HomeMy WebLinkAboutDWG 488-8A; PD 15-07; OLIVER RESIDENCE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF T/-1/S 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. Tr/E ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J, 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 AN\:
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, I\
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8/:
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL . INSURED ON Tl-IE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE 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.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES,
7. 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.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON T/-IE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER,
10. T/-IE 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.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VE"rl/CLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF T/-IE STATE OF
CALIFORNIA, · PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO Tr/E CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACT/ON REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECIF/CA T/ONS " ATTACHED TO T/-IE PRELIMINARY SOILS
INVEST/GA TION, DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO Tr/E
PROJECT INSPECTOR,
14. A PRFCONSTRUCT/ON MEF71NG SHA! L BE HELD AT THE SITE PRIOR TO THE
B£G/NNING OF WORK AND SHAii flF ATTFNDFD BY All RFPRFSFNTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASf'ECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEE71NG BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRECONSTRUCJJON MEEJJNG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All /N5ffCTION RFOIIFSTS QTHFR THAN FOR PRECO{'[STRUCTION MEETING Will fl£
MAQF RY CAIi ING Tri[ FNGINF[RING 24 HOUR IN$PFCVON RFOl/fST I INF AT
' (760) 438 3891. INSPECTION RfOUEST MUST BE; RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION . IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P,M, WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER,
16. THE OWNER AND/OR APPLICANT Tr/ROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17, 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 THE HAZARD OF CAVING GROUND DURING Tr/E
.. EXCAVA T/ON OF SUCH TRENCH OR 'FRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVE"D BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA VA 710N. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY Tr/E CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REG/STE;RfO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TN£ OSHA
EXCAVA 710N PERMIT MUST BE SUBMITTED TO . THE INSPECTOR PRIOR TO EXCAVATION,
18, NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICAJJON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE /MME;DIA TEL Y. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO,
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY Tl-IE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONS/8LE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG T/-IE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION,
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED, NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN,
24. ALL AREAS SHALL BE GRADED TO DRAIN, GRADING RESULTING IN THE PONO/NG OF
WATER IS NOT P/:RMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25, THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS"APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR,
26, ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION, THE SITE SHALL BE LEFT IN A · NEAT AND
ORDERLY CONDITION, ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27, ALL SLOPES SHALL BE IRRIGATED, STABILIZED. PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF TNE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
D:\DRAWING filES\TITLE SJ-iEETS\GRADING 1l1LE SHEET.DWG REV!SED:06/25/15
29, THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH Tr/[ LANDSCAPE
AND /RR/GA 710N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR Tr/IS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO, WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF T/-IE
GRADING OPERA T/ON, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS, IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVE"D AS APPROVED BY
Tr/E CITY ENGINEER.
JI, THE CONTRACTOR SHALL VERIFY TNE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF Tr/E GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARJJNG GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
(800)422-4133
(800)411-7343
(800)892-0123
(760)438-7741
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760) 753-0155
(760)744-0460
(760)753-6466
AT&T
TIME WARNER CABLE
COX COMMUN/CA T/ONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
"SAN D/EGUITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
*VALLEC/TOS WATER DISTRICT
'OLIVENHA/N WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
JJ, PERMIT COMPLIANCE REQUIREMENTS:
(760)726-1340 x1J30
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.
8, PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS 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.
(J) REPORT FROM 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, THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TNE SOILS ENGINEER THAT Tr/E
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED W!Trl/N ONE (1)
YEAR AFTER Tr/£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. IN ACCORDANCE 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 BE ADDEO TO THE
SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE Tr/AT 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 Tr/E BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. .
I UNDERSTAND THAT THE CHECK 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: FLOREZ ENGINEERING INC.
ADDRESS: 11440 BERNARDO COURT .
Cl TY, STA TE: SAN DIEGO, CA. .
TELEPHONE· (858) 386-8836 , . ,G;.
