HomeMy WebLinkAboutDWG 489-9A; CT 15-04; 725 GRAND AVE - THE GRAND MADISON; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREM[NTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. 7HIS PLAN SUPERSEDES ALL 07HER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD RtGARDING GRADING SHOWN ON 7HIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT L[SSEN OR WAIVE ANY PORTION OF 7HE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUM[NTS LISTED HEREON AS THEY MAY
PERTAIN TO 7H/$ PROJECT. THE ENG/N[ER IN RESPONSIBLE CHARGE SHALL
REVISE 7HES[ PLANS WHEN NON-CONFORMANCt IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR 7HE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REV/SIONS SHALL BE PROMPTLY
SUBMITTED TO 7HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TH[ CITY tNG/NtER IMLL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCt AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADD!TtONAL INSURED ON 7HE
PtRMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. llif INSURANCE COMPANY WRITING TH[ POLICY MUST
HAVE A RA TING Qf_ "A-,-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BEUER AS ESTABLISHED B'(_"8[S_T$" KEY RA TING GUIDE.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
7HE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLAN$ BY THE CITY ENGINEER oats NOT AU7HOR/Zt ANY
WORK OR GRADING TO 8£ PERFORMED UNTIL 7H[ PROPERTY OWNER'$ PERMISSION
HAS BftN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REV/SIONS W1LL BE MADE TO THESE PLANS IMTHOUT 7HE WRITTEN APPROVAL
OF THE CITY /:NG/NEER, NOTED Wl7HIN THE REI/IS/ON BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND 7HE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME 7Ht PROP[RTY OF 7HE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRA W1NG SHALL -BE REV/SED TO RtFLECT AS-BUILT CONDITION$
BY 7HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 7HE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
7HE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHfRE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY_ SHEET, (8) LABORATORY WORK SH[ETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 7HE STA TE OF
CALIFORNIA, P,'?INCIPALL Y DOING BUSINESS IN 7H[ FIELD OF APPLIED SOILS
MECHANICS. 7HE SOILS REPORT WILL BE SUBMITTED TO 7HE CITY ENG/Nf[R/NG
INSPECTOR W1THIN TWO WORKING DAYS OF THE: COMPLETION OF FlfLD TfSTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN 7H[ SOILS REPORT IS Rf QUIRED
PRIOR TO 7Hf ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UND[R 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 114TH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EAR7HWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS !I/ILL BE SUBMITTED TO 7HE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MU:TING SHALL BE HELD AT THE S/7F PRIOR TO llif
BFGINNING Of WORK AND SHAii BE ATTFNDFD BY All R6°RESENTA ll\f"S
8t$PON5/8LE FOR CONSTRUCT/ON, INSPECTION, SUPERV/S/ON, TESTING AND ALL 07HER
ASPECTS OF 1HE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MtfTING BY CALLING 7Ht INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAY$ PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR !I/ILL 7HEN BE
CONTACTED BY 7HE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDUUNG. 7HE GRADING PERMIT WILL BE PROV/OED BY THI: PROJtCT INSPECTOR
AT 7HE MEETING.
15. All INS&GVON R£0UESTS OTHER THAN FOR PRFCONSTRllCTION MEETING WI/ L BE
MADE BY GAi I ING TH[ fNGfNEFR/NG 24 HO/JR INSPECTION R[()llf$T /INF AT
(760) 438-3891 INSPECTION REQUEST MUST BE RECEl\f"D PRIOR TO 2: oo PM
ON 7HE DAY BEFORE_ T/jf INSPECTION IS NEEDED. INSPECTION$ !I/ILL 8£ MADE
THE NEXT WORK DAY UNLESS YOU REQUEST 07HERIMSE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHfDULED FOR TWO FULL WORK DAYS LATER.
16. THf OWNER AND/OR APPLICANT 7HROUGH THE DEVfLOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEi/iCES, INCLUDING
SHORING, AND SHALL BE SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEAL 7H 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 PROV/SIONS TO BE MADE
OF WORKER PROTfCTION FROM THE HAZARD OF CA I/ING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING 7HE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN D_EP7H AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THF PLAN VARIES FROM 1HE SHOR/NG SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE: 8
CALIFORNIA ADMINISTRATIVE CODE, 7HE PLAN SHALL BE F'Rf PARfD BY A
RFG/STFRED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION 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 ctrY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF 7HE SCHEDULING OF BLASTING OPERA TtONS.
19. IF ANY ARCHAfOLOG/CAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA T/ONS WILL CEASE IMMEDIATELY. AND THE
PfRMITTEt WILL NOTIFY 7Hf CITY ENGINEER. OPERATIONS IMLL NOT RESTART
UNTIL THE Pf,'?MITTEE HAS RECEIVED WRITTEN AU7HORITY FROM 7HE CITY
ENGINEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
fARfHMOV/NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMtNT SHALL BE LIMITED TO 7HE PtRIOD BETWfEN 7: 00 A.M. AND
6: 00 P.M. EACH OA Y, MONDAY 7HRU FRIDAY AND NO EAR7HMOV/NG OR GRADING
OPERATIONS SHALL BE CONDUCTfD ON WEtKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT 7Ht [NG/NEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVALJW_O [ULL W_QRKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL Bf
DtPOS/TED AT, A S/Tf APPROVED BY THE CITY ENG/N[[R. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL
ROUTES OR ADJACENT STREETS AS A RtSULT OF THE GRADING OPERATION.
