HomeMy WebLinkAboutDWG 490-4A; CT 14-05; MAGNOLIA TOWNHOMES (MAGNOLIA WALK); 01-06GRADING NQTES
(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 THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT.
THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVJSE THESE PLANS WHEN NON-
CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL Of PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONS1RUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN TH[ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT Of $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRl17NG THE POLICY MUST
HAVE A RAnNG OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
6. NO WORK SHALL B£ COMMENCED UNTIL ALL PERMITS HA VE 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 Bf:EN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MAD[ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
Of THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET or THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENG/NEER,
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTH[R EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE 1RENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DD/NG BUSINESS IN THE FIELD Of APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TD THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DA Y.S OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TIDN REGARDING
ADHERENCE TO RECOMMEND A TIDNS OUTLINED IN THE SD/LS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE or A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SO/LS MECHANICS. ALL FILL DR FUTURE FILL AREAS SHALL BE CDNS1RUCTED IN
ACCORDANCE KITH THE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS AND THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TIDN. DAILY FIELD COMPACTION R[PORTS 111LL BE SUBMITTED TO THE
PROJfCT INSPECTOR.
14. A PRf:CONSTRI/CDON MITUNG SHAii RE HFLD AT THE Sl1f PRIOR TO THE
BEGINNING Of WORK ANO SHAii Rf ATTfNOEO RY All RfPRFSENTADVFS
RESPONSIBLE FDR CONSTRUCTION, INSPECTION, SUPERVISION, TESDNG AND ALL OTHER
ASPECIS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONS1RUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-369/ AT LEAST FIVE(5)
WORKING DA Y.S PRIOR TD STARTING CONS1RUCTION. THE CDN1RACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO CDORDINA TE A DA TE AND TIME FOR THE
PRECDNS1RUCTION MEETING. APPROVED ORA KINGS MUST BE AVAILABLE PR/DR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPECTION REQl!FSTS OIHER /HAN FOR PRECQNSffll/CTION MffUNG WI RE
MADF BY CAIi/NG THE FNGfNEFRING 24 HDIIR INSPFCllON RFD/JEST /INF AT
!7601 438 3891 INSPEGVON REOIJFST MUST RE RECFIW/ PRIOR TO 2· 00 PM
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 FDR TWO FULL WORK DAYS LATER.
16. THE 01\NER AND/DR APPLICANT THROUGH THE DEVELOPER AND/OR CON1RACTDR
SHALL DESIGN, CONSJRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE 50LEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
17. THE CON1RACTDR SHALL CONFORM TO LABOR COD[ SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TD THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOKING
THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA VJNG GROUND DURING THE
EXCAVATION OF SUCH 1RENCH DR 1RENCH[S DR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL 1RENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PR/OIi TO EXCAVATION. IF THE Pl AN VARIFS FROM IHE SHORING SYSifM
STAN9JiRDS (STAtfSHED BY THE ~DNSTRUCTION SAFETY $,RPEJJE nw 8
CALIF _NIA AQMl...§TRATIVE COD£ J PLAN SHALL REREP _ D _ A
REGIS7FR[D FNGINEFR AT THE CONmAcTORS EXPENSE A CCPY 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 CITY OF CARLSBAD. SUBMIT APPL/CA TIDN FOR BLASTING
PERMIT ltfLL IN ADVANCE OF THE ScHEDULING OF BLASTING OPERA TIDNS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPERATIONS 111LL CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENG/NEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITtEN AUTHORITY FROM THE CITY
ENG/N[ER TD DO SD.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF 1RUCKS,
EARTHMOVING EQUIPMF:NT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TD 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 DR HOLIDAYS. (A LIST OF CITY
HOLIDAY.SIS AVAILABLE AT THE ENG/NffRING DEPARTMENT COUNTER.)
21. ALL (/FF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CON1RACTOR TD THE
CITY [NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TD B£GINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONfflACTOR
SHALL RE RESPO/'ISIBlf FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAI/I
ROUTES OR ADJACENT smEETS AS A RESULT OF THE GRADING OPERA TIDN.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TD BE GRADED. ND 1REES ARE
TD 8£ REMD\1£D UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TD DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TD A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION C0N1RDL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTtD BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE 1RIMMED TD A FINISH GRADE TD PRODUCE A UN/FORM
SURFACE ANO CROSS SECTION. THF: SITE SHALL BE LEFT IN A NEAT AND
DRDERL Y CONDITION. ALL STONES, ROOTS DR 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/DR HYDRDSEEDED
WITHIN TEN (10) DA Y.S OF THE TIME WHEN EACH SLOPE IS BROUGHT TD GRADE
AS SHOWN ON THE APPROVED GRAD/NG 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, DRA\\ING NO. =~--• AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CDN1RACTDRS SHALL CDDRDINA TE
THE WORK OF THESF GRADING PLANS Vo!TH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TIDN PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FDR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TD BE ABANDONED AS A RESULT OF THE
GRADING DP£RATIDN, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING
DR SlREET AREAS ANO REPLACED WITH PRDPERL Y COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONJRACTDR SHALL VERIFY THE LOCATION Of ALL EXISTING F AC/LIT/ES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y
AHEAD OF GRADING TD PERMIT THE REVISION OF THE 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 STARTING GRADING NEAR THEIR FACILITIES AND
SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
TIME WARNER CABLE
COX COMMUN/CA TIDNS
CITY OF CARLSBAD(SlREETS & STORM DRAIN)
"CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
'SAN DIEGUITD WATER D/SlR/CT
'LEUCADIA WASTEWATER D/SlRICT
'VALLECITOS WATER DISTRICT
"OLIVENHAIN WATER DISTRICT
'BUENA SANITATION DISTRICT
'AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(800)411-7343
(800)892-0123
(760)438-7741
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340 x1330
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVJL ENGINEER, SOILS ENGINEER,
AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN
PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLO\\ING REPORTS MUST BE
SUBMlffiD 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 IRRIGATION ARE INSTALLED /N CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENG/NEER, 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 THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECDMMENDA TIDNS OUTLINED /N 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 FDR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TD BE RESUBMITTED FDR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FDR
ANY SUCH RECHECK.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CDNS1RUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TD PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SA TISFACTIDN OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FDR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRDJfCT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAKINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FDR PROJECT DESIGN.