BY: . . DENNIS FURMAN ji\ 0\,11~:0J. f,N,-,
(NAME OF Ei'faiKJEER)
R.C.£. N0.:_:,3223:.:' 9:_:_1 _____________ _
REGISTRATION EXP/RAT/ON DA TE: __ 1c:2':..:J..c1/,.::'2c..O·=-=t6 ____ _
SOILS ENGINEER'S CERTIFICATE
/, .S. Me,bd.,' S ;<;l:,..,,.',,,,;t .. , •, , A REGISTERED (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN. THIS
SITE' WAS MADE BY ME OR UNDER MY DIRE.CJ/ON BETWEEN THE DATES OF
QC+. :Z3 , 20 l!,L__AND t,I~. 9 , 2015'...... TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
EROSION CONTROL NOTES
/. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___________ AT
______ (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCA T/ONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J, FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WIT/-/ THE CONSTRUCJJON
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY.. CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPDATED 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 BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTIC/PA TEO. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP Sr/ALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 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 BE
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 Tr/ESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM Tr/E FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%), SILT AND OTHER DEBRIS SHALL BE REMOVE"D AFTER EACH RAINFALL.
10. ALL GRAVE"L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NATION OF HYOROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE" COVE"RAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
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 PERMANE:NT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
· SPECIF/CA T/ONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \/£RT/CAL) OR STEEPER WHEN
THEY ARE: .
a. THRFF 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 THAN 6: 1 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. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
T/-IAT WARRANTS IMMEDIATE TREATMENT,
8. HYDROSEEDED AREAS SHALL. BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA: ..
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a, Tr/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITA 710N SPRINKLER HEADS PROVIDING 100%
COVERAGE,
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PRO VIDING 100% CO VERA GE,
2. AREAS SLOPED LESS THAN 6: 1· SHALL BE /RR/GA TED 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.
J, /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH,
C. HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. 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. 3 lbs. PER ACRE OF E: SCHOOL CIA CALIFORNICA
d, 4 lbs, PER ACRE. OF ACHILLEA MILLEFOLIA
e, J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb, PER ACRE OF DIMORPr/OLECA
g, ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE T/-IE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES,
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL 8£ 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.
~~g?ti11~ND/lJ .~;t',"di·o·i·L·B.·f'k1Fl.i~T f2. Bl09f.·.~r:Jfr .. !ilB·~ .... rAl'r1'!.EJll ft.AMS. ,, 'JcW, . ,,,-J I . -z--, / '''•lij!{,:'.,.·· .. "·.SIGN. EV:. ..-.~, ,... '•~ 'c .. ~/
j. NON-PHYTO-TOX/C 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 MUtCH (STRAW) MAY BE SUBSTIT/JTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
TNE STRAW INTO THE SOIL.
,._ ~•V,,· ·••.. -~= -,; 'i/,'\',,G.E./P.E. N ,:_..,r..ucJ°"';;;.i.5,..,__ ________ _
w No . .aaes :,;lq:: • !:xi>, il!la1/le -,t:r. , A TE: _,1,...::i .. ,c::-:...3 ... ,"'-'-A!:2,o,-.c:,"'\ 5,.,__ ________ _
* * G><!'I . ·I'!-~-LICENSE EXP/RATION DA TE:
,f 011:'(,i,m,t ~';$
'R'Ol'CAL•~<:J
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGIST[RED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJ[CT TO A STA TE-
REGULA T[D SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN .OR WILL BE RET-',lf(fill TO SUPERVISE IMPLEMENTA T/ON OF
THE SWPPP .. 1F:(,i:ccoRD SE .. £1:fJ?(THf( C!;\IFORNIA CONSTRUCT/ON ORDER AND
MUNIC/PA. L. PJiR. ,M MlliT. L S.1/,J"R~Jp~, ,,/ 0. / ~~ . I / l: $' / ,y //~ ,/ ~ .~ K • .