23. BRUSH SHALL Bf REMOVED ONLY Wl7HIN THE AREA TO BE GRADED. NO TR£[$ ARE
TO Bt ,'?[MOVED UNLESS SPECIF/CALLY NOTED ON 7HE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER /$ NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. 7HE5E PLANS ARE_ SUBJECT TO A SIGNED ANO 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 INSP[CTOR.
, 26. ALL SLOPES SHALL BE TRIMMfD, TO A FINISH GRADE TO PRODUCE A UNIFORM
SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDtTION. ALL STONES, ROOTS OR 07HER DEBRIS SHALL Bf RfMO\IEO
AND DISPOSED OF AT A SITE APPROVED OF BY THI: CITY ENGINEER.
27. AL1 SLOPtS SHALL Bf /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF 7HE TIME WHEN EACH SLOPE IS BROUGHT TO GRAD/:
AS SHOWN ON 7HE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRfO
BY THE CITY OF-:CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
7HIS PROJtCT,CiDRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
0:~AMIIING Fll..ES\1111..E SHEETS\GRAOING TITLE SHEET.DWG REVISEO:OS/2!5/1!5
29. THE OWNER/APPLICANT SHALL INSURE 7HA T ALL CONTRACTORS SHALL COORDINATE
7HE WORK OF THtSE GRADING PLANS WITH 7HA T SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH 7HE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE /5 TO BE ABANDONED AS A RESULT OF THE
GRADING OPfRA TION, IT SHALL BE REMOVED Wl7HIN TWENTY FEET OF BU/LO/NG
OR STREET AREAS AND REPLACED Wl7H PROPERLY COMPACTED SOILS. IN 07HER
AREAS TH[ PIPE WILL BE PLUGGED !II/TH CONCRETf OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) !ll/7HIN THE PROJECT SITE SUFFIC/fNTL Y
AHEAD OF GRADING TO PERMIT THE REI/IS/ON OF 7HE GRADING PLANS IF IT IS
FOUND THAT 7Hf ACTUAL LOCA T/ONS ARE IN CONFLICT WITH 7HE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 7Hf/R
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SfRV/CE ALERT (800)422-4133
SOG&f (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (750)438-7741
COX COMMUNICATIONS (619)252-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (750)434-2980
"CITY OF CARLSBAD(SEWER. WATER & RECLAIMED WATER) (750)438-2722
"SAN D/EGU/TO WATER DISTRICT (750)633-2650
"LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (750)744-0460
*OLI\IENHAIN WATER DISTRICT (750)753-5465
*BUfNA SANITATION DISTRICT (750)726-1340 x13JO
*AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -7HE APPLICANT HIRES A C/1//L ENG/N[ER.
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADV/Cf.
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.15.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL _ AF'PROVAL OF A GRADING PERMIT -THE FOLLOWING
R[PORTS MUST BE SUBMITTED TO 7HE CITY ENGINEER VIA THE
PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL COD[:
(1) FINAL REPORT BY SUPERl/15/NG GRADING ENGINEER . STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONmOL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCt Wl7H CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTE,'? FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM 7HE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT A$ TO
7HE EXPANSIVE: QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TfSTS. TH[ REPORT SHALL ALSO
INCLUDE A STATEMENT BY 7Hf SOILS ENGINEER THAT THE
GRADING WAS DON/: IN ACCORDANCE: WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN 7HE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS 7HER£TO.
(4) REPORT 1147H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR 7HIS PROJECT IS ISSUED _ WITHIN ONE (1)
YEAR AFTER 7HE CITY ENGINEER'S APPROVAL, 7HESf PLANS MAY BE REQUIRED
TO 8£ RESUBMITTED FOR PLANCHECK. PLANCH[CK FEES IMLL 8£ REQUIRED FOR
ANY SUCH RECHECK. -35. IN ACCORDANCf !ll/7H 7Hf CITY STORM WATER STANDARDS, ALL STORM DRAIN INL[TS
CONSTRUCTED BY 7HIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF 7HE 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 CHARGt OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF 7HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND 7HA T 7HE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELl[Vf ME, AS ENGINEER OF WORK, OF MY
R[SPONS/8/LITIES FOR PROJECT DESIGN.
FIRM: K & $ ENGINEERING INC.
ADDRESS: 7801 MISSION CENTER COURT. SUITE 100
CITY. STATE: SAN DIEGO CA 92108
TELEPHONE:---:7--"--'-'~'77' ~5 _________ _
REGISTRATION tXPIRA T/ON DA Tf: -~6~/=30=/~2=01~5~---
--
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t1.~--·;, -·-~r~--~-"---~,.·--~.,-:_::-J . .a-~~---.· __ ..;,. __ ......:_ __ :....._ ___ _
EROSION CONTROL N_QTES
1. IN CASE EMERGENCY WORK IS REQUIR[D, CONTACT PA TRICK W. MCGUIRE AT
(760) 729-5950
2. fQU/PMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
. TIMES DURING JHE RAINY SfASON. ALL NECESSARY MA TERI AL$ SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FAC/LITA TE RAPID CONSmUCTION OF TEMPO,~ARY
DEVICES WHEN RAIN /$ fMINENT.
3. ; FOR PROJECTS COVERED BY STATE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY 7HE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, 7HE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADORE_$$ UPDATED SITE CONDITIONS OF 7HE PROJECT.