FIRM: DMS CONSULTANTS CIVIL ENGINEER
ADDRESS: 12371 LE'MS ST. SUITE 203
CITY, STA TE:--G=A~R=DE=N~GR=O~VE~, ~CA~L=IF~O~RN~l~A ___ _
TELEPHONE:--~(7_14~)_7_4_0_-_88_4_0 _______ _
BY: -----~S~U=R=EN=D~E=R~D~E=W~A=N ___ _ DA TE: ___ 1~0~/0~3~/~15~_
(NAME OF ENGINEER)
R.C.E. N0.:_~3~4~55~9~-----------
REG/SlRA TIDN EXP/RATION DA TE; __ ~0=9~/3=0~/~2~01~7 __ _
SOILS ENGINEER'S CERTIFICATE
/, LARRY FINLEY , A REGISTERED (CIVJL/GEOTECHNICAL)
ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT KITHIN THIS SITE WAS MADE BY ME DR UNDER MY DIRECTION BETWEEN
THE DA TES OF SEP 10 20..1.L AND SEP 10 , 201±.._. TWO
COPIES OF THE SOILS REPORT COMPILED FROM S STUDY, 111TH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TD THE OFFICE OF TH'CA:tJY ENGINEER. ~,.,,,."~,-.,,,
,/~,,.ofE5'7~ ,
cf'$ :(;,>CE Fi. ,, !(&, ,, ,0/;,.<i' 11,, ,--,.,
Y.))"~ ~~ /:3'" -<11, " it No. C 45606 EB
~ 'f· Exp, G-&J-I 7 ·¥/
·iu'\._ ~ ',;iJi CNll..~:
SIGNED:
G.£./P. .: ...,,:::~==..=-,e_ _ _:::_ __ _
DATE: ]-2.0~/7
LICENSE EXP/RATION DA TE: 09/30/16
OWNER'S CERTIFICATE OF , -At I (WE) TIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
DR WILL BE RETA/NED TD SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACTION AND STABILITY Of THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT
TD A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN DR WILL BE RETAINED TD SUPERVISE IMPLEMENTATION OF THE SWPPP
IN ACCORDANCE WITH ALIFDRNIA ONS UC ORDER AND MUNICIPAL P£ MIT,
LA TEST VERS/0
TMS H HLAN
SOURCE OF TOPOGRAPHY
DATE
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FlELD SURVEY
METHODS FROM INFORMATION GATHERED ON FEBRUARY , 20-12 BY DMS CONSULTANTS, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TD NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
204-280-26-00 & 204-250-05-00
THE CALIFORNIA CODRDINA TE INDEX OF THIS PROJ[CT IS:
N 2001446.22 £ 6228152.04
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TONY SFREDDO AT
(951) 801-0886 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FDR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LDCA TIDNS TD FAG/LITA TE RAPID CDNS1RUCTIDN OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CDNS1RUCTION
ORDER ISSUED BY TH[ CALIFORNIA REGIONAL WATER QUALITY CDN1RDL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT.
T.HE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE TD THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND T.HE
ORIGINAL APPROVED SWPPP SHALL 8[ PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTICIPATED. TH[ QSP SHALL REPORT BMP DEFICIENCIES TD THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TD BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CON1ROL DEVICES TD WORKING ORDER
TO THE SATISFACTION OF THE CITY [NGINffR AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CDN1RACTDR SHALL INSTALL ADDITIONAL EROSION CDN1RDL MEASURES AS MAY BE
REQUIRED BY T.HE CITY ENGINEER DUE TD UNCOMPLETED GRADING OPERA TIDNS DR
UNFOR[SffN CIRCUMSTANCES WHICH MAY ARISE.
6. TH[ CON1RACTOR SHALL BE RESPONSIBLE ANO SHALL TAK£ NEC£SSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER T.HE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL 8[ INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYCROSEEDED SLOPES FAIL TO PROVJDE EFFECTIVE COVERAGE 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, STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND
MAINTAINED AS REQUIRED IN SECTI ON 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING:
A. HYOROSEEDING SHALL BE APPLIED TD:
1. ALL SLOPES T.HAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET DR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FDLLOITTNG CONDITIONS EXIST:
a. NOT SCHEDULED FDR IMPRDVEMENTS(CDNSTRUCTION DR GENERAL
LANDSCAPING) WITHIN 60 DA Y.S OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA TIDN DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOW/NG CRITERIA:
1. ALL SLOPES T.HAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TD EIGHT FEET IN HEIGHT SHALL BE /RR/GATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS DR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW
PRECIPITATION SPRIN KLER HEADS PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR
TO HYCROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVJDE IRRIGATION TO
THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND
COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH
OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING 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 CAUFDRNICA
d. 4 lbs. PER ACRE OF ACHILLEA M/LLEFDLIA
e. 3 lbs. PER ACRE OF AL Y.SSUM (CARPET OF SNOW)
f. 1 /2 lb . PER ACRE OF 0/MORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE 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 AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION
OF THE CON TRACTOR .
2. TYPE I MULCH APPLI ED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW
IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT
THE RAT£ OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: I
b. HARRO\\ING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT \\ILL NOT BREAK UP USING ITEMS a OR b ABOVE,
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE S~L M~STURE TO PROVJDE A DAMP BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOI L AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO
PROVJDED VJABLE CONDITIONS FOR GROWTH.
E. H'rDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS
PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYCROSEEDING IS THE THE PERMANENT LANDSCAPING,
UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED.
SYMBOL
0
:,;
~
-----( 40 )--
--4 0 --
_j40.00)FS
X 40.00
43.00FF
42.50PAD
--8"W --
--8"S --
--12"SD--
--6"so--
--4''so--
--6"FM--
IIillll
~
O=o
==@==
A K
1,1 1001 ,;),~----------
--C!I
--a@
lo I I
~
---fE--
LEGEND
DESCRIPTION
WATER VALVE
PROPOSED FIRE HYDRANT
EXIST. FIRE H YDR ANT
EXIST. CONTOUR
PROPOSED CONTOUR
EXIST. ELEVATION
EXIST. SPOT ELEVATION
FINISHED FLOOR ELEVATION
FINISHED PAD ELEVATION
"PRIVATE" 8" WATER LINE
"PRIVATE" 8" SE~ MAIN
12" SOR 35 DRAIN PIPE
6" SDR 35 DRAIN PIPE
4" SDR 35 DRAIN PIPE
6" FORCE MAIN
CATCH BASIN TYPE I
REAR YARD DRAIN INLET (NDS 1211)
PROPOSED SUMP PUMP
6" TYP B-1 CURB
STORM DRAIN CLEANOUT
PROPOSED DRIVEWAY
ECO-STONE PAVER
CONSTRUCT SIDEWALK
6" PCC OVER 6" AB (PRIVATE DRIVE)
REFUSE BIN ENCLOSURE (MODIFIED)
SOUND WALL W/1'-3' RET. WALL
SOUND WALL
DOUBLIE DETECTOR CHECK VALVE
2" WATER SERVICE W/2" METER & DCV
CURB OUTLET, TYPE A
PAVEMENT SYMBOL-DISABLED PARKING
SUBDIVISION BOUNDARY
STD. DWG. NO.
SEE IMP. PLANS
SEE IMP. PLANS
N/A
N/A
N/A
N/A
N/A
DWG 490-4
DWG 490-4
SDRSD D-29
SEE DETAIL SHEET 2
SEE DETAIL SHEET 4
SDRSD G-6
SDRSD 0-9
SDRSD G-14A
SEE DETAIL SHEET 3
SD RSD G-7, G-9, G-10
-
CITY STD. GS-16
SEE DETAIL SHEET 2
SEE DETAIL SHEET 2
CITY STD. W-22
CITY STD. W-4
SDRSD D-25
SEE DETAIL SHEET 4
SDRD M-29
QUANTITY
160 LF.
540 LF.
100 LF.
280 LF.
2 EA.
25 EA.
1 EA.
264 LF.
1 EA.
283 SF.
2,235 SF.
2,626 SF.
4,695 SF.