MARK OLIVER"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FJELD
SURVEYMETHOOS FROM INFORMATION GATHERED ON _2,:3DLJ/11.6.:_· --~
20--BY CHAD LANSBERRY. L.S. 7448
TOPOGRAPHY SHOWN HEREON . CONFORMS TO NA T/ONAL MAP
ACCURACY STANDARDS,
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
APN 207-150-73
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 330 "' 1677
DATE
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
0, AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY:
1. ROUGHENING T/-1£ SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a, TRACK WALKING SLOPES STEEPER THAN 6: 1
b, HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y
FRIABLE.
c, RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE".
2, CONDITIONING TNE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING Tr/E SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TUR A TEO SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH. ADJUSTMENT, LEACHI.NG
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH,
E, HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL Tr/E
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT JS COMPLETED AND ALL BONDS
RELEASED.
l'El Florez Engineering, Inc. ~ · Civil Engineering & Planning •
BY: ~.,l'-L\(~
rlnis Furman
RCE Exp: 12/31/2016
VICINITY
CITY OF OCEANSIDE
HIGHWAY· /8
_\ l "
MAP
project
, CITY OF VISTA
IE ~ ci5 w-_l'=--r4
L\,,
CITY OF ENCINITAS ',--''--
INDEX OF SHEETS
SHEET 1
SHEET 2
TITLE
GRADING PLAN
LEGAL DESCRIPTION
OF LOT 28 OF MAP 5162, IN THE CITY OF CARLSBAD
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA
PROJECT ADDRESS
4541 COVE DRIVE
CARLSBAD CA.
APN 207-150-73
DEVELOPER
NAME: MARK OLIVER -OWNER
ADDRESS: 4S'f/ CmlP D::.
PHONE No.:(Jhd) ¼OJ-e;tjz tf
REFERENCE DRAWINGS
EARTHWORK QUANTITIES
CUT: 5o CY "
FILL: 5o . CY
IMPORT; __ -___ CY
EXPORT: -· CY
REMEDIAL.·,_ ...c4,,.,90'--__ cy
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W/Trl THE FOLLOWING
DOCUMENTS, CURRENT AT TNE 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, NA. DA TED, ____ _
5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6, SOILS REPORT AND RECOMMENDA T/ONS BY SMS GEOTECHN!CAL SOLUTIONS, INC.
-~---DA TED OCTOBER 23, 2014
7, THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS,
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATEO__uN"".A,_. ________ _
9, ENVIRONMENTAL APPROVAL DOCUMENTS DATED _,_,N"-.A"-, _____ _
10. STORM WATER POLLU,T/ON PREVE"NTION PLAN PREPARED
BY FLOREZ ENGINEERING, INC. DATED ____ _ SW NO. TIER 2 • 15-395
WDID NO. 9 375 _ _,,N,,,.A"', _________ _
11, STORM WATER MANAGEMENT PLAN PREPARED BY N.A DATED ____ _ SWMP NO,-----
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION
FINISHED GRADES
DRAINAGE SWALE
f]/0-RETENTION BASIN
DWG.NO.
STAfiPAl'sP /Y<()D/v/ 'F'lf/12/-1
urrERL0C/fl!/6 ~ ,fRs cof/ cf?-ECTE'
ROCK SLOPE PROTECTION,
DRAINAGE PATTERN
PROPERTY LINE
CONTOUR ELEVATION (0.5 FOOT /NCR. )
EX!SllNG TREE
DEEPENED FOO TING
PVT. STORM DRAIN ...
PVT. A TR/UM DRAIN
01<. .SiJRFACE 9/<AT'=
SYMBOL
850.1FS
---> -
~
-690.5-
0
......................................... ,
POST-CONSTRUCTION BMP TABLE
QUANTITY
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYOROMOD/FICA TION?
I xx I STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
TYPE DESCRIPTION OWNERSHIP
[TI YES (SEE SWMP FOR DOCUMENTATION)
L_j NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
FLOW-THROUGH BIO-RETENTION PRIVATE YES 2 AFTER MAJOR EVENT
AND ANNUALL Y s,o. I",,., T1l,N 7';,o.,.J
'
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD CONTROL MONUMENT NO, 118
LOCATION: RFTl/RN OF [$POI A ROAD AND BRIO/ EWOOD ROAD
RECORDED: N.A. V.O. 1988 ELEVA 710N-90,844
ELEVATION: £1:EVA"T/Ofv~664,-lS-. DA TUM:
Tl! -10
~,<:,LT, ~.•
. -..... -, .. ·.:.