7Hf UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE TO 7HE CITY INSPECTOR. ADDITIONAL CONSTRUCT/ON 8MP'5 BEYOND TH[
ORIGINAL APPROVED SWPPP SHALL Bf PROV/OED TO ADDR[SS SITE CONDITIONS NOT
ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCftS TO THt CITY INSPECTOR -THE
QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
• INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. 7Hf CONTRACTOR SHALL ,'?ESTORf ALL EROSION CONTROL DEi/iCES TO WORKING ORDER
TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF ,0 RODUC/NG RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY Bf
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPE,~A TIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY AR/Sf.
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 P[R THE APPROVfD SWPPP ANO/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND 7Hf PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH[ END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCfEDS FORTY
. ]PERCENT (40%). SILT AND 07HER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL.
•-f'
10. ALL GRA \/EL BAGS SHALL 8£ BURLAP TYPE WITH 3/4-INCH MINIMUM AGGREGRA TE.
11. SHOULD_ GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROV/DE EFFECTIVE COVERAGE
OF_ GRADED SLOP[S (907, COVERAGE) PRIOR TO NOVEMBER 15, 7HE SLOPES SHALL BE
STABILIZ[D BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THI: DEPARTMENT or CONSERVATION,
STA TE OF CALIFORNIA.
..
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
-ALL PERMANfNT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL Bf
'INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF 7HE STANDARD -
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL Bt APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
7HEY ARE:
a. THRff FfET OR MORE IN Hf/GHT 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 7Hf FOLLOWING CONDITION$
EXIST:
a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 50 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENT/F/[D BY 7HE CITY ENGINEER
THAT WARRANTS IMMEDIA Tf TRfA TMENT.
B. HYDROSEEDED AREAS SHALL 81: /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT AR[ GRADED 5: 1 OR STtfPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATER/NG FROM QUICK COUPLtRS/HOSt BIBS OR A CONVENTIONAL
SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROV/DING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN H£/GHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPHINKLf,q HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED _ LESS 7HAN 6: 1 SHALL 8£ IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEED/NG. 7Hf DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA TION TO 7Hf CITY £NG/NEER. THt PROPOSAL SHALL BE
SPECIFIC REGARDING THf NUMBERS, TYPES ANO COSTS OF 7Hf ELEMENTS OF 7HE
THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN 7HE MOISTURt LEVEL OF 7HE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYOROSEEDEO GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS 7HAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PtR ACRE OF ZOR,~O FESCUE
c. 3 lbs. PER ACR[ OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PfR ACRE OF ACHILLEA MILL[FOUA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF' D/MORPHOLECA . ,
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OM/TTED""ON.
SOILS ENGINEER'S CERTIFICATE -
LOCATIONS WHERE THE AREA Bt/NG HYDROS[EDED IS NOT VISIBLE'••
FROM £/THfR A PUBLIC STRt[T OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION -"'MUST 8£ INOCULATED 114TH A
NITROGEN FIXING BACTERIA AND APPLIED DRY E/7HER BY DRILLING
OR BROADCAST/NG BEFORE HYDROSEEDING.
I, MARK D. H£7HERINGTON _ , A REGISTERED (CIVIL
GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL$ MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THt SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MAD[ BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
MARCH 27 , 20 15 AND _ APRIL 24 , 20_1L. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. ' S/GNfD: ~~
' /~ "'it G.E./P.E. N0.: _ _:3.=.04'-'8'-=8~---------
No.397 ~ ,.,·!: DATE: Z. /3 //6 . Dat~..im/,,; -_._,,._,,,.,,f--'~~---------
~ ~
LICENS[ EXP/RATION DA TE:
OWNER'S CERTIFICATE
3/31/15
I ( WE ) HEREBY CERTIFY THAT A REGISTERED $OIL$ ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS $/TE. IF THIS PROJ[CT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) H_A_S BEEN OR WILL 8£ RETAINED TO SUPERVISE IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LA TEST VfRSION.
C;)~¼.J.~f.J.:_
DATE
i. ALL SEED MA TfRIALS SHALL Bf TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTME/.tT OF
FOOD AND A GR/CUL TUR[ CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. ~~iitfllls[Etfy N7L1GDl;gtiliN ~YTH~[co~~~~~T6i. 7HE
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS 7HAN 2000 lbs P[R ACRE.
TYPE 5 MULCH (STRAW) MAY Bf SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED F/Bf,q MA TtRIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO )Hf . SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
7HE STRAW INTO 7HE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATf, 16-20-0, 114TH 15%
_ . SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROS[EDED SHALL BE PREPARED ,0 RIOR TO HYDROSEEDING BY:
1. ROUGHENING TH[ SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 5: 1
b. HARROWING ARtAS S: 1 08 FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
.•. _ ABOVE. _
-2. CONDtTIONING 7Hf SOILS SO THAT IT /$ SUITABLE FOR ,0 LANTING BY:
•: ·a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TEO SEED BED.
b. 7HE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROV/OED 1//ABLE COND!TtONS FOR
, • _ ,GROW7H.
'E. 'HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROV/DE A 1//GOROUS GROW7H UNTIL THE
7HE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING /5 THE
7Hf PERMANENT LANDSCAPING, UNTIL TH£ PROJECT /$ COMPLETED AND ALL BONDS
-RELEASED.
