HomeMy WebLinkAboutDWG 504-1A; DEV 2017-0089; ST JOHN RESIDENCE; 01-04' ' ' ; !
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G:RADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN .SUPERSEDES ALL OTHER PLANS Pl_?EVIQUSL '( APP/?OVE:D BY 1i-/E; CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2, APPROVAL OF 7HIS PLAN DOES NOT LESSEN _OR WAIVE: ANY PORTION OF 7HE
CARLSBAD MUNICIPAL CODE, /?E$OLUTION OF COND1110NAL APPROVAL, CITY
STANDARDS OR OTHER __ ADD/11.0NAL DO(;UMENTS LISTED HEREON AS 7HEY MAY
PERTAIN TO 7H/5 PROJECT, THE ENGINEER IN RESPONSIBLE CHARGE $HALL
REV/St THESE PLANS WHEN NON-CONFORMANCE IS D/SCOVEREV.
3. CITY APPROVAL OF PLANS_ pots NOT REUEVE _ THE DEVELOPER _OR ENG/NEER~OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING_ CONS11WCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENG/NEER WILL_ BE REQUIRED FOR ANY
WORK _ IN THE PUBUC _RIGHT OF WA l". PRIOR __ TO PERMIT ISSUANCE, A
CER1IFICA TE OF INSURANCE AS WELL AS ADD/110NAL INSURED_ ENDORSEMENT M(JST BE
FILED _NAMING THE Cl1Y OF CARLSBAD AS AN ADD/110NAL INSURED ON 7HE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000,00 FOR EACH
OCCURRANCE; OF LJABiLITY. TH£ INSIJRANC£ COMPANY WRITING THE POLICY MUST
HAVE. A RATING OF •A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABUSHED BY "BESTS" KEY RA TING GUJD£
5. NO WO[fK SHALL BE COMMENCED UN11l .ALL PE/f/,1/TS HAVE BWI OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES _ NOT A_UTHOR/ZE ANY
WORK OR GRADING TO BE PERFORMED UNRL THE PROPE/?TY_ OYINER'S PERMISSION
HAS BEEN OBTAINED AND A VALJD GRADING PERMIT HAS BEEN ISSUED.
7, NO , RtviSIONS WILL _ BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE -CITY ENGINEER, NOTED WITHIN THE REVIS/()N BLO(;K, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE 111LE SHEET.
8. ORIGINAL DRAWINGS SHALi. BECOME THE PROPERTY OF THE CITY UPON BEING
5/GNfD BY THf CITY ENGINEER. -
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REF1$Cf AS-BUILT CONDl110NS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY. -
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAJNTAINED TO
THE PROJECTS/TE AT ALl TIMES DURING CONSTRUCTION.
11. W/-iERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY -WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A_ PRCFESSIONAL ENGINEER CF THE STA TE OF
CALJFORNIA, PRINCIPALLY DOING BUSINESS _ IN THE_ FIELD_ OF APPLIED SOILS
MECHANICS, THE_ SOILS __ REPORT WILL BE SUBMITTED_ TO 11:{£ CITY ENGINEERING
INSPECTOR Wl11:{IN TWO WORKING DAYS OF THE COMPLE110N OF FIELD TESTS.
12. A SOIL_S COMPA_CTION REPORT AND COMPLIANCE VERIFICARON REGARDING
ADHERENCE TO RECOMMENDA RONS OU11.JNED _IN THE SD/LS REPORT JS REQUJREV
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. _ AL_L CONTROLLED GRADING
SHALL 8£ DONE UNDER THE DJRECRON OF A PR()FESS/ONAL _ ENGINEER OF THE
STATE OF CALJFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED
SOILS MECHANl(;S. ALL FILL OR f(JWRE FILL_ AREAS SHALL et _ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF .CARLSBAD STANDARD SPECll']CAT/ONS AND THE
• EARTHWORK SPECIFICARONS " ATTACHED TO THE; PRELJMJNARY SOILS
INVESRGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
13. A PRfCONSTRUCTION MEETING SHALL BE HEI Q AT WE S11F PR/OR TO THE
RF<,IIJN/NG Of WORK ANQ SHAii RF ADfNQEV _ flY All REP,Bf$£NTA77vFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUP£RVISION; TESTING AND ALL OTHER
ASPECTS OF THE WORK -THE CONTRACTOR SHALL REQUEST A PRECONSTRUCRON
MEETING BY CALLING THE INSPECTION LJNE AT (760) 438-_3891 _AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRECONSTRUCRON MEETING. APPRO.VED DRAWINGS MUST BE AVAILABLE P/f/OR TO
SCHEDULJNG. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT 'THE MEETING.
14-All /N5PfC770N REQUESTS Q1HER THAN £08 PRECONSTRIICJIDN MEfllNG W f RF
MADE BY -CAIi /NG llif ENG[NFFR/NG 24---HOUR /NSPfCJZ(lN REOIJEST I /Nf AT
(76Q) 438 3891 /N$P£CilQN RFQUFST MUST BE REQEIYEQ PRl()R TD 2· 00 P M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. JNSPECRONS WILL _ 8£ MADE
THE NEXT WORK DAY, UNLESS YOU REQUEST 07HE/fWIS£ REQ(JESTS MADE AFTER
2: Qi) P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
15. THE OWNffi AND/OR APPLJCANT THROUGH THE DEVE:LOPffi AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND_ MAINTAIN ALL SAFETY _ DEVICES, _ JNCLUD/l{G
SHORING, AND _SHALL 8£ SOLELY RESPONSIB_LE FOR C()NFORMING _ TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
16. THE CONTRACTOR $HALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DET_AI[ _PLAN TO THE (;/TY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLARON
THEREIN, THIS PLAN Mf./ST 8£ PREPAl_?ED FOR ALL TRENCf!ES FIVE FEET (5? OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO _ EXCAVATION. If THE Pl AN VAR/£5 FROM 7flf' SHORING SYST£M
STANDARDS ESTABLJSHED BY THE CONSTRUCTION SAFETY ORDERS. 1111£ 8
CALIEORNIA ADMINIS1RA 711/E CODE THE PLAN SHALL BE PREPARED BY A
REGISI£RED FNG/NffR AT THE CONTRACTORS £XP£NSE A COPY OF -THE OSHA
EX.CAVA TION PE/fMIT MUST BE SUBMITTED TO 7HE INSPECTOR PRIOR TO
EX.CAVA TION. --
11. NO BLASTING _ SHALL 8£ PERFORMED UNRL A VA/JD BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLJCA RON FOR BLASTING
PERMIT WELL IN ADVANCE OF .THE SCHEDULING OF BLASTING OPERA RONS.
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY; AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPE:RA RONS WILL NOT RESTART
UNRL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY -FROM THE CITY
ENGINEER TO DO $0.
19. ALL OPERATIONS 90NDUCTED ON THE SITE OR ADJACENT THERETO, INCLUOJNG
WARMING UP, REPAIR, ARRIVAL, DEPARTTJRE __ OR OPERA110N OF_ Tl'IUCKS,
EARTHMOVING EQUIPMENT, CONSTRU9110N EQUIPMENT AND ANY OTHER ASSOGIATED
GRADING EQUJpM£NT .SHALL_ BE UM/TED TO 7HE PERIOD BETWEEN 7; 00 A.M. AND
6: 00 P.M. £ACH DAY, MONDAY THRU FRIDAY AND NO _ EAR.THMOVING OR GRADING
OPERA RONS SHALL_ BE CONDUCTED ON WEEKENDS OR HOLJDAYS. (A LIST OF CITY
HOLJDA YS IS AVAILABLE AT THE £NG/NEERING DEPARTMENT COUNTER.)