;°R.ti//Jf'E Yt;S z_ Ar 7'EI!' 1"1-4✓ ae
&// e' "4,fi:'Jf l¥
11 AS BUIL T-11
REVI£\./ED BY,
4' de. v11a.L..,.._ ,1/o1,,J11:
DATE
,• ;i l,
l-------f---+----'-----------l----l------4-----1-----I I SH1EET I C1TY OF CARLSBAD ~3
~=='...'::::=::E:::N::G::IN::E::::E:::R::IN::G:::::D::E::P::AR::T::M::E:::N::T==~~===
GRADING PLANS FOR:
OLIVER HOUSE
TITLE SHEET
APPROVED:// • JASON S. GELOERT ·~/ , ,, z.2,,zo1t
CITY ENGIN~ R RCE 63912 EXPIRES 9 /30 /16 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: I PROJECT NO, I DRAWING NO,
CHKD BY: ~ PD 15-07 488-B'A RVWD BY: . ""
•
.,
CJ
I
2
[j)
2
C: s: DJ m JJ
Cl I 2
Cl
2 C: s:
DJ m JJ
CJ
JJ ~ 2
Cl
2
C: s:
DJ m JJ
----__,___,,.__
..
, I .
' j
' ' : i
i
' .
i I
. I ..
i I
' ' ' .
.. (
(/)
(/)
(/)
(/)
r0 12. '87
/e 11-10 SECB I I rt Ir•
!:•!"' ,u
'JcJJ'Jr'~:
, , -,,--,---',-l~-,,f,..,,::<tr-'t:-c'.''#-,rsH .-·'>~~~
...-,,::::;;:==.'C"'.':.,'....C:.::::~p~7~r,ryf.:~7f-'~ir=~mi'='"-:'';;;:;:":=-"i'7!~~ x,t~(
4 1~4-5° GL8,d'#
IE lo, 7-.9
.JJ •• Y(f(i' WIDE TREE •· f• INTENANCE EASEMENT
OC: 76-168133
-r<:;j!Z-rz
/f!=/0. '"17
4 11FVc. AR.s-A D(<Ar,:; 3(;1/vPA-!<.IJ BIZ
!"/PG A-1'1.D 1Nfp€/:S f=-INISH O',</<G,
A-P,PR.o)</ M.A,crE FF 13. 60
1'l{TL.cTI I EYQ, 7 O,'-ti-ti'ir-;e\'i,".,c
COVE~ED
PATIO \
\
L-CJCA-T/e>j/// FG 12.92
OM ~
'~---,
FF 13.4~
1;;' #Et: ilil.£ MAi// ,,WCE $1iC4i.i:'fl' ! , !-
PEI 00(!. /1;~/IJ/J/J ?fr:. /G~Ji'.J~J!Jti~
OIJ/7.ET;_
TG 11.98
IE 10.96
'£/0,7°1
IE 1(/,_i!-i
,EC: 10-30-1967 •
LFOF4"DIA.
,ERFORA TED PVC@
.5% ,
,00
,j'/__ 7'0 ° ELBOW
/E/0,7'3
I
' fJ.'SfN(i OU.A FS." /}j
_,,..____ ___ ,+11P//c. ?/ PE
#1<.0)</ MATE kOC,4170N
' .
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 10" FROM THE
SURROUNDING GRADE
(/) I ,,
"'
4" PVC PERF. PIPE
DEEP ROOTED, DENSE, DROUGHT
~ TOLERANT PLANTING SUITABLE
~ FOR WELL DRAINED SOIL
SEE OUTLET
DETAIL ABOVE
j~iYM 0'~,i(
1/
ENGINEERED SOIL
FG SHOWN ON PLANS
CLASS 2 PERM ROCK
BIORETENTION ENGINEERED SOIL LA YER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60%
SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL.