1 EA.
544 LF.
139 LF.
1 EA.
1 EA.
1 EA.
1 EA.
CITY OF OCEANSIDE
H1GHW1'.\Y ?a PROJECT
LOCATION
HOT TO
SCALE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CDNS1RUCTIDN OF ALL CUTS AND FILLS, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PEIMANENT
LANDSCAPING AND PREPARA TIDN OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STAVDARDS,
SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE P1ANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FDLLOITTNG DlCUMENTS,
CURRENT AT THE TIME OF CDNS1RUCTIDN, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD [NG/NEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION ND. 7116 DATED 08/05/15
CITY OF VISTA 5. THE STANDARD SPECIF/CA TIDNS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
cosr
CITY OF E~C I NITAS
VICI NI TY
SHEET INDEX
SHEET 1
SHEET 2
TITLE SHEET
GRAD ING PLAN
MAP
SHEET 3-4 CROSS SECTIONS & DETAILS SHEET
SHEET 5-6 TIER II SWPPP SHEETS
EARTHWORK QUANTITIES
CUT: 3802 CY
FILL: 4255 CY
IMPORT: 453 CY
EXPORT: CY
REMEDIAL: 3306 CY
REF. DRAWINGS
DWG 141-1, DWG 145-8, DWG 490-4
ABBREVIATION
TC TOP OF CURB
FL FLOW LINE
TW TOP OF WALL
TR TOP OF RETAINING WALL
TF TOP OF FOOTING
FF FINISHED FLOOR
GFF GARAGE FINISHED FLOCR
FG FINISHED GRADE
FS FINISHED SURFACE
HP HIGH POINT
CF CURB FACE TYPE
TG TOP OF GRATE
INV PIPE INVERT INF-3
WM WATER METER
< PNT ANGLE POINT
BENCH MARK
DESCRIPTION: 2" PIPE WITH DISK SlAMPED "RCE 27616"
LOCA T/ON: APPROXIMATELY 670 FT E\ST OF THE INTERSECTION
OF CHESTNUT AVE. AND UNCOLN ST.
RECORDED: ______________ _
ELEVATION: -~EL=E~VA~T=IO~N~:~41~.4~4~M=·=SL=. --DA TUM: 1929
OWNER/DEVELOPER :
TMS HIGHLAND INVESTMENTS, LLC
29250 PASEO SEDANO
SAN JUAN CAPISTRAtlO, CA 92675
TEL. (951) ao·-osas
6. SOILS REPORT AND RECOMMENDATIONS BY STRATATECH INC
DA TED SEPTEMBER 10, 2014 W\UPDA TE DATED JANUARY 15, 2016
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED--~--------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED 01 /13/11 (EXEMPTION)
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED
BY DMS CONSULTANTS INC. DATED 04/28/15
WDID NO. -~N=A __________ _
11. STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) PREPARED
BY DMS CONSULTANTS INC. DATED 11/21/16 --~~-----
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TIDN BMP CONSTRUCT/ON HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGAL DESCRIPTION
PARCEL 1:
THAT PORTION OF TRACT NO. 231, THUM LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAi
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE DF
THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915, DESCRIBED AS FOLLOW8
BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 231, SAID POINT BEING ALSO THE
INTERSECTION OF THE SOUTHERLY LINE OF MAGNOLIA AVENUE \\ITH THE WESTERLY LINE OF
JEFFERSON STREET THENCE NORTH 89. 26' WEST ALONG THE SOUTHERLY LINE OF MAGNOLIA
AVENUE, A DISTANCE OF 157.59 FEET TO THE TRUE POINT OF BEGINNING THENCE SOUTH 28
39' EAST 275.93 FEET THENCE SOUTH 61" 21' WEST 65.00 FEET THENCE NORTH 28" 39' WEST
312.38 FEET TO THE SOUTHERLY LINE OF MAGNOLIA AVENUE THENCE SOUTH 89' 26' EAST
ALONG MAGNOLIA AVENUE 74.47 FEET TO THE TRUE POINT OF BEGINNING.
APN : 204-280-05-00
PARCEL 2:
THAT PORTION OF TRACT NO. 231 OF THUM LANDS, IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915, DESCRIBED IS
FOLLOWS:
COMMENCING AT THE NORTHEASTERLY CORNER OF SAID TRACT 231 BEING ALSO THE
INTERSECTION OF THE SOUTHERLY LINE OF MAGNOLIA A VENUE \\ITH THE SOUTHWESTERLY Llt-i:
OF JEFFERSON STREET; THENCE ALONG THE NORTHEASTERLY LINE OF SAID TRACT 231 AND
THE SOUTHWESTERLY LINE OF JEFFERSON STREET, SOUTH 28" 39'00" EAST, 99.01 FEET TO liE
NORTHEASTERLY CORNER OF LANO DESCRIBED IN DEED TO W. LEROY PACE, ET UX, RECOROHJ
APRIL 3, 1953 IN BOOK 4807 PAGE 141, AS INSTRUMENT NO. 45832 OF OFFICIAL RECORDS;
THENCE ALONG THE NORTHWESTERLY LINE OF SAID PACE'S LAND, SOUTH 61' 21'00" WEST,
70.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID
NORTHWESTERLY LINE, SOUTH 61" 21'00" WEST, 67.54 FEET TO AN INTERSECTION 'MTH THE
SOUTHWESTERLY LINE OF LAND DESCRIBED IN DEED TO FRANK PELICAN, RECORDED NOVEMBER
3, 1928 IN BOOK 1544, PAGE 290 OF OFFICIAL RECORDS; THENCE ALONG SAID
SOUTHWESTERLY LINE NORTH 28" 39' oo· WEST 175.93 FEET TO AN INTERSECTION \\ITH THE
SOUTHERLY BOUNDARY OF SAID MAGNOLIA AVENUE; THENCE ALONG SAID SOUTHERLY
BOUNDARY SOUTH 89" 26'00" EAST 77.39 FEET, MORE OR LESS, TO AN INTERSECTION WITH A
LINE WHICH BEARS NORTH 28" 39'00" WEST, FROM THE TRUE POINT OF BEGINNING; THENCE
SOUTH 28' 39' 00" EAST, 138.16 FEET TO THE TRUE POINT OF BEQNNING.
APN : 204-280-26-00
POST CONSTRUCTION BMP TABLE
STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICATION:
tg] STANDARD STORMWATER REQUIREMENTS e:g YES ( SEE SWMP FOR DOCUMENTATilN)
PRIORITY PROJECT REQUIREMENTS NO
DESCRIPTION OWNERSHIP MAINENANCE SHEET NO. MAINTINANCE
AGREEMENT FREQU:NCY
PERMEABLE INTER-TMS HIGHLAND INVESTMENT LLC.