VICINITY MAP
CITY OF OCEANSIDE
HJGHI;/}' Y 78
PACIFIC
OCEAN
.. ·/.•,,·.· .·.· .•:,:
\_~ cosr · A VE
CITY OF ENCINITAS
INDEX OF SHEETS
NOT TO
-HQ-l-SCALE
CITY or VISTA
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF 7Hf CONSTRUCT/ON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANfNT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND 7Hf CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON 7HESE PLANS.
7HE GRADING WORK SHALL BE PfRFORMED IN ACCORDANCE !II/TH THE FOLLOIMNG
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2: CITY OF CARLSBAD ENGINEER/NG STANDARDS
3. TH/$ SET OF PLANS
4. RESOLUTION NO. _ 2015-281 DATED 11-17-15
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
S. SOILS REPORT AND RECOMMENDATIONS BY HETHERINGTON ENGINEERING, INC.
DA TED. APRIL 24 TH. 2015
7. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
7HE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED Nte, ----
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED -~N~A ____ _
10. STORM WATER POLLUTION PREVENTION PLAN (SW 15-424) PREPARED
BY K & $ ENGINEERING, INC DA TED
11. STORM WATER MANAGEMENT PLAN (SWMP 15-25) PREPARED
BY K & S ENGINEERING INC DA TED !JeliJiMji,i rn, JiWI Et-J~lll\JAR'I' 3, Zot\3
TITLE SHEET 1 Gltl>f,ID "'1/IOISON. lJ.C
12. CALIFO,'?NIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL. LOCA T/ON MAP, STREET SECTIONS, EXIST. 2 1005 $. EL CPoM11'10 REAL
TOPOGRAPHY, AND DEMOLITION PLAN ~ C''" EH1E CH(. LEGEND
-BRlt9~~,.?+G~ .. ~\.':l!,lfJ~.P~C/1f,'l\"'l',,J:.l'~f..;,;~~~-'l~.•1,-· :!ll~e/'1,.'ll/l'll-:I -,P,l.1,J!llt.lf-:1 -:----,Ji!--(qiq) ':~-l2$'1C.A '' 71.
~~~~wfRlVATt° STQflM ORl\ll\l ?lAN ~ CoNlACT. KW,,.., Dul.IN *EXISTING
LEGAL DESCRIPTION OWNER INFORMATION DESCRIPTION
LOTS 13, 14, 15, 15 IN BLOCK 49 OWNER:
OF CA,qLSBAD TOWNS/ TE, IN 7HE ADDRES-:""~:""--:""''--"--"'----='-~<---
C/TY OF CARLSBAD ACCORDING
TO MAP 535, FILED MAY 2, 1888 TEL[PHO
PROJECT ADDRESS
725 GRAND A VENUE
SOURCE OF TOPOGRAPHY
CONTACT:
REFERENCE DRAWINGS
DWG N0.157-8, 68223-Cf-14
TOPOGRAPHY SHOWN ON 7HESE PLANS WAS GENERA TEO BY
FIELD ME7HOD5 FROM INFORMA T/ON GA THER[D ON ~oc~r~. =8 __
20 .1§___ BY K&S [NG/NEERING INC
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T!ONAL MAP
ACCURACY STANDARDS.
TOPOGRAPHY SHOWN ON THESE PLAN$ WAS GENERA TED BY
AERIAL METHODS FROM /NFORMA T/ON GA THfREO ON
20 J.J_ BY -INLAND AERIALS
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
BENCH MARK
NAME: CITY OF CARLSBAD SURVEY CONTROL
PT. N0.:~1=30~-----------------
DESCRIPTION: 2.5" BRASS DISK
LOCATION: IN SF CORNER OF CURB INLET @ NW RETURN
GRAND A\f"NIIE & WASHINGTON SI RECORDtO: ____ -=:, ______________ _
ELEVATION: 71.96 DATUM: NG\10 29
PROJECT LOCATION
7HIS PROJECT /S LOCATED WITHIN ASSESSORS PARCEL NUMBER($)
203-303-21-00
THE CALIFO,'?N/A COORDINATE INDEX or THIS PROJECT IS:
N-"""'=-------E-".,...'---------
BOUNDARY
CENTER LINE
*FOR EXISTING IMPROVEMENTS SEE SHEET N0.2
PROPOSED
DESCRIPTION DWG.NO.
S" AB TO BE VERIFIED BY -
R-VA TESTING DURING CONSTRUCTION
OR PER C TANDARDS
SIDEWALK
AC 0\/ERLA Y (VAR.
CS-24
1' GUTTER (PVT) DETAIL SHT 3
ROW TRENCH BACKFILL GS-24
[SURFACING
0-25
REMOVE EXIST SEE SHT. 2
REMOVE EXIST CURB & SEE SHT. 2
SAWCUT
FIRE HYDRANT
6" FIRE $ERV/CE CONNECTION
SYMBOL
SYMBOL
KXXXXX>l
cc=90!
--.. IFH
QUANTITY
45 LF
36 LF
3509 SF
788 SF
200 SF
136 LF
705 SF
75 LF
24 LF
2 EA.
1 EA.
*EARTHWORK QUANTITIES WITH DDCV/FDC FDC
CUT: 351 CY
FILL: 13 CY
IMPORT: 0 CY
£XPORT: 348 ---CY
•1Ht tARTHWORK SHOWN IS PR[LIMINARY
ANO SHOULD BE USED SOL[L Y FOR PLAN CH[CK
CHECK PURPOSES. ;> "
2" WATER SERI/ICE coc $-7
---<®
1 EA.
1 EA.
REMEDIAL: 520 CY
coc 5-7
COG 5-6 -0---
PATIO
H·
POST-CONSTRUCTION BJ.IP TABLE "A BUILT" /rk}, STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION?