TYPICAL BIORETENTION DETAIL FOR LID IMP
NTS
BENCHMANK
Florez Engineering, Inc.
• Civil Engineering & Planning •
/;
,s R. r't;. ,-.::_ s~ ;.p~ Gl
~CJ ~z " "" \'i No.C032391 !;J
• EXP.12/31/16 •
CI VI 1-
CANAL
PL
12.00 LF
~------.---· 8" HOPE
@2.00%
i)
NORTH
5 10 20
SCALE: 1" = 1 o·
N0.2 BACKING ROCK
SLOPE PROTECTION
REMOVED FROM
BIO-RETENTION AREA
FG 11.00.
FG 11.40
FG 10.10
12" DIA. HDPE RISER
TOP ELEV. 11.00
2.50'
-
SECTION ''D" AT BIO-RETENTION_
BENCH MARK
30
BY.,'!--,~~~~~='--DA TE )2.,-C.. -I
DESCRIPTION: _______________ _
LOCATION: ______ ~------------
n
xp: '2016 RECORDED: __________________ _
ELEVA T/ON: -----------DA TUM: NGVO 29
D:\DRA'MNC FIL.ES\TITLE SHEETS\CRADING PLAN SHEET.DWG REVISED:06/25/15
FF 1/J.60
TOP OF CURB ELEVATION
SHOW ON PLAN
PERM BLE CONCRETE PAVERS.
SEE RCHETIC PLANS FOR TYPE AND STYLE. ,..--
BEDDING COURSE 3"
£----THICK (TYP. NO. 8
AGGREGATE}
TOP OF CURB ELEVATION
SHOW ON PLAN
C PACT SUBGRADE TO 90%
REL /VE COMPACTION
s TION ''.A II AT CONCRETE PA VEJ-.i!<. .....
NTS
PROP. BUILDING
4.00'
PL
20% MAX GRADE TYPICAL.
LOWER EX.GD. AT PL
. ·. • ·. REQUIRES D EPEN
G. \ I EX.GD AT PL
a,":," / -----~--. . --· --.
~
SECTION "B"
SECTION 8-8 DEEPEND FOOTING
1" -2'
..s7A fl DA/<...D
Bl<OOM
r/ fl/ S.H
TOP OF CURB ELEVA T/ON
SHOW ON PLAN
' CONCRETE--p,A;VER&-
SEEA/?:Cr t'ETIC PLANS FOR TVPE-ANB-
ST'(.LEj,
t!EDDiNG COt!R5£ 3''
Tih'Ci( NO. BAGG.
DA.MR.
()-fi. A8 lvtAt-ltfFACTURER
REOOMME,\/0S
PL
SIDWALK
COMPACT SUBGRADE TO 90%
RELATIVE COMPACTION
SECTION "C" AT CONCRETE PA VERS
"AS BUILT"
h~ RCE 3,:2.3"1I EXP.12.~f.ZO!g'
REVIE\vED BY,
<1~v-1aA ...... ':J
11.) 00/1--r . J
DATE
11/()~lrr
DATE
t----+----f-------------+----+----+---+-----ll SH2EET I CI y OF CARLSBAD I SHE3ETS I
::=:==:::::::'.'::::::=:::::E::::N::::G::::IN:::::E::::E::::R:::::I N::::G::::::::D::::E:::::P:::::A:::::R T:::::M::::E::::N:::::T===-'===::::::
GRADING PLANS FOR:
1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OLIVER HOUSE
APPROVED: JASON S. GELDERT
----'~!o,,o,!~~.L.....-___ 2·Z•l.ol'
CITY ENGINEE
OWN BY:
DATE INITIAL DATE INITIAL CHKD BY: ,f/li5
OTHER APPROVAL CITY APPROVAL RVWD BY:
EXPIRES 9 30 16 DATE
PROJECT NO.
PD 15-07
DRAWING NO.