20. ALL Oft-SITE HAUL ROUTES SHALL BE SUBM/1TED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO B£GINNING OF
WORK.
21. IMPORT MATERIAL_ SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSITED AT. A SITE APPROVEQ BY THE CITY ENGINEER. Ti-IE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG WE HAUL
ROUTES OR ADJACENT STREE1S f\S A RESULT OF THE GRADING OPERATION.
22._ BRUSH SHALL_ BE REMOVED ONLY WITHIN ·mt AREA TO 8£ GRAOEV. NO TREES ARE
TO BE REMOVl::D UNLESS SPECIFICALLY NOTED ON THE PLAN.
23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER _JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ON£ PE/fCENT SLOPE. --
24. THESE PLANS ARE SUBJECT TO A SIGNED-_A_ND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS .APPROVED
BY THE CITY ENGINEER OR AS DIREC1ED BY iHE PROJECT INSPECTOR.
25. ALL SLOPES SHALL, BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. TH£ SITE SHALL BE LEFT IN A NEAT AND
ORDERLY COND/110N. ALL STONES, RODTS OR OTHE/f DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY 7H£CITY ENGINEER.
215. ALL $LOPES SHALL BE IRRIGATED, STABILJZED, PLANTED AND/OR HYDROSEEDED
WITHIN 7EN (10) DAYS OF 7HE 1/ME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
27, LANDSCAPINQ SHALL BE ACCOAf PllSHED ON ALL SLOPES A_ND PADS AS REQUIRED
BY 7HE CITY iJF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR
THIS PROJECT, ,DRAWING NO. NIA , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
ST JOHN CP.0:.VG, RE;'✓ISED: ff/l!i/2.017
28. 7HE OWNER/APPLJCANT SHALL INSURE THAT ALL CONTR,~CTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLAN$ AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS wa~k IN ACCORDANCE WITH THE LANDSCAPE MANUAL TINE REQU/REM£NTS.
29. WHEF?E AN EXISRNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA 1/DN, IT SHALL BE REMOVED 'MTHIN TWENTY FEET OF BU/WING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHffi
AR[AS THE PIPE WILL BE PLUGGED WITH CONCRETE OR ~£MOVED AS APPROVED BY
THE G/TY ENGINEER.
JO. THE r;;ONTRACTOR SHALL W::RIFY THE LOCA RON OF ALL EXISRNG FACILIRES
( ABOVE GROUND AND UNDER GROUND ) WITHIN_ THE Pf,OJECT SITE SUFF/CIEN1L Y
AHE'AD OF GRADING TO PffiMIT THE REVISION OF 1RE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONF/JCT WITH THE PROPOSED
WORK.
31. THE _ CONTRACTOR SHALL NOTIFY AFFECTED URLJTY CJMPANIES (SEE BELOW) AT
LEAST 2 Fl/LL WORKJN(e DAYS PRIOR TO STARR~G GRADING NEAR THEIR
FACILJTIES AND SHALL COORDINATE THE WORK WI_TH A CCMPANY REPRESENTARVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E (S0_0)4_11-7_343 AT&T (619)237-2787
SPECTRUM.CABLE [800)227-2600_ CO)( CO/,IMUNICA110N5 (619)262-1122
C/1Y OF CARLSBAD(S1REETS & STORM DF.11IN) (760)434--2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760~438-2722
'SAN DIEGUITO WA 7ER DISTRICT (760 633-2650
"LEUCADIA WAS1EWATER DISTRICT (76D 753-0155
"VALLECITOS WATER DISTRICT (760)744-D460
'OUVENHAIN WATER DISTRICT (760)753-6466
'BUENA SAN/TA TION DISTRICT (760)726-1340 x/JJO
*AS APPROPRIATE
32. PE:f/MIT COMPLJANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLJCANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNl(;AL _ ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO COMPLETION OF GRADING WOR/1 -TH£ FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER V/A THE
PR0JE9T INSPECTOR PER SECTION 15./6.120 _OF THE CARLSBAD
MUNICIPAL CODE:
(1) FINAL REPORT BY SUPffiV/SING GRADING ENGINEER STA 1/NG ALL
GRADING IS COMPLETE. ALL EROS/ON ~ON1ROL, SLOPE PLANTING
AND /RR/GA 1/0N ARE INSTALLED IN ~ONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARThENT).
(2) AS--BU/LT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAC/JES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. 71/E REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SO/!S ENGINEER IHA T THE
GRADING WAS DONE IN ACCORDANCE Wl711 TH£ REQUIREMENTS AND
RECOMMENDATIONS OU11.JNED IN THE ?RELJMINARY SO/LS REPORT
AND ANY SUPPLEMENTS THffiETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PUN, IF REQUIRED BY THE
Cl.TY.
($) PE/?MANENT STRUCWRAL BMP INSTALLA TON C£R11FICA.TE.
(6) PERMITTED WALL FINAL INSPECTION REPOc~T.
33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITIIIN ONE (1)
YEAR AFTER _ THE CITY ENGINEER'S APPROVAL, TH£S:: PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLAN.CHECK FE[$ WILL BE REQUIRED FOR
ANY SUCH RECHECK.
34. IN ACCORDANCE ;WITH THE CITY STORM WATER STANDARIE, ALL STORM DRAIN INLETS
CONSTRUCTED BY 7HJS_ PLAN SHALL INCLUDE "STENCILS' 8£ ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SA TISFACRON OF THE CITY ENGINEER.
"DECLARATIO!'f OF RESPONSIBIE CHARGE"
EROSION CONTROL NOTES
1. IN CASE EMffiGENCY WORK IS REQUIRED, CONTACT --~Sc:.U=Sl=-E..,S~T~J""O""'H"-'N ___ AT
760-445-5444 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SNALL BE MADE AVAJlABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON
SITE AT CONVENIENT LOCA110NS TO FACILJTATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER _ ISSUED BY THE CALJFORNIA REGIONAL WATER QUALITY CONTROL BOARD, 7HE
QUALIFIED SWPPP_ PRACTIIDNER (QSP) SHALL UPDATE AND_ MAINTAIN 1H£ WATER
POLLUTION CON1ROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDl110NS_ OF _ 7HE PROJECT._
THE UPDATED WPC PLAN ANO UPDATED SWPPP SHALL BE KEPT AT 11-IE PROJECT $/TE AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADD/7/0NAL CONSTRUCTION BMP"S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL 8£ PROVIDED TO ADDRESS SITE COND/7/0NS NOT
ANTIC/PA TED. THE QSP SHAU REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVA. FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES ro BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA 1/SFACRON OF THi: CITY ENGINEER AmR EACH RUN-OFF PRODUCING RAJNFALL
5. THE CONTRACTOR SHALL INSrALL ADD/7/0NAL EROSION CON1ROL MEASURES AS MAY BE
REQUIRED BY _ THE CITY [NG/NEER DUE TO UNCOMPLETED .GRADING OPERA RONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUB/JC TRESPASS ONTO AREAS WHffiE iMPOUNDED WATERS CREA TE A
HAZARDOUS COND/.110N.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE IN.CORPORA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FA(;E OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECRYE DEVICES SHOWN SHALL 8£ IN PLACE AT THE END OF EACH
WORKlNG DAY WHEN THE FlVE (5) DAY RAIN PROBABILJTY FORECAST EXCEEDS FIFTY
PERCENT (50%). SILT AND OiHER DEBRIS SHALL BE REMOVED AmR EACH RAINFALL
10. ALL GRAVEL BAGS SHALL Bf BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NARON OF HYDROSEEDED SLOPES FAIL TO PRO't1D£ EFFfCTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN _ ACCORDANCE WITH_ $£CRON 35.023 OF 7HE
ffiOSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSffiVARON
STA TE OF CALIFORNIA. -'
TEMPORARY EROSION CONTROL
PLANTING AND ffiRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRJGA TION SHALL 8£
INSTALLED AND MAJNTAIIIED AS REQUIRED IN SEC1ION 212 OF THE STANDARD
SPECIF/CA RONS AND THE FOllOWlNG:
A. HYDROS££DING SHALL BE AFf'LIED 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 STRE£T.
b. ALL SLOPES 4 rEET OR MORE IN HEIGHT.