~ STANDARD STORMWA TER REQU/,'?EMENTS ~ YES (SEE SWMP FOR DOCUMENTATION) 11~t7_ 19'
PRIORITY PROJECT REQU/REM[NTS NO -' /'{cE 49fifZ /xP. c..kriW(U) ' DATE ,.
TYPE DESCRIPTION MAINTENANCE MAINTENANCE - -OllNERSHIP AGREEMENT SHEET NO. FREQUENCY REVIEWED BY: _____
FLOW THRU PLANTER PA TRICK SMITH, -, MIN. 2 TIMES A YEAR /flb/trC-..:. ! J--J~I r Tc.-31.. YES 3 . · AND MOD/FICA TION L.L.C. OR AS NEEDED INSPECTOR DATE
I SHfET I CITY OF CAF{LSBAD rn ENGINEERING DEPARTMENT 5
GRADING PLANS FOR:
725 GRAND AVE >
(THE GRAND MADISON)
TITLE SHEET . -
-
APPROVED:// -f}. ~ hi JASON S. GELDERT 10/u,J,~ ,<.";, /2 A.<:,-e,,u11. "t 2..•2,Zf2.l6
\ 1111\i KS , I 1/010 51-(t 3 AQO $HJ'.' 4 f 5, N~ SUILOIN&, ti/i'!>/JC ,<<;.t. CITY ENGINEER RCE 63912 EXPIRES 9 /30 /16 DATE
'Ser.tell PU6UC IHPR ADO 8~P DWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -ff
ENGINEER OF \;/ORK REVISION DESCRIPTION OTHER APPROVAL · CITY APPROVAL RVWD BY::$~ CT 1,5-04 489-9A
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FIRE HYDRANT LOCATIONS
0 EXIST.
•NEW
1237 11438 114_39
"'-R/W R/W RELOCATION/ ADJUSTMENT OF All DRY UTILITIES 100'
PROVIDED BY SEPARA TE PIAN (BY OTHERS) ,_, ' C/L
! ~· 15'± 70'± 15'±
" .
VARIES VARIES VARIES VARIES --~ ~ ,,,. •· --"· .... " •;'
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I N.T.S.
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,-
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. I
\ ~EXIST. AC PVMT
-
EXIST. CONC.
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" STREET I MADISON
N.T.S.
'
"
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I
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I
VARIES VARIES
I VARIES 4' VARIES -I , -:-·.'. -~; .
II
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I ' I
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~iofESS/o~ 11 _ z.·k-1r I~@~ K &. S ENGIN_FERING, INC.
I
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Planni10?"· eering . Surveying ~~1,_S,s~~ ,. ~ /RCE :46~2 hxP. "/J,op..fJ21J • • t ~ ~ ~
(!) '"'" ..-r<i DATE
.,, £/ , _,fJ • 2 Ii//" I.LI~ (/)l"""i "" No. 48592 "'
7801 Mi~orfCenter CITT!rt. 3/100 San'Diego, CA 92108 'Sf ~p 5/30/~ J.\' REVIE~
I J' CIVIL :,-
(519) 296-5555 Fax: (519) 2S5-5554 ~It OF C~L~~~ ·/l'V'----I ).-?..,1 9
INSPECTOR DATE
" I SH~ET I CITY OF CARLSBAD S~EETS
ENGINEERING DEPARTMENT ~5
-- - -
DEMOLITION PLANS FOR:
725 GRAND AVENUE
THE GRAND MADISON
LOCATION MAP STREET SECTIONS EX. TOPOGRAPHY & DEMOUTION PLAN
I /)"" ,. JASON S. GELDERT
i . I~ 'V . 2,,,2-01b
lb/,,_/,,. A,__~ .... •L.T r1' rY ENGINEER -RCE 5:'1912 EXPIRES 9 /30 115 DATE .
1\ DWN BY: "' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -. -,'7,,,
'
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-04 489,9A .
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& RECONSTRUCTED FOR ENTIRE
FRONTAGE OF PROPERTY ON
MADISON Sl & GRANO AVE
\ -rG I
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49.66 FS
~
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EP
TC
GB
FS
AC
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LEGEND (ABBREVIATIONS)
EDGE OF PAVEMENT
TOP OF CURB
GRADE BREAK
FINISH SURFACE
ASPHALT CONCRETE
EXISTING ELEVATIONS
10
-
49.53 FS
GB
20 .30 -----------
SCALE: 1" = 1 O'
(\/) ---
50.75 FS
......--
: . : . --7---
STEMWALL PER ARc:fl_f'!Nl
....-·· ......--
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52.41 FS
..5cr-e1Aeei .lt,1,1, , ~ J &ti 1/e,d (4,7 ;7$ ',wt"' l'tlhCT//
REQUIRED TREATMENT CONTROL Bl.IP TABLE
TYPE DESCRIPTION OllNERSHIP MAINTENANCE
AGREEMENT
TC-32. FLOW THRU PLANTER PA TRICK
ANO MOD/FICA TJON SMITH, LLC YES
SUSMP PROJECT PRIORITY PDP
C
SHEET NO. MAINTENANCE
FREQUENCY
MIN. 2 TIME:S A YE:AR J OR AS N££D£D
le
NOTES
ALL EXISTING UTILITIES SHOWN HEREO
CW)---CW)---PROVIDED BY OTHERS. K&S ENGR. S
I
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BUILDING COVERED PARKING
SLAB PER ARCH. PLAN
GRADES PER PLAN_.::,._
12'
I
REMOVE & REPlACE'EX.