488-BA
□ :0 ~
2 m
2
C s: ID m
JJ
□ JJ ~
2 m
2
C s: ~
□ JJ §
2 m
2
C s: ID m :0
LEGEND __ ~~ .. ,
U·. Ki' (£ Cl\<[}
F.L FL!l,d·Ui"
ta r;.-P U' t,i~f!'
0: \DRAWING FILES\llTLE SHEETS\GRADING PLAN SHEET,DWG RE"1SED: 06/25/15
£1~t.!r.h/;, ci1C,J'/ If£ r//¼11/IAfii.f: i.:.t-bf 1Jnf: W.,iP)JJ( C, J;'W//if.ii/1
C1U£WdX$ 1/1!.£ PVC«] (;,//J,'/ l{Ll, JH-/&9J;1/-j1 2,1/ili !:V'/f!J/JfJ/ //, 2(/11
BEt-fCHMN?X
WY a· t:',!F~l/f.-10 u:NiX'..', \i;J,&IE.Nf lilJ I/!} ii.A ya !'.li!iJ my,ll"!CN" ;r.;JJI
CONSTRUCTTONBMPLEGEND
ITEM
SILT FENCE
GRAVEL BAGS
INLET I OUTLET SILT DAM
SWALE I DIRECTION OF DRAINAGE
CONSTRUCTION ENTRANCE
OFFS/TE SEO/MINT SWEEPING
STABLIZED. CONSTRUCT/ON ENTERANCE
WATER CONSERVATION
MATERIAL DELIVERY & STORAGE:
CONCRETE WASTE MANAGEMENT:
SANITARY WASTE MANAGEMENT:
SOLID WASTE MANAGEMENT:
HAZARDOUS WASTE MANAGEMENT:
CAL TRANS#
SE-1
SE-6, SE-8
SE-6, SE-8
SE-1
TR-1
SE-7
TR-1
NS-1
WM-1
WM-8
WM-9
WM-5
WM-6
SYMBOL
-G-----D-----iJ
·=·
0
-) --)
r.7
L .:.:.-:J
!TR-1 j
!NS-1 j
jWM-1 j
!WM-8!
jWM-9!
jWM-Sj
!WM-6!
REQUIRED PERMANENT SOURCE CONTROL BMP'S
0 5
i)
NORTH
10 20 30
SCALE: 1" = 10'
STORMWA TER MANAGEMENT NOTES
1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME
SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY
OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL SUPPLIES NEEDED FOR BMP
MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL
DEPLOYMENT AND COMPLETE INSTALLA T/ON IN 48 HOURS OR LESS OF A FORECAST
RAIN,
2. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 15 DAYS MUST BE FULLY
EROSION. UNTIL ADEQUATE LONG-TERM PROTECTIONS ARE INSTALLED, THE DISTURBED
AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA, ALL
EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY
INACTIVE PERIOD.
3. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE
STORMWA TER REGULA T/ONS AT ALL TIMES. THE BM.P'S (BEST MANAGEMENT PRACTICES)
THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND
MAINTAINED TO EFFECT/VEL Y PREVENT THE POTENT/ALLY NEGATIVE IMPACTS OF THIS
PROJECI'S CONSTRUCT/ON ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF
THE BMP'S IS THE PERM/TTEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR
MAINTAIN THE BM.P'S MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN
DIEGO OR OTHERS. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED
WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO,
1. RAIN FALL FROM THE 87 PERCENTILE fVENT, AS A MINIMUM, SHALL BE FILTERED THROUGH
THE BIO-RETENTION BASIN,
2. iTRASH DISPOSAL IS LOCATED IN AN ON-SITE TRASH CONTAINER.
3. TO CONSERVE WATER, THE PROJECT DOES NOT INCORPORATE AN /RR/GA TION SYSTEM.
VEGETA T/ON WILL BE DROUGHT TOLERANT AND SPECIES REQUIRING INITIAL WATERING TO
BECOME ESTABLISHED WILL BE HAND WATERED.