2. AREAS GRADED FLA 17ER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/11.0NS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTR/JCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENRF/ED BY JHE PARKS AND RECREA RON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLJC.
c. HA VE ANY SPECIAL COND/110N IDENTIFIED BY THE CITY ENGINEER
IHA T WARRAN TS IMMEVIA TE TREATMENT.
B; HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGH" FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOIi PRECIPITA RON SPRINKLER HEADS PROVIDING 1001&
COVERAGE.
b. GREATER THAN 8 FEET JN HEIGHT SHALL BE WA T£RED BY A
CONVENRONAL SYSTEM OF _LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
I H£RE;BY DECLARE IHA Tl _AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
HA VE_ EXfflCISED RESPONSIBLE CHARGE O',ER THE DESIGN OF THE PROJECT AS DEF/NEV ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PR0POS£D
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CQJE, AND THAT THE DESIGN IS SCHEME TO PROVIDE IRRIGATION TO .THE CITY ENGINEER, THE PROPOSAL SHALL BE
CONSISTENT WITH CURRENT STANDARDS. SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF 11-1£
l UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AMD SPECIFICARONS BY THE THE PROPOSED 5YS1£M. CITY OF CARLSBAD DOES NOT RELJEVE ME, AS EN,/NEER OF WORK, OF MY 3. IRRJGA TION SHALL MAINTAIN THE MO/SWRE LEVEL OF THE SOIL AT THE OPTIMUM
RESPONSIBILJTIES FOR PROJECT DESIGN. LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
FIRM: THE SEA BR/GI-IT COMPANY A"c~"""--C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: ~iofESSio,v-1. 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
ADDRESS:_ 4322 SEA BRIGHT PLACE 0 &I."-' 0. s11,1; <<: a. 20 lbs. PER ACRE OF ROSE CLO',ER
CITY, STA TE: CARLSBAD, CA 92008 § <$' ¢o ~ b. 20 lbs. PER ACRE OF ZORRO FESCUE
=Lfi-p•uoNE·.-_ (76D)_ 7,_20-_ 0098 f ,· -~ ~ c. 3 lbs. PER ACRf Of E SCHOOL CIA CAUFORNICA
,~, n I / 1 -d 4 lbs. PER ACR£_ OF ACHILLEA MILLEFOLJA
BY: ROBERTO. -(sNUAKMUEP OF ENGINEER'' DAT£: 01/l 1 _ _ ':,
0
~p.c~~8330111~: ef.: 3 lbs. PER ACR[ OF ALYSSUM (CARPET OF SNOW)
1 0 ~/ J 1/2 lb. PER ACRE OF DIMORPHOLECA
R.C.E NO.: 28302 _ _ <11, 0 CML 1~.,_-%-"' g. ITEMS. c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
REG/STRATI-ON EXPIRAR-ON DATE_: 03/31/18 __ -_ ,--
1
, <cr-t __ trFc~L1,-,-__ 0,) , LOCATIONS .WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE _ , FROM EITHER A PUBLIC STREET OR RESIDENRAL STRUC7URES.
SOII.S ENGINEER'S CERTIFICATE (JV, iJJJ-'.)J.._f'h:' ITEM a OF 7HIS SUBSECRON MUSr 8£ INOCULATED WITH A
I. J_ +9 / tA-:S:' -A . C-E/2{&;!! £ , A REGIST_EREO _(C/VI'/ NITROGEN FIXING BACTERIA AND APPLIED DRY EITH£R BY DRIWNG ~ OR BROADCAS11/IG BEFORE HYDROSEEDING.
GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY _DOING I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT UNOPENED CONTAINERS WITH THE CALJFORNIA _DEPAR1MENT OF
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS FOOD AND AG<ICUL1URE CER11F/CA110N TAG ATTACHED TO, OR
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF PRINTED ON SA/0 CONTAINERS.
-~-----, 2o __ AND ,~=--:::::=:-;----:c:=-=' _20_. -· TWO j. NON-PHY10-TOXIC WEmNG AGENTS MAY 8£ ADDED TO THE
COPIES OF THE SOILS REPORT COMPILED FROM 7H/S STUDY, 'MTH MY HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
'RECOMMEN-DA 110-NS_,_ HAS-BE-EN SUBM/~O TH-E-CFFICE OF 7HE CITY ENGJNE~R. _ ~ ~ 2. TYPE 1 MULCH APPLJED AT THE RA TE OF NO LESS THAN 2000 1/,s PER ACRE. ~"~B6Sio,, ~ _ · TYPE 6 MULCH (STRAW) MAY BE SUBSnTUTED, ALL OR PART, FOR
-~'<"' _ •fJJ(,r;.7\S/GNED: ~ •--~--= __ HYDRAULJCALLY APP/JED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£
-~.:f!t"'-t-. Ct,e,;,<:?~~ ,.E./P.E. No.: 2007 ,, c& 3 44 z -z 'i{;[Hi:fw j~T-gi6n,f~°tiE BY MECHANICALLY PUNCHING No LEss 11-IAN 50% oF
~ fil~. ,.,,,_,,no ____ /""\\ ';f'UA_ 7£: A-_ v,r_ 2/, ZOf 7_ 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20--0, WITH 15%
,_,_""_"'_, ~1~: wil_. -rzJ, :~CENSE £XPIRA6TWN DATE: 'ii 30 / 17 D. AREAS :iL:;u:.;::;1/:0E~i s~~R~"'fp~p~~~:~Rr;;: :oc~~ROSEEDING BY:
"40 <,°:)/,'!.· !j 1. ROUGHENING 7HE SU~FACE TO 8£ PLANTED BY ANY OR A COMB/NA RON OF: %?. oriic~fi:-::'c::-<iff/1 OWNER'S CERTIFICATE a. TRACK WALK/NG SLOPES STEEPER THAN 6:1
1 ( WE: ,'E,.flfRiFll cfRTIFY THAT A REGISTERED so,Ls ENGINEER oR b. HARROWING APE.As 6: 1 oR FLATTER mA T ARE suFF1c1EN1L y
GEOLOGIST HAS BEEN OR 'MLL BE RETA/N£D TO SUPERVISE OVER-ALL FRIABLE. GRADING ACTIVITY AND ADVISE ON THE COMPACTiOJ\ AND STAB/UTY OF c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
7HIS SITE. IF_ THIS PROJECT/DEVELOPMENT IS 51.J3JECT TO A STATE-ABOVE. REGULA TED SWPPP, I __ (WE) ALSO AGREE A QUALIFIED SWPPP PRACRTIONER 2. COND/710NJNG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
(QSP) .HAS EEN OR 'MLL BE RETAINED TO SUPERVISE IMPLEMENTATION OF a. ADJUSTING TH[ SURFACE SOIL MOIS1URE TO PROVIDE A DAMP
'rHE-SWPPP • CCO DANCE WITH THE CALIFORNIA CON5TRUCTION ORDER AND BUT NOTSATUPATED SEED BED,
MUNICIPAL -1 IT. L ~ Ti;ST fCIRS!pN.,1 I{\/\ b. THE ADD/710N CF SOIL AMENDMENTS, PH ADJUSTh/ENT, LEACHING " "'U i 1 COVERING SALi'/£ SOILS TO PROVIDED VIABLE CONDlilONS FOR
_> -~ 1 ./i // --_1 If,\ y\, J,-0\ 1 E. HYDROSEEDEDG~~~ SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
~ SUS/£ S JOHN v DA TE THE PROJECT JS PERMANENIT Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNRL THE PROJECT IS COMPLETED AND ALL BONDS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA 11:D BY ff.lD SH!mi METHODS FROM INFORMA RON GATHERED ON JANUARY ,
20 .,.1L BJ'. RAKER I ANQ £/R\/fYS CARI $RAD CA 92QQ8 -•
TOPOGRAPHY _SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARC[L NUM££R(5)
205-230-23 _ _ _
THE cAu,g~NIA COORDINATE INDEX
N E
OF THIS PROJECT IS:
1665
RELEASED.