F,'L
1'
ALK
4' ±
fu
DRAINAGE DITCH
PER DETAIL
SECTION A-A
N.T.S. s
,0
N
/
6' OUTLET PIPE FROM
IN FLOW-THRU BAS
2'
NOT WARRANTY THEIR ACCUR
CONlRACTOR SHALL VERI LL CONNECTION
LOCATIONS AND ELE NS PRIOR TO CONSlRUCTION.
SEE DEMOLITI HEET FOR LOCATION & DISPOSITION
BUILDING UCTURES, ETC.
S NDSCAPE ARCHITECTURAL PLAN FOR DISPOSITION
. EXISTING ONSITE & ADJACENT LANDSCAPE FEATURES,
INCLUDING lREES, HEDGES, & PLANTS.
'SEE ARCHITECTURAL PLAN FOR FLOW-THRU PLANTERS
LOCATED \/IITHIN BUILDING. ALL DRAINAGE PIPING LOCATED
\\iTHIN 8UILrnNG FOOll'RINT; INCLUDING MATERIAL, SIZING,
SLOPES, DETAILS, ETC. PER THE ARCHITECHURAL PLAN.
CURB DATA
NO. BEARING/CURVE
0 N 33"52'24" W
(2) N 55'57'49' W
RECONSTRUCTTOP OF CATCH
BASIN PER SDRSD D• I, D· 11 & lJ. 12
WI MANHOLE FRAME & COVER
OVERLAP & TIE EX.
STEEL WI NEW STEEL
MIN. 12"
SAWCUT & REMOVE
CATCH BASIN TOP
DIST.
12.56'
61.96
RADIUS TYPE
G·2
G·2
CATCH BASIN
RECONSTRUCTION
N.1.S.
(-"/-, _l_ . ··. //\ ', / .
3" '-,, ___ ! . .
''\_
. 3" .
T
c: DIT ,@ ENTRY
TO 0·25
1 T' ,,+--t
SECTION D-D I
DRAINAGE DITCH/ TRANS TO D-25 I
I
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4'±
BUILDING:
ENTRY GATE
~
MODIFIED SDRSD G· 12
35'±
GRIND EXIST AC
FOR0.5' MIN
OVERLAY
N.T.S.
50'
8'± e'll---"-'---,
~ EX. PARKING
El LANE
TRANSITION CURB FACE
6"10 8". FL ·MIN.
GRADE @0.6%
15'±
TDP OF CURB
PER PLAN
1.5% -
SECTION B-B
RIW
- 1
N.,.S
20' PUBLIC ALLEY
:l EXIST 4'
WIDE GUTTER
1' DEEP
-----·
N C-C
Kilt S ENGINEE
Planning . Engineering
Pil
7801 Mission Center Court, Suite 100 San Diego, CA 92108
Fox: (51S) 295-5554
FF050.75
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TOP OF 24"X24"
CATCH BASIN
10 20
GRAPHIC SCALE: 1" = 20'
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR MIL DRAINED SOIL I ' --'f-----,.+~'.AJ. I 42"
t---5" FREE BOARD __ ..,,. PONDING
FG
IMP£RMEABLE
LINER THROUGHOUT
2~4" PERFORATED PVC PIPE
2" MULCH
,---18" ENGINEERED SOIL MIX*
L---3" OF PEA GRAVEL
---10• DEPTH OF 3/4" CRUSHED
ROCK FOR STORAGE
BOT
*ENGINEERED SOIL MIX SHALL PROVIDE A MINIMUM
SUSTAINED INFILTRATION RATE OF 5" /HR. MIX SHALL BE
SANDY LOAM TOP SOIL CONSISTING OF 50% SAND 30%
PLANTING SOIL, 20% SHREDDED HARDWOOD MULCH. •
/ !FLOW THROUGH PLANTER I NOT TO SCALE
I
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a~. i!,../ 9
CF4f'Eg2.
I
DATE
REVIEWED BY:
Yl· i~& I ;z.-3-1 o/
INSPECTOR DATE
725
E~==r==~===================~~==±==±===r===3 ~' SiITH;iiliET~I 75CTTI*T~Y~O=F===C=A=R=L=S=B=A=D:::!l:::I ~~I ENGINEERING DEPARTMENT S
GRADING PLANS FOR:
GRAND AVENUE
THE GRAND MADISON
GRADING AND PRIVATE STORM DRAIN PLAN
~;;;J=;~~b~;;~;;;,;================i====±===±====rc==3 F_~v,=~~~;;;t~~~~~.;;t~~~~~-:~~~=~~~__;~~J~A-· ~S~O)NN~sf. 2GELELDIDE§,R~T 1102,~ l"I l<C&,, L)JJ.'f rii y ,z,,q,Z,o/, ltlee-\-RCE 63912 EXPIRES 9 30 16 DATE
DATE INITIAL DATE INITIAL
ENGINEER OF I/I/ORK REVISION DESCRIPTION 01HER APPROVAL
DATE INITIAL
CITY APPROVAL
DWN BY:
CHKD BY:-,o,~-
RVWD BY:
PROJECT NO.