STORM WATER QUALITY
NOTES/CONSTRUCTION BMP'S
I, THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STA TE PERMIT,· CALIFORNIA REGIONAL
WATER QI/AL/TY CONTROL BOARD.
hl~./Amw.swrcb.a.gov!WateY:_issuesprogramslslormwater
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLE4NUPOF ALL SILT AND MUD ON ADJACENT
STREET(S) DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF
EACH WORK DAY, OR AFTER A STORM EVENTTHA TG4USESA BREECH IN INSlALLED CONSTRUCT/ON
BMP'S WH!CHMAYCOMPROMISE STORM WATERQUALITYW!THINANYSTREET(S) A STABILIZED
CONSTRUCT/ON EXIT MA YBEREQU!RED TO PREVENT CONSTRUCT/ON VEHICLES OR EQUIPMENT FROM
TRACKING MUD OR SIL TONTO THE STREET.
3, ALL STOCKPILES OF SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PERIOD
GREATER THAN SEVEN CALENDAR DAYS ARE TOBE COVERED ALL REMOVABLE BMPDEVICES SHALL BE IN
PLACEATTHE END OF EACH WORKINGDAYWHEN FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
4, A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCT/ON OF
ANY CONCRETE IMPROVEMENTS WHICH ARE TOBE POURED IN PLACE ON SITE
5. THE CONTRACTOR SHALL RESTORE ALL EROS/ON/SEDIMENT CONTROL DEVICES TD WORKING ORDER
AFTER EACH RUN-OFF PRODUCING RAINFALL ORAFTERANYM4TERIAL BREACH IN EFFECTIVENESS
6. THE STORAGE OF ALL CONSTRUCT/ON M4TERIALSAND EQUIPMENT MUST BE PROTECTEDAG4/NST ANY
POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
~ Florez Engineering, Inc. L:.!J , Civd Engineering & Planning•
BY.~r/_____ DATEJL.-L --/S
CDe{lfJis Furman
RCE Exp: 12/31/2016
No.C032391
EXP.12/31/16
C/V\\.
11 AS BUILT"
~D~ -Bc~vL-_ 11/oCe/17 ( I
RCE s;2,39 t EXP, 1'2,c,l,ZD)B
REVIEIJED BY,
J--..
DATE
lllo.4 /J-&-
• DATE
+----+-----+-------------1---+--+---+--I I SH3EET I CITY OF CARLSBAD I SHE3ETS I
ENGINEERING DEPARTMENT
~G:::RA=;:DI::::N;_'.G~P~LAN::;;,S:::::::;F:;::O:::R=: ========::::::...::::==;
BENCH MARK
DESCRIPTION: _________________ _
LOCATION: __________________ _ 1
DATE INITIAL DATE INITIAL DATE INITIAL RECORDED: ___________________ _
ELEVA T/ON: ___________ DA TUM:-~N~G-VD~2~9 __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OLIVER HOUSE
TITLE SHEET
JASON S. GELDERT
--~~~~]L_ _____ 2·'l,•t,()/I.
CITY ENGIN~ER
OWN BY:
CHKD BY: ?/If>.
RVWD BY:
RCE 63912 EXPIRES 9 30
PROJECT NO.
PD 15-01
16 DATE
DRAWING NO.
488-BA
-----,
I
I '{;
~ I~~ mo ~□o
:;j El C i~~ gsi/J]
ma •
" )> :a ~z ~e~
ii<I "rno ~ m "1']
i ~rn
m ~ S: I ~z z 8l
I 0 _,
)>
I
I
; I
· I
, I
I
I
I '{;
~ I~~ j □o ~c ~~ .~ ll ~ " .
" )> 1~2 !ie~ {'I rn o
.... ~~ ~ Bi.
/@i 2 rn ~
(\'.)f(\1~ ~ --, '·· J _,
□ :.ti
i 2
(j)
2
C s:
tlJ m
:.ti
CJ
i
2
(j)
2 C s:
tlJ m :.ti
CJ :.ti §
2 (j)
2 C s: tlJ m
:.ti