F. ALL SLOPES SHALL HA ',E /RR/GA RON INSTALLED AND BE STABILJZED, PLANTED AND/OR
HYDROSEEDED WITHIN TEN (IQ) DAYS OF THE 1/ME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVEO GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT
(RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE,
EXCELSIOR OR S1RAW BLANKfT IS UNACCEPTABLE.
G. SHOULD GERM/NATION OF H'(i)ROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN
70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILJZED BY AN APPROVED RECP.
JUTE, EXCELSIOR AND 51RAW BLANKET IS UNACCEPTABLE.
H. LANDSCAPING SHALL BE ACCOMPLISHED DN ALL SLOPES AND PADS AS REQUIRED BY THE
CITY LANDSCAPE MANUAL, 17'E LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY
THE CITY ENGINEER OR CITY PLANNER. --
VICINITY MAP
CHESTNUT
MAGNOLJA
TAMARACK AVE
THOMAS BROS. PG ·106 G-5
INDEX OF SHEETS
1111£ SHEET
GRADING PLAN
Sl'rPPP TITLE SHEET
EROSION CONTROL PLAN
LEGAL DESCRIPTION
SHEET 1
SHEET 2
SHEET 3
SHEET 4
PORTION OF TRACT 250 OF MAP NO. 1681 SEE GRANT DEED DOC; 20/1-0252273
RECORDED MAY 16, 2011
PROJECT ADDRESS
3657 MONROE STREET
CARLSSAD, CA 92008
DEVELOPER
NAME: SUSIE & RICK ST. JOHN
3657 MONROE STREEf
ADDRESS: CARLSBAD, CA 92008
PHONE NO.: 760-445-5444
REFERENCE DRAWINGS
DWG 159-9 SHT 49
DWS 119-8
EARTilll'ORK QUANTI'fIES
CUT: 50 CY
FILL: 110 CY.
IMPORT: 60 CY.
EXPORT: -0
REMEDIAL:----200 (90x6Dx1/21)
• SUBJECT 7ll CHANGE BASED ON IIHAT
EXISTS UNDER EXISTING rlOUS£ -
BENCH MARK
DESCRIPTION:-==c-c-=c-==-c--~-------~-
LOCATION: CITY Of CARLSBAD CLSB-16!2
RECORDED: C/1Y Of CARLSBAD SURVF;Y CQITROL NE1WORK
ELEVA RON: -MWM: NG\ID 29
f~I~ NOT TO ~ ~SCALE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS
REMEDIAL GRADING, DRAINAGE FACILJ11£S, EROSION CON1ROL FACILJTIE$, AND
PLANTING OF PffiMANENT LANDSCAPINQ AND PREPARA T/ON OF AS-BUILT GRADING PLANS
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS 5,f
OF PLANS AND THE CITY STANDARDS, SPECIF/CA RONS, REQUIREMENTS RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS. --'
TH£ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE 1/ME 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_ NIA DATED. ____ _
5. THE ST AND ARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDA DONS BY GEOTECHNICAL EXPLORATION NC
~---DA TED DECEMBER 21. 2016
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODlflED BY
THE CITY OF CARLSBAD STANDARDS. -
8. CALJFORNIA COASTALCOMM/SS/ON DEVELOPMENT PERMIT COND/110NS
DATED N{!<
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NIA
10. STORM WATER POLLUTION (1/ER 2) PREVENTION PLAN PREPARED ' •
BY ROBERT 0. SUKUP DATED 4/5/17
WDID NO. NIA
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY NM_ DATED ___ _
12. CALIFORNIA STORM WATER QUALJTY ASSOCIATION BMP CONSTRUCRON hANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL
LEGEND
DESCRIPTION DWG.NO.
4" PVC PIPE
4" <!) DRAIN INLETS
PROPOSED CONCRffi DRIVEWAY /FLATWORK
10# RIP RAP
PROPOSED ELEVATION
EXISTING ELEVATION
(E) CONCREfE
(E) TOPOGRAPHICAL COITTOUR
NEW COITTOUR LIN£
PROPERlY LINE
EASEMEITT BOUNDARY
(P) = PROPOSED
(E) = EXISTING
POST-CONSTRUCTION BMP TABLE
SYMBOL
4•• ==/_
□
--(216)-
--218 -
--t--
QU$ITY
1
1
80 L.F.
4 EA
830 S.F.
12 S.F.
STORMWA TER REQUIREMENTS THAT APPLY:
1\77 STANDARD STORMWATER REQUIREMENTS LJ PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM HYDROMODIFl(;A RON?
□ YES (SEE SWMP FOR DOCUMENTATION)
□ NO
TYPE DESCRIP'l'ION 011NERSBIP
TOTAL LOT AREA -, 18.431 sf
TOTAL DIS7URBED AREA -9 900 sf
(THIS AREA INCLUDES BUT IS NOT UM/TED TO
OFF-SITE WORK INCLUDING PUB/JC IMPROVEMENTS
AND TEMPORARY DISWRBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAmc, SOIL/GRAVEL PILES, URLJTY
1RENCHE5, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPffiVIOUS AREA = 2545
TOTAL PROPOSED IMPERVIOUS AREA -4641
IIAINTENANCE
AGREE!t!ENT SHEET NO. ~ANCE
FREQ~CY
"AS BUil T"
Tcu .. ~A.A'---. 11 ',, r, ~{4 /10
RCE 12,?J()"l-EXP. 3l3t\'io .
'
IN;iPEQ.TOR I
er. (p;. fi] '
DATE
r ~ · I
'---t---t------------+--1---1----l----l I SHlEET I CITY OF CARLSBAD SHEETS
1 ~~~=;;::;,:;;E~N~G~IN~E:::ER:::IN:::G::::::::D::EP:::::A:::R::::TM:::E:::N::::T==~i=4=· ::::!
f---t---t----------------+---1---1---...l---l GRADING PLANS FOR: '
11\
DA TE INITIAL DA TE INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL
I I I I
ST. JOHN RESIDENCE
3657 MONROE ST.
GR2017~0028 llTLE SHEET ,
Af'lPROVED: // // f!J /JJ,--t JAS~N s. __ ,G l;LDERT
Y.dLJw;/1 / /41$)1,// f}/{,t /z O I'.:}-
CiTY ENGINtER RCE 63912 EXPIRES 9/30118 DAlE
' DWN BY: ~•
CHKD BY: __ _
RVWD BY:
L/PROJEC1 NQ. DRAWING NO.
DEV2017,,-0089 504-1 A
\ F '
-----.-,,_ -' _' :
I I
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0
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?, ;
/, . ,.,-,··, .. , ' ' £X/S71N(; DVWY
· 1·· DEPRESSED IN THE
CENJF:R ABOUT 1" TO
\CREATE: A FLOW UN£
' . I f \ f ~(•r;u: ? t
I
' '
' .