LOCKING PERMEABLE 29250 PASEO SEDANO PRIVATE 2 PERIODC CLEANING
PAYERS SAN JUAN CAPISTRANO
CA. 92675
TEL. 951-801-0888
~NING DEPARTMENT APP ~ , I I (SIGNE _,,,
~ -•"NING DIRECTOR
---==-~,,,,/" __ ............... __:....,,,.~/
~--) --=.;;;;-;=a---....:::,,,, (PRINT NAIIE) -....__
AND V1.CCUM
CLEANIUG, ONCE
A YEAF
"AS BUILT" 1b -1zf2-0 / l'f
RCF ;~~51 EXP. 1/~/Z./ DATE
REVIEW~ tit{~-1/3/zo
INSPECTOR DATE
ill b'J/o,!M ...;,p_ 1,~-f!!,VtLT. VctJ;Tf:P l1AIJtFOLI? A~D4!3LY.l(eY/$/;, I SHEET I CITY OF CARLS BAD I SHE6ETS I
>----+----+-u~c.+~n~,P~"'-0r~~~'M_,,_ro_M_P_J(_C1.1,_:,e15 __ ------+---+----¼---+----1 1 ENGINEERING DEPARTMENT
::G::R=A:::::D:::::IN==G".-'=:P=L=AN==s==F==o==R=, ============'-==~
MAGNOLIA TOWNHOIAES
(MAGNOLIA WALK)
763 AND 749 A & B MAGNOLIA AVENUE, CAtLSBAD, CA 92D08
GR2O16-OO59
J
' 0
:0
§
2
G)
2
C s:
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8l s: C!J Wz m z D m m q ,:
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111
~ I
111
111
11
~I
-I I
I I
t I
I I
I I
-I I
"11
I I
I I
I I
t{i"!o ""'~ I
1 1ft
t
I
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/'
\
\\ e0 (\ s'
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2% 'iJit:i'
!SJ
,•
,...--------_)\ --::>:\ \,,...,.....,.--,......---
'/
EXTERIOR LIGHTING FIXTURES WILL
BE MOUNTED ON GARAGES
FIRE SPRINKLERS WILL BE REQUIRED I
BMP
BMP 1
BMP 2
DESCRIPTION
ECO-STONE INTERLOCKING
PERMEABLE PAYERS
ECO-STONE INTERLOCKING
PERMEABLE PAYERS
GRAPHIC SCALE I~-o __
10
( IN FEET )
1 inch = 10 ft.
20
AREA
1370 sf
864 SF
ENGINEER
r ----,
11 trash n
u tiin u
1.-- --...I
EXl~~:::T}
1777=-
FULL DEPTH AC
1 /,
\\00 \\'191
1s,6 ,.,,c0Qi
0--iel ,
R/W
5'
SIDEWALK
2.0%
SECTION H-H
NTS
~ ~~~
1-110-
IE f-_____ V,.cA,cR"'IEc,S ______ I
PERMEABLE PAVER
=---
BUILD ING
t
[
~
..... ; "
., ...
'-
713
NOTE:
SUMP PUMP AND THE POWER SUPPLY WILL BE DCUBLY
REDUNDANT IE A BACKUP PUMP AND BATTERY POWER
SUPPLY IN EVEN T OF A POWER LOSS.
VARIES
VARIES
PRIVATE PATIO 4'
6' WALKWAY
:
:
)
,·; • •-··_ j • -~--~~
~<.,'le ~.,. ~ I
;:-I
-1
. '" ---1o ---
I
I -~
PROPOSED EARTH RET. WALL
111TH 6 HIGH BLOCKWALL (±2'
HIGH R,T.) PER SDRSD C-1
EXIST. CHAIN LINK
FENCE (REMOVE)
-=-r EXIST. FG -
BUILDING --YI th PROPOSED EARTH RET. WALL WITH 6' HIGH
BLOCKWALL (±3' HIGH RET.) PER SDRSD C-1
(OWNER OBTAIN LETTER OF PERM ISSION FROM
ADJACENT PROPERTY OWNER FOR OFF-SITE
SECTION A-A
NTS
,s"'l# ~ ~,, ffi O'?/o,/ /q I"' "' ~ I Ill! NO. 34559 I
,.,. Exp.9/30/17 'f.i
IP1~ CIV\\. ~~
OF C~LI~
DMS
EXIST. CHAIN
LINK FENCE
(REMOVE)
SECTION B-B
NTS
t
t
I
I
1o WORK) DATE ____ _
qsV1tklft:' Jlt'
tzJzo/19
T?lrTE!
NOS 1211 GRATE\ 12"x12"
GRATE ADAPTOR-_,_"'""'
FINSH GRADE
-4" DRAIN LINI
@·~ 1!;/z..,
NOTE : 1hl*'r<'.0K 'VATt' REAR YARD DRAIN INLET DETAIL
r;:S:-;"E;:"';:ES:;-;H~EE=c;Tc;::S--:3;--;:&-4c-::Fc:c0R~SccEC:C,T:;IO~NC:,:S'--, ---r ____ _..'.:'.:'.'..:.:...,__J N · T. S.
DETAILS AND PRIVATE DRIVE PROFILE
-51) "'5-0UI LT. PELfT/;1? W',/.1/FolP ,4,r,~ l•l'tJlY, K.EiVB' D
I S~EET I CITY OF CARLSBAD I SH~ETS I , 1)/.AT//JN ur £>ll!1P FUMP &. cu/CS.
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
MAGNOLIA TOWNHOIAES
{MAGNOLIA WALK)
763 AND 749 A &. B MAGNOI..IA Av£NUE, CARLSBAD, CA 92008
APPROVED: / / ' I JASOt-) ~i□ERT I ./ .Jf?J t0/9-
CONSULTANTS. INC. CITY ENGINEERA'E 63912 EXPIRES 9/30/18 ' DATE
C I I L ENGINEERS
12371 l•:• ~m:ro"' U %83 27~-rn 714-740-8842 DATE INITIAL DATE IN ITIAL OWN BY: H.N .
I
PROJECT NO.
I
DRAWING NO.
REVISION DESCRIPTION
DATE INlllAL CHKD BY: ">IH
ENGINEER OF WORK
SURENDER l.i. DEWAN RCE 3!! 9 1:.XP. 9 3Qt17 OTHER APPROVAL CITY APPROVAL RVWD BY: CT 14-05 490-4A
CD )> ~ 0 D
'O
"'D 70 "o "c ~Q
~(/)
" . )> ~z
E~ SI "□ ~ 'O
m.m
t'.\:s: Wz
2 m CD 9
)>
'" )>
~ 8
'O
" :D ~o "o oC
!ll~
W CD < 'O • )>
~2 ~~
~I mD
'~-~
81 $ "z z m
CD ~
,041317
□ ::0
~ z
G)
z
C s:
OJ m :a
□ ::0 ~ z
G)
z C s:
OJ m
::0
□ ::0 ~ z
G)
z
C s:
OJ m :a
60
58
56
54
52
50
-n
I I
r
I
1 I I
I
l
I I
I
I
I
I I
I
L-
FL GB,R/W
MAGNOLIA
AVENUE
--
>-' "' x "-'
SEE DETAIL SHEET 4
FOR CURB OUTLET
, ~ -48
I LJ
10+00
±28.50'
4'
WALKWAY
BUILDING --I:]
2%MIN ---=-
R/W
GB
IE
PROPOSED EARTH RET. WALL
111TH 6' HIGH BLOCKWALL
(±1' HIGH RET.)