CT 15-04
DRAWING NO.
489-9A
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" ~-; J SEE I.NIJSCN£ N/Qf. Pt.M llRMiAIE fR(J/ EXIST. '.fl'! f/f I" $1,l'Efff{'F(w r f/1i O/SP09U<li (F ~ PN/KliG 10 stXITIWEST WIJC /Jll£N(
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TYPE
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SCALE: 1" ~ 10'
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REQUIRED TREATMENT CONTROL BMP TABLE
.. MAINTENANCE DESCRIPTION OWNERSHIP AGREEMENT
FLOW THRU PLANTER GRANO MADISON, YES AND MOO/FICA TJON LLC
SUSMP PROJECT PRIORITY PDP
I Ii
MAINTENANCE SHEET NO. FREQUENCY
3 MIN. 2 TIMES A YEAR
OR AS NEEDED
. . ..
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EPOXY SEAL EDGE 0[
CHANNEL TD CONCRElE
TRANSFORMER PAD
( )---( ) - -
--i=-F -------t
1237 11438 11439
NOTES
ALL EXISTING UTILITIES SHOl'YN HEREON
PROVIDED BY OTHERS. K&S ENGR. DOES
NOT WARRANT'/ THEIR ACCURACY.
CONTRACTOR SHALL VERIFY ALL CONNECTION
LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
SEE DEMOLITION SHEET FOR LOCATION & DISPOSITION
BUILDING, STRUCTURES, ETC.
SEE LANDSCAPE ARCHITECTURAL PLAN FOR DISPOSITION
OF EXISTING ONSITE & ADJACENT LANDSCAPE FEATURES,
INCLUDING TREES, HEDGES, & PLANTS.
SEE ARCHITECTURAL PLAN FOR FLOW-THRU PLANTERS
LOCATED WITHIN BUILDING. ALL DRAINAGE PIPING LOCATED
WITHIN BUILDING FOOTPRINT; INCLUDING MATERIAL, SIZING,
SLOPES, DETAILS, ETC. PER THE ARCHITECHURAL PLAN.
---I' '::~--'4-'' ±:__ __
BUILDING WALL AND FOOTING
PER ARCH. PLAN
12"
BUILDING CDl/!.RED PARKING
SLAB PER ARCH. PLAN ~
GRADES PER PLA~
s N 1.5' 6" OUTLET PIPE FROM
FLOW-THRU BASIN
_l_ .7T~-+--. r
I---'--~~ T
DITCH @ ENlRY
TO D-25
SECTION D-D
b
EX. GROUND~-rEX. AC
1---/ ------------c---------
1 ' ------< ,! ~ 7/---~ DRAINAGE DITCH
PER DETAIL
SECTION A-A
N.T.S.
RAINAGE DITCH/ TRANS TO 0-25
42"
MODIFIED SDRSD G-12
N.T.~
TOP OF 24"X24"
CATCH BASIN
FG
EEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
LOT 1
t--5" FREE BOARD
+--4" PONDING
----2" MULCH
lt---18" ENGINEERED SOIL MIX*
1------3" OF PEA GRAVEL
10" DEPTH OF 3/4" CRUSHED ROCK FOR STORAGE
IMPERMEABLE LINER THROUGHOUT BOT PLANTER ENCLOSURE PER
J
I
1 o/zr,,f,, I<.'? ~
1/2/15 KS /1\
DATE INlllAL
ENGINEER OF WORK
BUILDING PLAN
2~4" PERFORATED PVC PIPE
*ENGINEERED SOIL MIX SHALL PROVIDE A MINIMUM
SUSTAINED INFILTRATION RATE OF 5"/HR. MIX SHALL BE
SANDY LOAM TOP SOIL CONSISTING OF 50% SAND, 30%
PLANTING SOIL, 20% SHREDDED HARDWOOD MULCH.
FLOW THROUGH PLANTER
NOT TO SCALE
~1',0fESS10,1c ~ K& 5 ENGINEERING, INC.