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•
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SD-2
JOO'
-(:;. IAAGNOLIA A✓ENUE ---
FF= 216.2'
PAD = 215.5'
A
I
. I
seioe& I c.0.,1
7.0 ~
8.0'
215.15 TG
214.65 IE
r-t-TOP OF SLOP£
I . "' ~ "',· --,._"'
"' I I ,o /(/) ..
' l
2.o'iro TOP OF SLOPE ,, ''
A
: ✓.c i ·i
'' . '
42" WOOD
FENCE @ I[ (£) '.
-5.o·
'__/ /1----~-~-PUBUC STREET AND
//" UTILJTY F:ASE/,IENT PF:R
· •• PR2D17-0009
SMH\
CROSS
WALK
· ./""'-DwG 119-a
:--to.a·
l
PER DWG 15~-9
SHT 49
o· 10'
SCALE 1" =10'
20' 30' 40'
SOURCE CONTROL BEST MANAGEMENT PRACTICES (BMP's) TO BE IMPLEMENTED
SC-1 PREVENT ANY DISCHARGES OF HAZARDOUS MATERIALS.
SC-3 PROTECT OUTDOOR STORED MATERIALS FROM RAINFALL, RUN-ON,
RUN-OFF, AND WIND OISPERSAL.
SC-4 PROTECT MATERIALS IN OUTDOOR WORK AREAS PER SC-3 ABOVE.
SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL. RUN-ON,
RUN-OFF, AND WIND DISPERSAL
SC-6 INDOOR AND STRUCTURAL PEST CONTROL AND OUTDOOR
PESTICIDES TO BE USED PER MANUFACTURERS SPECIFICATIONS.
USE ORGANIC WHEREVER POSSIBLE. FIRE SPRINKLER TEST WATER
IS TO DISCHARGE TO SEWER SYSTEM. NEW HARDSCAPE TO DRAIN
TO LANDSCAPE/PERVIOUS AREAS
SITE DESIGN BEST MANAGEMENT PRACTICES (BMP's)
SD-2 CONSERVE EXISTING SOILS AND VEGETATION WHERE POSSIBLE.
SD-3 MINIMIZE IMPERVIOUS AREA (USE EXISTING DRIVEWAY.
SD-4 MINIMIZE SOIL COMPACTION (NEW HOUSE AREA ONLY)
SD-5. HAVE IMPERVIOUS AREAS DRAIN TO LANDSCAPE WHERE
FEASIBLE.
SD-7 LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES.
ABBREVIATIONS
216.2 = FF
215,5 = PAD
FC = FINISHED CONCRETE
EP = EDGE OF PAVEMENT
FF = FINISHED FLOOR
FS = FINISHED SURFACE
FL = FLOW LINE
HP = HIGH POINT
IE -INVERT ELEVATION
OHL= OVERHEAD LINE
PP = POWER POLE
TC = TOP OF CURB
TG = TOP OF GRATE
(G) = EXISTING GAS
(S) = EXISTING SEWER
(W) = EXISTING WATER
CO = CLEAN OUT
BF -BACKFLOW
a.a·
TO TO£
7.0'
TO FL
20' fr.
SECTION A-A
1" = 1 O' H&V
MONROE
ST.
"AS BUil T"
SMH = SEWER MANHOLE
FYSB = FRONT YARD SETBACK
RYSB= REAR YARD SETBACK
SYSB= SIDE YARD SETBACK
DVWY= DRIVEWAY
~~ . ,1-1lt8
it -PROPERTY LINE
(ST) = STRAIGHT GRADE
RCE'2a102 EXP.§/31 /zn
REVIEWED BY:
C} ;v\ c Jv\ c.J../\~•-
IN;,PECTOR
DATE
'? · 6' /{ifr
DATE
!---+-----+------------+--t---+---+---t I SH2EET I CITY OF CARLSBAD I SHE4ETS I
ENGINEERING DEPARTh1ENT
1----r--+---------------1----t----t---+----i ;:;G;:;RAD::;:;;IN;;G:;.::;P;;:LAN:;· ;;S;;::;FO;;R:;:·========:....:::===;
ST. JOHN RESIDENCE
3657 MONROE ST.
GR2017-0028,., , GRADING PLAN
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TIER 2 CITY STORM
STORM WATER POLLUTION PREVENTIONNOTES
GtNERAL SllE MANAGEMENT REQIJ1Rti.lENT$
TH£ tOllOW!NG GF;NERAL SIT£ MANAG£MENT R£QU/R£J,(ENTS SHALL B£ ADHERED TO {iR@Q/:f_ (;_Q!:f.TROL /j_'(J}_RQS£.FJ)_IN(}., PLANTING ,B/:!.Q IRR/~4 TIQN
THROUGHOUT TH£ DURATION OF TH£ CONSTRUCTION WORK {YE:AR ROUND). /. ALL PERMANENT AND TEMPORARY EROSION CONTPOL PLANTING AND /RR/GA TION SHALL
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: SUSIE Sf. JOHN FROM: OWNER 8£ !NSTALl.tD AND MAIN.TA/NED AS REQUIRED IN SECTl<N 212 OF TH£ STANDARD
AT (TEL.NO.) 760-445-5444 sP£C/ACA TIONS AND TH£ FOLLOl!ING:
2. DEVICES SHOWN ON CITY APPROVE!) .. PLANS SHAil. NOT 8£ MOVED QR MO(}/F/£1) A H YDROSEE{)!N(J SHALL 8£ APPU£D TD:
IIITHOUT lJ/£ APPROVAL OF THE £NG!N££RING INSPECTOR. 1 ALL SLOPES lHAT ARE GRAD£!) 6: 1 {HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY AR£:
3. .. .7f/£ CONTRACTOR SHALL RESTORE ALL. EROSION C(?NTROL [)EV/CE~ TD. WORKING ORDEf/ a. THREE FEET QR MOR£ IN HDGHT AND ADJACENT TO PUBUC
TO T/1£ SATISFACTION . OF lHE CITY ENGINEER AFTER EACH RUN-OFF PRO(}UCINIJ RAINFALL. WALL OR STREET.
4. THE .CONTRACTOR SHALL INSTALL ADDITIONAL EROSION C(JNTROL MEASURES AS MAY BE
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
REQUIRED BY THE CITY ENG/NEER .DUI; TO UNC0MPf£TEI) GRADING OPERATIONS OR UNFORSEEN 2 .AREAS GRADED FLATTER THAN 6: 1 .If/EN ANY OF THE
.c/RCUMSTANC£S WHICH MAY ARIS£ FOLLOl!ING CONDITIONS EXIST:
5. . TH£ CONTRACTOR SHALL BE RESPONSIBLE AND Sf/All TAK£{!£C£SSARY PRECAUTIONS . o. NOT SCHEDULED FOR /MPROIEMENTS {CONSTRUCTION OR
TO PREVENT PUBUC TRESPASS ONTO AR£AS ltf/ERE IMPOUNDED WA~S GREAT£ A HAZARDOUS GENERAL LANDSCAPING) l!l'H/N 60 DA I'S OF ROUGH GRADING.
CONDITION. b. ID£N7JFl£1) BY T/1£ PARKS IND RECREATION DIRECTOR AS
H/CHL Y VIS/BL£ TO TH£ PUBUC.
6: GRADING AREAS AR(]IJND 'THE PROJECTPERIMETER MUST DRAIN AWAY FROM THE FACE C. HA VE ANY SPECIAL CONDIWN IDENTIAED BY THE CITY
OF SLOPE AT T!-1/I l:ONi::LUS/ON OF EACH WORKING DA Y. £NG/NEER T!-IA T WARRANTS IMM£DJA TE TR£A TMENT.
