEL BAG
!
TR-/) STABILIZED CONSTRUCT/ON ENTRANCE
WM-I, MATERIAL DELIVERY AND STORAGE
WM-2, MATERIAL USE
WM-d, SOLID WASTE MANAGEMENT
WM-8, CONCRETE WASTE MANAGEMENT
' S[-10, STORM DRAIN INLET PROTECTION
BIOFIL TRA TION
SYMBOL
~
19111111111111111111--
WM-2
WM-5
WM-8
WM-9
OUANTIT/[S
1500 SF
2000 SF
400 LF
100 EA
150 SF
1 EA
I EA
1 EA
1 EA
I EA
13 EA
)
172 .SF I
OWNER'S CERTIFICATION:
I UNOfRSTANO ANO ACKNOlff.EDGE THAT I MUST: (1) /MPl.£/,IENT
BEST MANAGOIENT PRACTICES (BMPB) DURING CONSTRUCTION ACT/"17/ES
TO THE MAXIMUM EXTENT PRACTICABLE TO A \.aO THE MOBIUZA TION OF
POl.LUTAN'/'S SI/CH AS SEDIMENT ANO TO A \.aO THE EXPOSURE OF STORM
WA m? TO CONSTRUCTION REI.A TEO POLLUTANTS; ANO (2) ADHERE TO, ANO
AT ALL TIMES, COMPLY illTH THIS QTY APPROVED TIER 2 CONSTRUCT/ON SIIFPP
THROUGHOUT THE 0/JRA TION OF THE CONSTRUCTION ACT/"17/ES UNTIL THE
CONSTRUCT/ON IIQl?I( IS COMPLETc ANO SIGNED OFF BY THE QTY OF CARLSBAD.
BEHROOZ ABDI ..$/2'/flor, 4Jd,. ~/\ S/\r
Or,rif fS}/ OIIIVER') AGENT NAME (PRINT) DATE
--./l~?_J_· <...-5/4u,;,,6__1:,,4' <£/l S,/1 J
0 'ER(S}/~'S AGENT NAME (SIGNA Tl/RE) OA TE
NAME OF PREPARER:""D"-A...,N,.IE._L_V""A""L""DE.,Z~-----
QUALIFICATION OF PREPARER: RCE 76074, QSD 21156
ADDRESS: COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE. SUITE 210
SAN DIEGO. CA 92131
PHONE NO.: (858) 831-0111
a?tiTURE 76074
R.C.E./CERT. NO.
6/30/2018
L/C. EXP. DATE
., GA
CITY OF VISTA
IE jj
,i!
'-"---i-,-,--1"
OF ENCINITAS~ CITY
VICINITY MAP
SHEET INDEX·
SHEET 11: Till£ SHEET
SHEET 12: EROS/OH CONTROL PL.ANS
APN: 210-061-013
-----------------
SITE ADDRESS:
ABDI RESIDENCE
5263 SHORE DRIVE
CARLSBAD, CA 92008
AREA OF DISTURBANCE
AREA OF DISTURBANCE _82_0_7 __ s, F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE HORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
HORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYHA YS)
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WA m? QUAUTY (CHECK BOX):
181 HIGH □ MEO/UM
OWNER/APPLICANT:
NAME: BEHROOZ AND SHARON ABDI
ADORESS:
TELEPHONE NO.:
5263 SHORE DRIVE, CARLSBAD, CA 92008
858 245 9395
EMERGENCY CONTACT:
NAME: TOM ERICKSON, HULTON DEVELOPMENT, INC.
ADORESS: P O BOX 675368, RANCHO SANTA FE, CA 92067
TEl.EPHONE NO.: (858) 248-6269
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
ABDI RESIDENCE
(5263 SHORE DRIVE)
GR2017-0010 , TIER 2 SWPPP
rn
APPROVED: /lj /J • ' JASON s. ~,bDE;T
I I ,WVI., ii:/4 2,o l:.__
CITY ENGINEER / RCE 63912 EXPIRES 9/30/18 DATE
DWN BY: GC
CHKD BY: >C.
RVWD BY: _ n::-/b
PROJECT NO.
CDP 15-45
DRAWING NO.
501-SA
'
.
..a.
..a.
0
"""' ..a.
I\)
'
□ I
2
GJ
2
C s: co m
lJ
a
lJ
i 2
GJ
2
C s: co m
lJ
i Cl:
gi
7!: ~ ):i1:i
\ '
I
l
l
l
l
l
l
l
l . ----------
8 16 24
I '-------i I _____ __
SCALE IN FEET
I
.. ' ' ' . . . . ' : . . . .
. :''
/. . . ',.
. . . ' .
. . .. · ' ...
.. •-
·-· ·-, ,.,
I TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
EXISTING RESIDENCE
SE-1
-------'-~~-~~-~~~ii~~~~~~~~~~~~~~
EXISTING RESIDENCE
l\~'l.~
\ oG 1-----------.
\'l.'o~
EC-7
, :. '' ~-' -·· " . _.,, ,. : ; ;frii ' f:i
, •. ;r;'• • .
--~-'-" '":"",:-'•:t::-:--.. :
~-..,_, r--~;c:::::r::-
-~ -::;i-;-'
-~ -er=--: ' . -
. --
-~-;..,,...,{-r'--(.x; __ _
\ \'I,)
~:===b=~l----llP~::'.<'"'\.-------::~-iul16)____/
----i!r--(14)-
---111-(1
-llt--•(10)
(8)
(E) SHOTCRETE
SLOPE TO REMAIN
EXISTING RESIDENCE
~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT
~ ~
' Gl;<ADING PLANS FOR:
ABDI RESIDENCE
(5263 SHORE DRIVE) I GR2017-0010 EROSION CONTROL PLAN TIER 2 SWPPP
APPROVED:
Dyl/N BY: GG
CHKD BY: IC.
RVWD BY: D•IL-
PROJECT NO.
.CDP 15-45
DRAWING NO.
501-8A
:
I
I
I \!/ ~ 8
1~~
f'O ·'c f~~
i (~ to
m ·a• !ii !> j ,12
z~ :i~ i 1□a rn Tl
!: ~ m i:: i: wffi
I ~
I
I
I I ,
I
I
I
I '" ,,
c'l 0 I " oD mo i □o ~c Cm<, •"m ii ~ • ~· ~ ~z ~z~ 0 C •<I gm mO
.... :D ;H • ro-m rn 1~1
I ~
I .
I
I
'" ,,
~ 8 I " DD . ~o il D 0 joC ~~
m ~O} ~ 'O • ~ ~ ~~~ •<I "000 lii m -0 ""m ifi Bl. r·~ ~z z . rn
I ~
I
I
I
I
I
I
I
I \!/ ~ 0 0
I~~ ;i a o j~c !JJ '1 -~"' m 'O • ~► i~z 0~~ • ~:r
:i! Fil □ a D 'O !ih:i!Jl ,~;
I ~
I
~
I\)
Cl JJ
i
2
G)
2
C: s:
~
JJ
Cl JJ
i
2
G)
2
C s:
CD m
JJ
Cl JJ ~
2
G)
2
C s:
CD m JJ
0 CJfl .... d?
~~ ~