EXIST. BLOCK WALL
>-+-+---PROTECT IN PLACE
BUILDING --Ll
u ~I
10'
30'
20'
EXIST. AC PAVEM ENT
30'
24'
CURB & GUTTER
TYPE G
------
FULL DEPTH AC
MAGNOLIA AVE. TYPICAL SECTION
NTS
6'
6'
PRIVATE PATIO
R/W
PROPOSED PCC
SIDEWALK
11+00
VARIES
4'
WALKWAY
,()~<"~
SECTION E-E ~~
NTS
---
---
IE
·co
.,, -"' "' "'"-' >-"' <'i~«i ~ "' .
;:'. I [;; -< o._
-ai ~ 0
.,,
'
II
1
-----
---
PRIVATE DRIVEWAY
SCALE: HORZ: 1"=10'
VERT: 1"= 2'
--
-
IE
GB
I
I
I
I
I
I
I
"' "' a;
"' +
GB
I
I
I
I
I >-"' :::,-o"' zo ... ~ "-' ,-.. ~"' u .... "' O"-(PROPOSED C/L SURFACE 0 . "' "' .... N 0. +,-.. N «o
1~ -
t-\ ------------
I
I
I
I
__j_ -
I L _J
I
'
J 62.54 LF OF 12" SOR 55
I '
I
I
I
I
12+00
8.0' MAX-6.5' MIN.
MIN. IIIDTH=20.50'
0.50' ARIE ' 4.00' 1 o· 6.50'
PROPOSED 6' HIGH
BLOCK WALL
EXIST. CHAIN LINK
FENCE (REMOVE)
-=::::::-JEXIST. FG
1.50'-3'
PLANTER
BUILDING --t:i
PROPOSED EARTH RET. WALL
111TH 6' HIGH BLOCKWALL
(±1' HIGH RET.)
EXIST. BLOCK WALL
PROTECT IN PLACE
EXIST. F~
--
8.50' MAX-7.0' MIN ,
5.50'
PL ANTER
1%MIN -... ·-' .... . ,, . _-..
3"
~:
"' R PLANTER CUTOUT
H 1%MIN -
ECO-STONE CONCRETE
PAVER, 3 1/18" THICK
-"'
,0 < ,() ,.,.1' '1'
., .... ...... , ... ,.,. ·"" , ... ;
PLANTER
PROPOSED 6" PCC
OVER 6" AB
PROPOSED 6" PCC
1-'--□=-VE"'iR 6" AB
1-1 /2" THICK BEDDING COURSE 18" MINIMUM THICK OP~-GRADED GRAVEL
MIN. \\1DTH=21 '
1 o·
ECO-STONE CONCRETE
PAVER, 3 1/8~ THICK \
,() < ,<)
1 %MIN <'.,;1' '1'
WATER LATERAL---Q MAX. SIZE 1 1/2" CONF)RMING TO ASTM 57
SECTION F-F
NTS
8.50' MAX-7.0' MIN.
5.50'
PLANTER
1.50'-3'
PLANTER
BUILDING
PROPOSED 6" PCC
OVER 6" AB 1-1 /2" TH ICK BEDDING COURSE
WATER LATERAL----,Q
PROPOSED 6" PCC
OVER 6" AB
18" MINIMUM THICK OPEN-GRADED GRAVEL
MAX. SIZE 1 1 /2" CONFORMING TO ASTM 57
"' .... -"' "' N "-' ..... ~ ,,; ~~ -< "' o._ ;t I "' ~ <D
0 -.,, 0.50% ,.
----
-
--
I
-
1.50'
PLANTER
-~-------
BOTTOM OF PAVERS
j55.11 BOTTOM OF GRAVEL
~n " S 0.50%
41 LF OF 12" SOR 35
1:1--BUILDING
BUILDING--t:J
"AS 'BUI LT "
2%1.f/N ==--
II
.
10'
713
E
o._ """ :::, 52 >-:::, ~vi 60 o._
o._ ,-..
"' .,,~
~ vl .,, "' "-' N ..._ 0 ·o "> N "-' 0, • "-' +,-.. "' N «o -58 I
I
I I
J -----I
I
I 56
I
J I
54
52
50
48
3+00 ~
3•
IE
PROPOSED EAR l, RET. WALL 111TH 6'
....... ._...._HIGH BLOCKWALI (±3' HIGH RET.)
H--11--EXIST. BLOCK WALL
PROTECT IN P.ACE
LJ
OMIT BLOCK EVERY 10' START
FROM WALL :ORNER FOR
SECONDARY DRAINAGE
SECTION C-C
NTS
SECTION G-G
NTS
~-
RC.E 3-455~ 1,KP. 9 /30/Zt
VOID AREA: FILL WITH
CLEAN CRUSHED
AGGREGATE WHICH IS
HIGHLY PERMEABLE
PAVER LAYOUT
NTS
NOTE:
S ARE 3 I /8" THICK, 4 1 /2" WlDE AND g"
Y ARE LAID IN AN INTERLOCKING PATTERN
THE PAVER
LONG. THE
AND HAVE
OR 17 SQ
A TOTAL OF VOID AREA/SQ FOOT OF 12.18%
IN/SQ FT
ENGINEER DMS
C01' SULT ANTS. INC.
C I V I L ENGINE E RS
12371 Lui, S 120] Gorden~ .. CA. 92840 P. 714-H0-118.0 f. 71'-740-M42
nf'v -; l-0 \ 17
SU ' .. WAN RCE 4~::.9 . 9130 17
DATE INITIAL DATE INITI AL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I s ;EET I CIT Y OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FO R:
MAGNOLIA TOWNHOIAES
(MAGNOLIA WALK)
763 AND 749 A & B MAGNOLIA A'<£NUE, CA!LSBAD, CA 92008
APPROVED:~ '/ I " JA;falG~~~~ ~j J c, "
CITY ENGIN EFl,"PE 63912 EXPIRES 9 /30 /18 D TE
DWN BY: H.N. PROJECT NO. DRA'MNG NO.
CHKD BY: ~~
RVWD BY: CT 14-05 490-4A
"' ,.
El .,,
~" 00
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0 "' < .,, . • ~~ <x •o ~ri\ o .
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041317
c·
09'-4" ANTI-FLOTATION COLLAR -\
08'-4" WET WELL 0.D. \ _\,_ ___ _
07'-0" WET WELL I.D. ~
36" X 48" SINGLE --
DOOR ACCESS HATCH
4
07'-1011 OPTIONAL ANTI-FLOTATION COLL.AR l
'<'7'-2" WET WELL O.D.
06'-O" WET WELL 1.D. --
. ( .,-,
PLAN.VIEW
NOT TO SCALE
8
\
L_ 36" X 48" SINGLE
DOOR ACCESS HATCH
c~::'.::::=r;r;i FINISH GRADE:57.0' -.• \
12'-6"
12" SD INLET~
LEAD PUMP ON: 54.05'-------
PUMP OFF: 49.25'
LOW WATER LEVEL ____ -1'--
ALARM: 48.75'
WET WELL FLOOR: 45.25'
6" PRESSURE -
TRANSDUCER
OFFSET
~~'«'>~ rr· --~~~~~d-~=,,, ~ ~=««=,r«,:;1 .: . . •.I'""-"'' 1
e-----4'·0"-~ ' 3'-10" •-··•
PROFILE VIEW
NOT TO SCALE
FOUNDATION, BACKFILL AND
SUBGRADE DESIGNED BY OTHERS
6'
SIDEWALK 2'
FOUNDATION, BACKFILL AND
SUBGRADE DESIGNED BY OTHERS
SUMP PUMP DETAIL
NTS
*FORCE MAIN CONNECTION
DESIGNED BY OTHERS
6" CURB & GUTTER---........,. ..