7, All Rtl.lOVABL£PR07ECTIVE 0£V/C£S SHALL 8£ IN PLACE AT T!-/E END OF £ACH WORKING B HYDROSEED/NG .AREAS SHALL 8£ !RR/GA TED IN ACCORDANCE 111TH TH£ PAY WHEN A.1/E. (5) QAYRA/N PROBABIUTY FORECAST £XC£El)S FORTY PEi?t;ENT(4D%). SILT FOLLOWING CRITERIA: .. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 1 ALL SLOPES THA T AR£ GRADED 6: 1 QR STEEPER AND lHA T AR£:
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGAT£ a. T!-IREE TO EIGHT FEET IN HEJGHT SHALL BE !RR/GA TED BY HAND
WA.TERING FROM QUICK COUPLERS/HOSE BIBS OR A
9. ALL EXPOSED DiSTIJRBED AREAS MUST HAif [RDS/ON PROTECTION E!MPs PROPERLY CONVENTIONAL Si'STEM OF WW PRE Cf PITA TION SPRINKLER
!NSTALiEJJ. THIS INCLUDES ALL BUILDING PAQS, UNFINISHED ROADS, AND SLOPES. . HEADS PROVIDING 100% CO'rfRAG£.
b. GREATER THAN 8 F££T IN fEIGHT SHALL 8£ WATERED BY A
10. ADEQUATE PERIMETER PROTECTION BMPs MIJST BE /NSTAi.J.£D AND MAINTAINED AND CONVENTIONAL Si'STEM OF LOW PREC/PITA T!ON SPRINKLER HEADS
WILL 8£ UPGRADED, IF N£CESSAR Y, TO PROV/OE Si.JmCIENT PROTECTION FROM RUNOFF PROVIDING 100% COVERAG£
DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE fNSTA/J.tD. ANQ MAINTAINED. 2 AREAS SLOPED LESS THAN 6: 1 SHAil BE IRRIGATED AS APPROVED BY
lHE CITY ENGINEER, PRIOR TO HYDROSEE/1/NG. T/1E DEVELOPER SHALL
ADEQUATE 8MPs TO CONTROL OFFSl7E SEDIMENT TRACKING i,(IJST 8£ JNS1AL1.EI) AND SUBMITA PROPOSED. SCHEME TO PR?V/OE /RR/GA lJON TO THE CITY 12.
MAINTAINED. ENGINEER. THE PROPOSAL SHALL BE SPEC/AC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE E/.£',/ENTS OF TH£ PROPOS£1) Si'STEM.
I
I
' i
13. A MINIMUM OF 125% OF THE MATERIAL NEEDEt:I TOO INSTALL .STANDBY BMPs TO
PROTEC.T TH£ EXPOSED AREAS FROM £ROS/ON AND PREVENT SEDIMENT.DISCHARGES, 3 /RR/GA T!ON SHALL MAINTAIN THE MO/STIJRE LEVEL OF TH£ SOIL AT TH£
MUST 8£ STORED ONSJT£ AREAS ALRF:ADY PR07ECTED FROM EROSION USING PHYSICAL OPTIMUM LEVEL FOR THE GRADING OF TH, HYDROSEEDED GROWT/1.
STAEJIUZATION OR ESTABUSHED VEGETATION STAEJ.!UZAT!ON BMPs AR£.NOtCONSJQ£R£1)
TO BE "EXPOSED' FOR PURPOSES OF T!-/!S R£QUIR£M/!flT. C HYDROS££0/NG MIX SHALL CONSIST OF ALL OF TH£ FOLLOl!ING:
1 SEED MIX SHALL CONSIST OF ND LESS THAN:
14. THE Ol'INER/DEVELOPER/CON7RACTOR MUST .. FOLLOW. •~ATHER TRIGGERED" ACT/ON 20 lbs. PER ACR£ OF ROSE CLOlfJi' a.
PLAN AND BE ABLE. TD DEPLOY STANDBY .BMPs TO PROTECT lHE EXPOSED PDR7)0f{S OF b .. 20./bs PER ACRE OF ZORROFESCUE
THE SllE 11177-ilN 48 HOURS .OF A PREDICTED STORM £VENT (A PREDICTED STORM £VENT 3/bs PER ACRE OF £ SCHOOL CIA CAUFDRN/CA .c. IS DEANED AS A f0% CHANCE OF RAIN l!ITHIN A 5-:DAY NATIONAL WEATHER ~VICE: d 4 lbs PER ACRE OF ACHILL£A MllLEFOLIA FORECAST). ON REQUEST; TH£ OWNER/f)EVELOPER/CONTRACTQR MUST PROVIDE PROOF e. 3/bs PER ACRE OF AL YSSUN {CARPET OF SNOW}
OF THIS CAPAB!UTY. f. 1/2 lb. P£R ACRE IF DIMORPHOLECA
. /fi.. DEPLOWENT OF PHYSICAL OR VEGETA.T!ON £ROS/ON CONTROL, BMPs MUST COMMENCE g. ITEMS c, d, e, AND f OF T/15 SUBSECTION MA Y BE OMITTED ON
AS SOON AS SLOPES ARE COMPLETED. T!-/E QWNEfl/DEVELOPER/CONTRACTOR MAY NOTR£LY VISIBLE FROM EITHER A PUBilC STREET OR RESIDENT/AL
ON TH£,ABIUTY TD DEPLOY STANDBY Bl.IP MA1'£RIAL$ TO PREVENT EROSION .OF .SLOPES Tl1AT STRUCTIJRES.
HA V£ BEEN C0MPLET£D. h. ITEM a OF THIS SUBSECTION MUST 8£ /NOCULA TED WITH A
NITROGEN AXING BACTERIA AND APPLJ£J) DRY EITHER BY
i i
16. THE AREA .THAT CAN.BE CLEARED,. qf/ADED,. AND LEFT EXPOSED AT ONE TIME IS DR/WNG OR BROADCASING BEFORE HYDROSE£D/NG; . LIMITED TO THE AMOUNT OF ACREAGE lHAT T/1ECONTRACTOR CAN ADEQUATE.LY PROTECT i. ALL SEED MA TER/ALS SHALL 8£ TRANSPORTED TO T/1E ,/OBS/TE
PRIOR TD A PREDIC"f£D RAIN EVENT. FOR LARGER SflES, rJRAO/NG SflOUW 8£ PHAS£1). IN 1/NOPENED CONTAINERS VITH THE CAUFORN!A DEPARTMENT
IT MAY 8£ NECESSARY TO !)£PLOY £ROS/ON ANO SEDIMENT CONTROL BMPs IN AREAS lHAT OF FOOD AND AGR/CUL71JR£ CERTIFICATION TAG ATTACHED TO,
AR£ NOT COMPWED, BUT AR£ NDTA¢7JV£i.YBE!NG WORKED BEFORE ADDITIONAL GRADING OR PRINTED ON SAID CONTANERS.
IS AlLOV£/) TO PROCEED, AT THE DISCRETION OF 77-iE OJ.TY INSPECTOR, j. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE
HrDROS££D SLURRY AT T/1ED/SCRETION OF TH£ CONTRACTOR.
17. . ALL .DISTIJRB£D AREAS TH.AT ARE NOT COMPLETED AND/OR NOTBEING ACTIVELY GRADED
Ml1$T EJ.E FULLY PROT£C7ED FROM EROSION IF LEFT FOR 14 OR MORE DA I'S. T!-1£ A.BIUTY
TO INSTALL BMP MATERIALS IN A PROMPT MANNEf/ IS 1KlI sumctENT. BMPs NEED TD BE 2 TYPE i MULCH APPU£D AT TH£ RA TE OF NO LESS HAN 2000 lbs PER
INSTAI.L£D IN THESE AREAS. ACRE. TYPE 6 MULCH {STRAW) MAY BE SUBSTITIJTED,. WHEN STRAW IS usm.