Planning ,~ee · . Surveying 0 "I(
0'~1..S.~~ 0 ~ ~ % // ';. )?~4//JJ D ~ ~ r"I
Lu~ t()r.-,
"' No. 48592 co
7801 Missien~enter Court, Sw1/X Son Diego, CA 92108 * ~p 6/30/A *
(619) 296-5565 Fax: ( 619) 296-5564 J' CIVIL ~ 7: ~ -lf(OFCALl<o'!'-
BUil T"
i dl--e-, tl-s?_Z/L .,, V/
lxP. ~h,o/wr, RC, 4(¾<f2 DATE
REVIEWED BY:
/Y? 12~~~ . --
(l-?·l°I
INSPECTOR DATE
I SH!ET I CITY OF CARLSBAD I sHE:Ts I
ENGINEERING DEPARTMENT
GRADING PLANS FOR
725 GRAND AVENUE
THE GRAND MADISON
GRADING AND PRIVATE STORM DRAIN PLAN
d ~JJ Ji J,-rr JASON S. GrERT
A"--P-,U\LT
NEW BLDG., SCREEN PUBLIC IMPR., ADD BMP 1.4-1 11'1 Iii -j<'.C CITY ENGINEER
ij/LJ /9,
RCE 63912 EXPIRES 9 /30 /18 · DATE
ADD THIS SHEET OWN BY: HI
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ?"H~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,i<..c CT 15-04 489-9A
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DMA 1 S LEGEND:
DMA I -ROOF AREAS DRAINING TD 4TH FLOOR FLOE THROUGH PLANTER --~--w/2/1////J
DMA 2 -2ND FLOOR AREAS DRAINING TD /ST FLOOR FLOW THROUGH PLANTER ---~
OMA 3 -AREAS DRAINING ro ROW NOT FEASIBLE TD TREAT
IMP AREA CALCULATION FLOW THROUGH PLANTER FACILITY
OMA
OMA1
MAIN ROOF
FLOW THROUGH PLANTER
FOURTH FLOOR
OMA2
2ND FLOOR ROOF & COMMON
AREA
FLOW THROUGH PLANTER FIRST FLOOR
OMA
AREA
(SF)
8,277
332
3,120
387
POST-PROJECT
SURFACE
TYPE
ROOF
PLANTER
CONCRETE/ASPHALT/ROOF
PLANTER
DMA3 -AREA NOT FEASIBLE TO TREAT
CONCRETE/ASPHALT/ROOF 1,687 CONCRETE/ASPHALT /ROOF
-
OMA
RUNOFF
FACTOR
1.0
0.1
1.0
0.1
1.0
OMA AREA X SOIL TYPE IMP NAME
RUNOFF
FACTOR "D" FLOW THROUGH PLANTER AT 4TH FLOOR
IMP SIZING 8,277 FACTOR
33 PROPOSED
(WM ONLY) MINIMUM AREA AREA
8,300 0.04 332 332 IMP AREA
"D" FLOW THROUGH PLANTER AT 1ST FLOOR
.
IMP SIZING 3,120 FACTOR
39 PROPOSED
(WM ONLY) MINIMUM AREA AREA
3,159 0.04 126 126 IMP AREA
.
"D"
IMP SIZING 1,687 FACTOR -•·>Jt'"' PROPOSED
(WM QNLY) MINIMUM AREA AREA
1,687 --I -I 1MPAREA
FLOY'{ THROUGH PLANTERS
LEGEND:
BMP I -FLOOR THROUGH PLANTER FOR ROOF (AT 4TH FLOOR) ----v½:23//2½]
BMP 2 -FLOOR THROUGH PLANTER FOR 2ND FLOOR (AT FIRST FLOOR) -----~S:0~~
42"
TOP OF 24"X24"
CATCH BASIN
FG
IMPERMEABLE LINER THROUGHOUT
2~4" PERFORATED PVC PIPE
EEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR W[LL DRAINED SOIL
LOT I
it-----.5" FREE BOARD
+----4" PONDING
2" MULCH
--18" ENGINEERED SOIL MIX*
--3" OF PEA GRAVEL
ii-----10" DEPTH OF J/4" CRUSHED ROCK
FOR STORAGE
BOT
*ENGINEERED SOIL MIX SHALL PROVIDE A MINIMUM
SUSTAIN[D INFIL TRA T!ON RA TE OF 5"/HR. MIX SHALL
BE SANDY LOAM TOP SOIL CONSISTING OF 50% SAND,
JO% PLANTING SOIL, 20% SHREDDED HARDWOOD MULCH.
FLOW THROUGH PLANTER
NOT TO SCALE
* CHOOSE FROM THE LIST BELOW FOR COMPLETING THE FIELDS
IN THE INSPECTIONS & MAINTENANCE FRENQUENCY COLUMNS:
ANNUAL
SEMI-ANNUALLY
QUARTERLY
BIMONTHLY
MONTHLY
AS NEEDED
NONE
WEEKLY
1 TIME PER YEAR
2 TIMES PER YEAR
3 TIMES PER YEAR
4 TIMES PER YEAR
•, •
i O [2t./1< k'? ''' A,_, _,._.,,.:r A~D AC':, eiutLT r:a..ox..
1/2/18 KS It NEW BLQ(i,, SCREEN PUBLIC IMPR., ADD BMP
ADD THIS SHEET
DATE INITIAL
10· s· o· 1 o· 20' 30' ENGINEER OF WORK REVISION DESCRIPTION
SCALE: 1" = 1 O'
-
--
DATE INITIAL
OTHER APPROVAL
411"1 ~
DATE
\>-\. S. S
o. 4859
XP 6/30/
CIVIL
0/r
INITIAL
CITY APPROVAL
PATE
REVIE\/it:D SY:
-ll_ IJ;:{';vt.;. n-·J-r9
INSPloC.lllR J)ATE
K&S ENGINEERING, INC.
'._,--1;,~te,ering Surveying
7801 Mi n enter Court, S · e 100 San Diego, CA 92108
(619) 296-5565 Fax: (619) 296~5564
I SH~ET I
- -
I SHE;Ts I CITY OF CARLSBAD
ENGINEERING DEPARTMENT ----- ----- - - -
GRADING PLANS FOR
725 GRAND AVENUE
THE GRAND MADISON
BMP SITE PLAN
JASON ~ ~F1EBT (l j),n , , :f1 II /_/
EXPIRES g/30 /18 z,_ A TE ---CITY ENGINEER RCE 63912
OWN BY: M<
I
PROJECT NO. I DRAWING NO. CHKD BY:
RVWD BY: ¥C CT 15-04 489-9A
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