6" FORCE MAIN
V(PUMP)=4,95 ft/sec
2'x6" CONG.
7+95.20
SDRSD D-25
CURB OUTLET TYPE A, S=5
PROPOSE CURB
& GUTTER
SPLASH BLOCK
5'x1' CONC. BOX
MH FRAME & COVER
>---~ R/W
R/W
6'
SECTION A-A
2'
6" FORCE MAIN
CONC. SPLASH BLOCK
5'x1' CONC. BOX
CURB OUTLET W /SPLASH BLOCK DETAIL
NTS
PARTS LIST
ITEM QTY DESCRIPTION
I I JENSEN PRECAST 84" DIA. MANHOLE X 12'-6'_' DEPTH (RIM TO SUMP)
2 I JENSEN PRECAST 84" DIA. CONCRETE FLAT TOP
3 2 HOMA NON-CLOG PUMP THERMAL SENSORS, SEAL FAIL, STANDARD CABLE LENGTH 30Ff,
EXTERIOR COATED WITH HIGH SOLIDS POLY AMIDE EPOXY, EXPLOSION PROOF
4 2 ALUMINUM SINGLE DOOR HATCH WITH A FRAME OPENING OF 36" 48"
5 2 UPPER GUIDE MIL BRACKET BY HOMA PUMPS, FOR 1.5" GUIDE RAILS
6 4 1-1/2" DIA 304SS GUIDE RAIL PIPE
7 I SS FLOAT BRACKET W/ CORD GRIPS
8 I PRESSURE TRANSDUCER
9 2 OPTI-FLOAT
10 2 6" X 8" DI ECCENTRIC REDUCER
II 2 6" DIP FLG X PE 6'-0" SPOOL
12 2 6" DIP RFCA W/ SS HRDWR
13 3 6" DI 90 DEG ELBOW
14 5 FLEXIBLE PIPE CONNECTOR MEETING ASTM A923
IS 4 6" DIP FLG x PE 3'-0" SPOOL
16 2 6" Ml SLEEVE (LONG) W/ SS HDWR
17 I JENSEN PRECAST Ti." DIA. MANHOLE X 5'-0" DEPTH (RIM TO SUMP)
18 I JENSEN PRECAST CONCRETE FLAT TOP
19 2 6" SWING-FLEX CHECK VALVE, FLG X FLG
20 2 6" DIP FLG X FLG 1'-0" SPOOL
21 2 6" CAM-CENTRIC VAL-MATIC PLUG VALVE, FLANGl:D, WORM GEAR ACTUATED WITH HANDWHEEL
22 2 611 DI TEE
23 I 6" DI BLIND FLANGE
24 I VAL-MAT(C SINGLE BODY WASTEWATER COMBINATION AIR VALVE WITH BACKWASH
ACCESSORIES $Q2ABW
25 I 6" DIP FLG x PE 2'-0" SPOOL
28 I 2" PVC PIPE TRAP FOR VAULT DRAJN
29 2 3" SCH80 PVC GOOSENE<;:K VENT
32 I 12" PVC SCHBO PIPE 24"
DISCLAIMERS, INCLUDING BUT NOT LIMITED.TO:
1.) Elevations provided by others. Changes greater than 0.1' require engineer approval. Field elevations have
not been verified by Jenseh Precast. Refer to Jensen Precast concrete production drawings for concrete
excavation. These mechanical drawings are not Intended for setting of precaSt structures.
2,) Pump station design characteristics such as, but not limited to; Inflow rate, on➔site power availability,
etc., were provided by the engineer of record.
3.) Purchasing agent must verify pump station compiles wlth engineering plans, spedffcatlons, and site
conditions prior to production.
4.) Site assembly required. Purchasing agent is responsible for assembly of ehtire pump station. (ncludes but
is not limited to; offMloading & setting of concrete material, piping assembly, and electrical wiring.
5,) Location of control panel must be disclosed to Jensen Prec;ast.
SYSTEM CHARACTERISTICS
DESCRIPTION VALUE
DlJTY POINT 450gp~ @ 21.2' TDH
MANUFACTURER _HOMA
MODEL NUMBER AMX434-184/4.3T/C
PUMP TYPE SUBMERSIBLE PUMP
MOrOR SIZE 4.3hp, 11A
MAX PUMP RUN SPEED 1750 rpm
AVAILBLE POWER 239V,3Ph
WET WELL LINER/COATING N/A
ACCESS HATCH LOADING CRITERIA DIRECT TRAFFIC
~=t~11Rr,e:;;~:;,.~.;jj~"' PROJECT:
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MAGNOLIA VILLAS
MECHANICAL DETAJL
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8.25 STENERJ WAY, SPARKS, NV 811431
JunaunEn11inuared6ystanis.com
(865) 468.5600
ENGINEER
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GRADING PLANS FOR:
MAGNOLIA TOWNHOMES
(MAGNOLIA WALK)
763 AND 749 A & B MAGNOLIA AVENUE, CAPLSBAD, CA 92008
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STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS
TH£ FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL 8£ ADHERED TO
THROUGHOUT TH£ DURATION OF TH£ CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT· TONY SFREOOO FROM· OS PRODUCTS, INC.
AT (TEL.NO.) 951-801-0888
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT 8£ MOVED OR MODIFIED
WITHOUT TH£ APPROVAL OF TH£ £NG/NEERING INSPECTOR.
3. TH£ CONTRACTOR SHALL RESTORE ALL [ROS/ON CONTROL DEVICES TO WORKING ORDER
TO TH£ SATISFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL 8£ IN PLACE AT TH£ £ND OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED ANO MAINTAINED ANO
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN £VENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs AR£ NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQU/REME}IT.
14. TH£ OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION
PLAN ANO 8£ ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
TH£ SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPABILITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ON£ TIME IS
LIMITED TO TH£ AMOUNT OF ACREAGE THAT TH£ CONTRACTOR CAN AO[QUA TEL Y PROTECT
PRIOR TO A PREDICTED RAIN £VENT. FOR LARGER SITES, GRADING SHOULD 8£ PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIV[L Y BEING WORKED BEFORE ADDITIONAL GRADING
IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. TH£ ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS l:1QI SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BMPs MUST 8£ STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN
WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD R[SUL T IN TH£ ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY ANO
PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST 8£ SERVICED AS NEEDED THROUGHOUT
THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST 8£ REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MOR[ ROBUST BMP
MEASURE IN PLACE.
21. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
TH£ DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM £VENT ( A PREDICTED STORM £VENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY TH£ NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED ANO USED BY
THE DEVELOPER ON A DAILY BASIS. IF PR[C/PITA TION IS PREDICTED ( 40% CHANCE OF
RAIN), THEN TH£ NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL 8£ DEPLOYED
WITHIN 48 HOURS AND PRIOR TO TH£ ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETATION STAB/LIZA T/ON BMPS AS DETERMINED BY TH£ CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR TH£ PURPOSES OF "WEATHER TRIGGERED ACTION PLAN".