18. BMPs MUST 8£ STOCKPILED AT VAR/DUS LOCATION THROUGHOUT TH£ PROJECT SITE: IT MUST 8£ ANCHORED TO T!-1£ SLOP£ BY M£CHANICALL YPUNCHING NO LESS
THROUGHOUT THE YEAR.. WHENEVER TH£R£ IS A. 40% CHANCE DR GREATER OF A RAIN THAN 50% IF T/1£ STRAW INTO TH£ SOIL
l!ITH!N A THREE (J) DAY FORECAST, TH£/NSf'ECTOR WILL. VERIFY THATBMPs ARE :5 FER'llUZER CONS/STING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 ADEQUATELY STOCKPILED. BMPs .MIJST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN 111TH 15% SULPHUR APPU£D AT TH£ RA TE OF 500 lbs, PER AC8£. THERE IS 50% CHANCE OF RAIN W!.T/f/N A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
T/1/S RtQufREMENT COULD RESULT IN THE ISSUANCE OFA STOP ltQRK N0ll(J£ OR OTHER D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSE£DING: ENFORCEMENT ACTION. 1 ROUGHEN!NIJ THE SURFACE TO 8£ PLAVTED BY ANY OR A .
19. . ALL. TR£A TM£NT AND EROSION CONTROL BMPs MUST BE INSPECTED 'M:p(LY ANll COMB/NA lJON OF:
PRIOR TO A FOR£CASTED RAIN EVENT OF GREA, TER THAN 50X, AND AFTER A RAIN EVENT: IJ. TRACK WALKING SLOPES STEEPER THAN 6: 1.
IN. ADDITION, TREA 7/JENT CONTROL BMPs MUST 8£ SERVICED AS NEEJ)El) THROUGHOUT b. HARROl!ING AREAS 6: 1 OR AA TT£R T/1A T ARE SUfflCIENTLY
T/1£ YE:AR. FRIABLE
2 AREAS GRADED FLA TT£R THAN 6: 1 Wf£N ANY OF THE FOLLOl!ING
20. .. IF SEL!CTED BMP FAILS /JUR/NG A RAIN EVENT, IT MUST BE REPAIRED OR !MPROVW CONDITIONS EXIST.·
OR REPLAC£1) ltfTH AN ACCEPTABLE AtTERNA T£ AS SOON AS IT IS SA.Ff TO QO §0. TH£ a. ADJUSTING T!-1£ SURFACE SO/i MOIST/JR£ TO PROVIDE A DAMP
FAIL/JR£ OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE: CIR(;JJM$TANC£S IN fl'HICH BIT NOT SA TIJRA TED SEED 8£D.
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MOR£ ROBUST BMP b. THE ADD/7/0N OF SOIL AMEN/JIENTS, PH ADJUSTMENT, LEACHING
MEASURE /fl PLACE. . COVERING SAUN£ SOILS TO PROV/0£1) VIABLE CONDITIONS cOR
2/. ALL CONSTRUCTION EMPLOYEES MUST 8£ TRAINED ON .THf IMPORTANCE OF STORM
GROWTH.
WA7ER POLLUTION PREVENTION ANO BMP MAINTENANCE. £ HYDROS£EDl!fG AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNlJL T!-1£ PROJECT IS P£RMANEN71.Y LANDSCAPED OR. FOR AREAS WHERE
HYDROSEED/NG IS THE PERMANENT LANDSCAPNG, UNTIL T/1£ PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. . ALL SLOPES 'SHALL HA VE !RR/GA T!ON INSTALLED AN) 8£ STAB!UZED, PLANTED
WEATHER TRIGGERED ACTION PLAN
AND/OR H'rDROSEEDED l!ITHIN TEN. (10} ,DA I'S OF THE Tl//£ WHEN £IJJlH. SLOPE IS BROUGHT
TO GRADE AS .SHOW ON T!-1£ APPROVED GRADING PLANS
3. SHOULD GERM/NATION OF HYDROS££DED SLOPES OIL TD PROVIDE EFFICIENT THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROT£CT THE EXPOSED PORTIONS OF T/1£ SITE 111THIN 48 HOURS OF A
CO.VERAGE OF GRADING SLOPES (90% CO'ERAGE} PRIOR iO OCTOBER 1, lHE SLOPES SHALL
BE $TABIL/ZED BY AN APPROPRIATEER0$/0N CONTROL MAmNG MATERIAL APPROVED BY
PREDICTED STORM £VENT ( A PREDICTED STORM £VENT.JS DEFINED AS A FORECA'STED, '10% TH£ PUBUC WORKS INSPECTOR.
CHANCE OF RAIN 8Y lHE NA TIONAI. WF:A 1H£R SERVICE), IN ADDITION TO BMPs /MPLEMEN7ED
YEAR-ROUND INCLUDING PERIMETER CoNTRO/., 'I/IND EROSION CONTROi., .. TRACKING, 4. LANDSCAPING SHALL BE ACCDMPUSHED ON ALL SL,?P£S AND PADS AS REQUIRED BY
NON-STORM WATER CONTROL, WASlt MANAGEMENT, ANO MATERIALS POLLUt/ON CONTROL .TH£ CITY OF CARLSBAD LANDSCA.PE MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT
I i
T!-/E NA T/ONAL WF:A TH£R SER.VICE FORECAST SHALL 8£ MONliORED Mill USED BY
OR AS Dl8ECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
THE DEVELQPEf/ ON A DAILY BASIS. IF PRECIPltA'llON IS PREDICTED(40X CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHAlL BE DEPLO'tED 5. THE OWNER/APPUCANT SHALL ENSURE THAT ALL WNTRACTORS SHALL
ltfT!-1/N 48 HQ/JR$ AND PRIOR to T!-1£ .ONSET OF THE PRECIPITA T/ON. COORDINATE. THE WORK OF lH/S CONSTRUCTION SYrPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, ANO /MPRO'IEl{ENT Pi.ANS AS
7HF: DEPLOYMENT·OF THEBMPS SHALL INCLUDE BUT NOT.BE UM/TED TO GRAVEL BAGS AND REQUIRED FOR THIS PROj£CT WORK.
~~AT'~5r /4A~~~U:M°IAJJ%ffs0fo 1ff%of:lf'~~ ~~r/~~'JXrAlfoRf1itJJ/f!,D
PREVENT SE{)IMENT DISCHARGES MUS(EJ.ESTOREO ON:..Sf'ft AREAS 1HATHAV£ ALREADY
BEEN PROT£C7ED FROM EROSION /JS/NG fH'/SfCAL STAB!UZA T!ON OR ESTABUSHED
'{[G£TA7JON STAB/1./ZATIONBMPS AS DETERMINED BY lJ/£ CITY OF CARLSBAD ARf NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF 'WEA T/1ER TR!GGERUJ ACTION PLAN:
AN ADEQIJA 7E sOURct OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
l)EPLll'rMENT OF 'WF:A THER 7RJIJG£R£D BMPS:
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!
'
WATER POLLUTION PREVENTION PLAN(TIER 2SWPPP)
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VICINITY MAP
BEST MANAGEMENT PRACTICE$ (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm 'Nater Waste Management and Materials
BMPs Control BMPs ManagemenBMPs Po/lufi'on Control BMPs
C: -SHEET INDEX· "' "' :§ ~ "" .9. ~ ~ ""' ~
.§ ., § " 0 "' ~ E § ""' SHEET 3: nTl.£ SHEET ~ "' -E .E E "' 0 ! -2 .s .9. .,, .s. ., 0 " SHEET 4: EROSION CONTROL PLANS ~ =:!; "" "' .!!! -C' ~o 0, ... -~ -E 'S " 0, -o-0, C: .!!! g, .,;; "E -E "' ., "' ilr 0 C: "' ~
Best Management Practice* ., .:el .s; 0 0 C: .. 8 <3 1 § .',! ;g_ ..