AN ADEQUATE SOURCE OF EQUIPMENT ANO WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS".
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
SW CT -1405 CITY OF OCEANSIDE
HIGHWAY ?a
EROSION CONTROL HYOROSEEDING PLANTING ANO /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL
8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD
SPECIF/CATIONS AND TH£ FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC
WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£
FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TH£ PARKS AND RECREATION DIRECTOR AS
HIGHLY VISIBLE TO TH£ PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT
B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
C
1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROWDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS
PROWDING 100% COVERAGE.
2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED 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. TH£ PROPOSAL SHALL 8£ SPECIFIC REGARDING TH£
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 /RR/GA TION SHALL MAINTAIN TH£ MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR TH£ GRADING OF THE HYDROSffOED GROWTH.
HYDROSEEDING 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. Jibs PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE IF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STRffT OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCASING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT
OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
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 HAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL.
J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYOROSEEDING:
1 ROUGHENING TH£ SURFACE TO BE PLANTED BY ANY OR A
COMB/NATION OF:
o. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING
CONDITIONS EXIST:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
£ HYDROSEEOING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEED/NG IS TH£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED ANO ALL BONDS RELEASED.
2. ALL SLOPES SHALL HAVE /RR/GA T/ON INSTALLED AND 8£ STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS.
J. SHOULD GERM/NATION OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY
TH£ PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA T/ON PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
PROJECT LOCATION c1n OF VISTA
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
PACIFIC
OCEAN J
Erosion Control Sediment Control BMPs Tracking No,1~Storm Water Waste Management and Materials CITY OF ENCINITAS
BMPs Control BMPs Maragement BMPs Pollution Control BMPs
C: -.§ .§ ~ C: -" II) t, C: --"' 0 II)
2 <n C: u u C: ., .S,O E C: E -0 2 2 .2 .9-0 0 E -" t: II) ::,; " <n 0, a; ."! ---~ ~ " C' 0, ~o C: II) .s _£, <n <n <n ~ c::r 0 o-0, §-II) "E C: a; ·! Best Management Practice' " 'd .s Oo (Q " <n a; C: 0, g. 0 II) 0 0 C: 0, "' ~ <n ~ 0 .s (.) ~ (_) -II) .s ~ .s "' " <n ~ t, "' ::,; (BMP) Description ➔ -2~ <n " VJ E ~ 0, " 0, (Q 2 C: 0, C: C: ::, t, II) 25 II) 0 0 ~-S ]~ " " C C: c:, -" ::!:: Q) " -~] 0 II) ~o, "" C: c:, (Q 0, Q,2 IJ ,2 0, " -::,; c:, 0, C: II) ct: E 0 -,N <n II) 0 " ~-S 0 ll) ·~ "" ~-S <n "' :-S -~ if ~ ti "jl -" {l E ~ Sijj ~ ,,:; ,,,-:;s ·-0, ¾ I II) 0 ~ e <n --" II) ~ " " ·-t, " u -~ ~ 0 -~ § u Q) ,£2 0 0 g. " " ~ u ~--Q ~ -Q 0 -0 -~o -~ 0 -0 Jj ~ct 0 0, .3 0 -CC " 0 ctGj " ~ L2 a 0 II) 6 ~ c:, (/)~ u=; ..s ~ a: c£ 8 0 ~G 0 -0 -'-" c7j VJ VJ ct: a.. ::,; VJ ::,; V,
CASQA Designation ➔ "' 'Sj-" CQ 0) -"' .... "' "' " CQ a "' -"' " CQ -"' "' ----I I I I I I I I I I I I I I I I J, J, J, J, I I I
Construcilon Activity G:l G:l G:l G:l G:l G:l bj bj bj bj bj bj bj bj f':' f':' < < < < i i i
Gradino /Soil Disturbance >< X >< :x
Trenchino /[xcovotion
Stockoilina
Drillinn IBorina
Concrete/Asphalt Sawcuttinq
Concrete Flotwork
Pavinq X >< X
Conduit/Pipe Installation X >< X X X
Stucco/Mortar Work X :x X
Waste Disposal
StaainnlLav Down Area
Eauioment Maintenance and Fue/ina
Hazardous Substance Use/Sloraae
Dewaterino
Site Access Across Dirt X
Landscooe & lrrioation X X X
Instructions:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
2. Localed along the lop of the BMP Table is o list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number.
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
Choose one
J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
CONSTRUCTION THREAT:
CONSTRUCT/ON THREAT TO STORM WATER QUALITY {CHECK BOX):
)!I HIGH □ MEDIUM
OWNER'S CERTIFICATION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON ACTIVITIES
APN :
SITE ADDRESS;
204-280-26-00 &
204-250-05-00
763 AND 749 A & B MAGNOUA AVENUE, CARLSBAD, CA 92008
OWNER/APPLICANT:
NAME: TMS HIGHLAND li'IVESTMENTS, LLC
" C: 0
C: ,2 --~ II) C: -" :'; E " ~-"" II) a..2 0,
;,:2 ~ t, 0 ~ § ct8 cl::,;
.... "' I I i i
X
X
TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF
POLLUTANTS SUCH AS SEDIMENT ANO TO AVOID TH£ EXPOSURE OF STORM
WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, ANO
ADDRESS: 29250 PASEO SEDANO, SAN JUAN CAPISTRANO, CA 92675
AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF TH£ CONSTRUCTION ACT/WT/ES UNTIL THE
CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY TH£ Cl Y OF CARLSBAD.
3 ~o 17
/DATE/
3Lgoll7
DATE
TELEPHONE NO.: 951-801-0888
EMERGENCY CONTACT :
NAME: TONY SFREDDO
ADDRESS: 29250 PASEO SEDANO, SAN JUAN CAPISTRANO, CA 92675
TELEPHONE NO.: 951-801-0888
R.CE: 34559
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C: C: 0 0 (_) ::,;
"' CQ
I I i i
X
VICINITY MAP
SHEET INDEX:
SHEET 5: Tl TL£ SHEET
SHEET 6: EROSION CONTROL PLAN
AREA OF DISTURBANCE
AREA OF DISTURBANCE 29,707 S.F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTIL,TY
TRENCHES, BACKFILL CUTS ANO SLOP£ KEYWA Ys;
LEGEND
DESCRIPTION SYMBOL
SE-6, GRAVEL BAG =
TR-/, STABILIZED CONSTRUCT/ON ENTRANCE ~111111111111111~
WM-1, MATERIAL DELIVERY AND STORAGE KM-1
WM-2, MATERIAL USE
1z/zo/19
OATE
1------+----------+-------------+-----+---+-----+-----I I SH5EET I CITY OF CARLSBAD I SHE6ETS I
~::::=:::::'...':====:EN::::G':::l:=NE::'E::R:::IN::::G:::::::D::'E=:PA:::R::::T_:::M;=E:::W==:::==-c'=:;:::=:::::::::;::
CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
TIER 2
MAGNOLIA TOWNHOVIES
(MAGNOLIA WALK)
ENGINEER Dm~-s 763 AND 749 A & B MAGNOLIA AVENUE, CA!LSBAD. CA 92008
APPROVED: / / l__,.// JASON G,ELDERT t ,/ -, r,JJ ;. lc,:JICOI '.:/-
CO l' SULT ANTS. INC. 1----+--t---------------+----+---+---+---l ~C=ITY==EN=G=IN=EE=R=P=E=6=39--;::12==E=X=Pl=RE=S=9:'.::l/:=30:'.::1/1=8=:::;;:::'=D=A=TE=~
C I V I L E N G I N E E R S 'oWN BY H N 12371 le•I• SI 203 Gorden G·ow CA. 92B40 P. 71 740-8840 F. 714-740-8842 I--DA_T_E-+-IN-IT-IA-L-1-------------------+--D-A-TE-+-IN-IT-IA-L -+---DA_T_E-+-IN-IT-IA-L----1 : ' '
) ~,: _ ,, l'l,O '\'°' CHKD BY: ?5@ • ~ .:1 l / ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
SURENDER M. DEWAN RCE 3455 EXP. 9 30 17
PROJECT NO.