<: O> O> "' ., "' ,=: ii-~½ ., ~ "' --;g-i .c: &: s
(BMP) Descripton ➔ ~~ " 0 ., "' s ~ ~ O> ~ 0, "' ,, "' ;g ""' " ~ ::i: c:: " "' "' § ~ " ,; ~ (2.) ~ " -ell e _c:: ,, C: 5§ C: C, !: -" §! 0> ~ " Cl) -S: c:.£! ., s 8~ 0 0> ., ~i " E "' E " =:!; C, "' C ii 0, -" ~-"' Ji Q:: -s 0 --1= ·-j I I C s, -., a5 .s e . 0 <i, <l! ~ ~ ] ~ §] ~~ ~:I: o,-~-£ .g ·IOI Q..e 1'. "' ~ "" .,-,, ~-~ al " :, ·--o .__ •~r~ .9 § ~ 2· ~.g ~ .:;2 £ 0 0 g. ., ~ " § ~~ -g 0 2.g ;";:::: 1: ~g oo APN: ~ -fr'. & .a e .c:" ~o ~ C: § 205-230-23 <?l iB_cS vi ~ <J en~ ~ "' -o ~ct cl:.§ & ~-ti ~ i8 -o ~~ Q.. ,;1 -vi "' fl) 0.: (/J .$ "' Q:: §~ c5l =:!; 8 ::i; '
CASQA Designatio, ➔ "' ... "' 00 "' -,.,, ... 0 ,.,, "' "i' ,.,, ..,. "' "' 00 --"' "' "' "" --"' -"" -I I I I I I ..L ~ ,1, ..L J, ..L I J, I I J, ~ J, J, I I i I I I
Constru.clion AcUvitr &:l &:l &:l id id &:l (/j "' "' "' "' !Jj "' f!: f!: <C <C <C i i i i i i
Grad in a /Soil Disturbcnce • • • • • • • Ill
Trenchina/Excovatioo • Ill Sl;TE ~DRESS:
Stockni/inn
Dril/in~ /Borinn ' 3657 MONROE STREET CARLSElAD, CA 92008
ConcretelAsnhalt SaNcuttinn
Concrete Flatwork • Pavina
Condu/t/Pioe Installation
Stucco /Mortar Work • • • Waste Disoosol • • Staainn/Lav Down Area AREA OF DISTURBANCE Eauioment Maintenorx:e and Fuelinn
Hazardous Substance UselStoraae GI
Dewatwinn AREA OF D!SWRBANCE 9,900 S.F.
Site Access Across Dirt
Other //ist):
Instructions: (THIS AREA INCLUDES BUT IS NOT UM/TED TO
1. Check the box to foe left of all applicable construction activity (first column) expe,;ted to occur during construction. OFF-SITE WORK INCLUDING PUBLJC IMPROVEMENTS
2. Located a/o7J'. the \Op of the BMP T~ble is a list of BMP's with it's corresponding California Stormwater Q1,1ality Association (CASQA) designdion number. Choose one AND TEMPORARY DISWRBANCE SUCH AS vFHICI.£
or more BM s you intend to use durmg construction from the list Check the box where the ·chosen activity row intersec.ts with the BMP cdumn. AND EQUIPMENT STAGING AREAS, CONSTRUC71at
3. Refer to the CASQi construction handbook for information and details of the chosen BMPs and how to apply them to the project WORKER FOOT. TRAfflC, SOIL/GRA 111:l. PILES, UTIUTY
TRENCHES, BACKFILL CUTS AND SLOP£ K£YWA YS)
LEGEND CONSTRUCTION THREAT: (DELET£ ITEMS NOT USED ON TH£ SITE MAP)
CONSTRUCTION THREAT TO STORM WAT£R QI/AL/TY (CHFCK BOX):
DESCRIPTION SYMBOL fZ HIGH □ MEDIUM
TR-1, STABIUZEO CONSTRUCnON ENTRANCE ~ 390 SF
SE-5, FIBER ROLL 35 LF OWNER'S CERTIFICATION: OWNER/APPLICANT:
SC-1, SILT FENCE: -0 D D 135 LF I UNDERSTA!v) AND ACKN0Yt1.EDGE THAT I MUST: (1) IMPLEMENT NAME: SUSIE & RICK ST. JOHN
BEST MANAGEMENT PMCTICES (BMPs) DURING CONSTRUCTION ACTIVITIES ADDRESS: 3657 MONROE STRE.ET CARLSBAD, CA 92008 ~ TD Tl/£ MAXIMUM EXTFNT PRACTICABLE TO A WJ/D TH£ MOBIUZA TION OF I
SE-6,8,10 GRAlrfl. BAG c,::,.cc 100 EA POLLUTANTS SUCH AS SEDIMENT AND TO A WJ/D THE E}(POSIJR£ OF STORM TELEPHONE NO.: 760-445-5444
WM-1, MATERIAL DEUVERY AND STORAGE WA 7ER TO CONS]RUCTON REI.A TED POIJ.UTANTS; AND (2) ADHERE TO, AND
l'IM-1 AT AlfGI T!M7i' COMPLY Yt!T!-1 THIS Clrt APPROVED TIEf/ 2 CONSTRUCTION Sl+PPP
m.t-2, MATERIAL USE m.t-2 THROIJ, OU THE DUR4 TIDN OF THE C0NSTRU(;Tl0N ACTIVITIES UNTIL THE EMERGENCY CONTACT:
CON~ . 1 a f/f; tv({o SIGNED OFF BY THE CITY OF;,ARLSBAD. WM-4, SPILL PREVENTION AND CONTROL WM-4 NAM£:, SUSIE ST. JOHN
WM-5, SOUD WA.STE MANAGEMENT WM'-5 \ 'Jv '/ 1/ 1 /J . il\,l(0/1,j, W\ I ADDRESS: 3657 MONROE STREET CARLSBAD, CA 92008
OHNB(S)/ SIJSI, .:, • 'ifN DA TE Ml-8, CONSTRUCnON WASTE MANAGEMENT WM-B TELEPHONE NO.: 760-445-5444
WM-9, SANITARY/SEPnc WASTE MANAGEMENT WM-9
O'lrNB(S)/ O'MIER'S /6ENT NM/£ (SIGNA TIJR£) DAT£ I SH3ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
NAME OF PREPARER: THE SEA BRIGHT COMPANY GRADING PLANS FOR:
~<,.Of ESS/a,y-1. I ST. JOHN RESIDENCE QUAIJFlCA TION Of PREP ARFR· RC£ 28302 ~ 1osi1 o. su,r, <',s ~~ ~{; 3657 MONROE ST. "' '"' ADDRESS: 4322 SEA BRIGHT PLACE 23 en GR2017-0028 EROSION CONTROL SHEET ~ en
CARLSBAD. CA 92008 ~ No. C0n302 ~ * Exp.3 :,;1/1 * APPROVED: /4 ./i/1,:J; JASON 71& EL if.RT" ~ ~ 2,/, r.fJ/T
PHONS NO.: (7W) 720 0098 -1;-< CML ~'<.,'"' CITY ENGINEER / RCE 63912 EXPIRES 9 /30 /18 1 DATE OF C~lll
l?o-6iit ~J 4z= DWN BY:~ ,;,,fz1 PROJECT NO. DRAWING NO.
28302 03i_J1/18 i CHKD BY: DEV2017-0089 RVWD BY: 504-1A
\ SIGNATURf R.0£/CERT. NO. UC. EXP. DATE -'J DATE"
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