CT 14-05
DRAWING NO.
490-4A
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landscape
~----~ J:.FFERSON ST
~~~ni 10+00 JEFFERSON ST -
10+00 MAGNOLIA AVE
__________________ __,_Pc:,ROP"-"'OSE"""-D '.lUND WALL
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3rd fl oor
projection
58.SOGFF
57.83PAD
UNIT 1
-.r,
... y// , ... ..., -i'r-------+-+---"----------._
4' cone. walk
2nd floor
overhang (typ)
58.SOGFF
57.83P.AD
UNIT 2
private
Plan 1
"'
entry
stair
GRAVEL BAGS (l'YP (D
58.SOFF
58.13PAD
UNIT 12
58.30GFF
2nd floor 57.63PAD
o,erhang (typ)
HCD accessible
adoptable un it
58.SOGFF
57.83PAD
UNIT 3
Plan 1
58.SOFF
58.13PAD
UNIT 13
58.30GFF
57.63PAD
HCD accessible
adaptable unit
'-_/
Plan 1
entry
stair
pl an ter
58.SOFF
58.13PAD
UNIT 14
58.30GFF
57.63PAD
N 2•'06 43"W
58.SOGFF
57.83PAD
UNIT 4
58.SOGFF
57.83PAO
UNIT 5
Plan 1
58.SOFF
58.13PAD
UNIT 15
58.30GFF
57.63PAD
I ao~OM or
LA AT AN
2n floor
oyerhang (typ}
58.SOGFF
57.83PAD
UNIT 6
✓
entry
stair
,i:I
V ION
138.46' 1 2
' .,. 4 conctnwalk
p
Pla n 1
-.Al
58.SOFF
58.13PAD
2nd floor
projection
UNIT 16
58.30GFF
57.63PAD
planter
58.SOGFF
57.83PAD
UNIT 7 ,t ALL •EIJE:,1 ; PROTEl lAILJ~ ,,,-,r-Pl SORSO M 30 (TYPICAL ALL' 1,•"-_A,"l~c,S) _______ _,,c__ ________ .J,
r----iaffi;,'ri==I
labhfldbl en try
stair
59.00F F
58.33P AD
59.00FF
58.33PA D
59.00FF
58.33PAD
59 OOFF
58.33PAD
GRAVEL BAGS (TYP)(D ~1~ .,, .,, Plan 3
Pl an 3 Plan 3 "' ~"' ~~
entry -------~ stair stair fr-------,<
59.00FF
58.33 PAD 59.00FF
58.33PA D
59.00FF
58.33PAD
Plan 3 GRAVEL BAGS (TYP) (D
Plan 3 entry
stair >.-----i---~ entry
llr----'+-f---~ stair
Plan 3 "'I'-" en try
stair '---___ ___,
58.00FF
57.33PAD
A CORRUGATED STEEL PANELS
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6".
20'
40' MIN
A B
B
TEMPORARY
AC RAMP
MATCH EXISTING I
111 GRADE
713
0 STABILIZED CONSTRUCTION ENTRANCE DETAIL
\::,) NTS
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6".
I
12"MIN, UNLESS OTHERV.,SE
SPECIFIED BY SOILS ENGINEER
CORRUGATED STIEL PANELS
SECTION A-A
"1Nf PI.ANT<:R
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6".
NTS
12"MIN, UNLESS OTHERWISE
SPECIFIED BY SOILS ENGINEER
SECTION B-B
NTS
ONSTRUr 50UND WAL.. ON t1' Hll < RETAI WAL
T ~ I
LANI 'LAN
58.00FF
57.33PAD GRAVEL B
58.00FF
S (TYP)(D57 33PAD
ORIGINIL GRADE
FILTER FABRIC
58.00 FF
57.33PAO
ilOP
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ABOVI"
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en try
stair
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REAP
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Pla n 2 Pion 2 2nd floor
overhang (typ) '------J-1------"---'-"-'-private
Plan 2
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S28"06' 4Pi. / . -.-J ;-31:~ 7~·-c
4' cone. walk 56.641NV -.571NV
1 2
4' cone . walk
,,.S=O 50-t
N28"06' 43"W
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I(, I / ~~. ___ ,,~~------------1--.df' __ 3•---.1--~~~~!!...! I ' ~ CllNSTRUc SO! ND WALL ON ti HI I RETAIN NG WALL
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EXIST. CURB J-
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4" PIPE
'4' TEMPORARY AC RAMP
'-::.J NTS
_ 3" MIN. OPENING BETWEEN
BAGS TOP ROW
TYPICAL GRAVELBAG DETAIL
NTS
SECTION D-D
SILT FEN CE""
SAND BAGS (TYP)
BUR Y_/
SILT FENCE
II'.
t---2"x2" POST, NOT TO
EXCEED 2' HEIGHT
® SILT FENCE DETAIL 2 1----------NTS
"V"
/ 0 -0
OF GRA VELBAGS
SINGLE ROW
ALIGNMENT DETAIL
NTS
56.011, V
11'-:'/g;, ~ ~ ~ .:::3 .,,. ! ~ ., NO. 34559 '#-
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d'~~ CIVIi. ~~~
OF c~1.1f
ENGINEER DMS
CON"' ULTANTS-INC.
C I V J a... ENGINEERS
SCALE: 1'' = 1 O'
12371 L ... is St. 1203 ~-=· 93110r,7 F. 714-740-8842 ,
SURENDER M. DEWAN RCE 34559 . 9 J0f17
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P' TAI G Wk CONSTRUCTION NOTES
DATE
2 GRA VELBAG HIG
NIN. FOR ALL SI<
DRAIN INLETS
H
ORM
GRA VELBAG AT STORM
DRAIN INLET DETAIL
~Vlfif:,U (1/4'
t'1&PE' OFl
"A5 BUILT 11 w--
NTS Fl.CE , 3+559 EXP. 9/30/21
INlllAL DATE
/41;;-f'
-
1z/2oh9
PATE
INlllAL DATE
0
0
0
0
INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
INSTALL GRAVEL BAGS, 2 BAGS HIGH (CASQA SE-!, SE-10)
INSTALL SILT FENCE, PER DETAIL THIS SHEET (CASQA SE-1)
CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE
PER DETAIL THIS SHEET (CASQA TC-1)
INSTALL TEMPORARY AC RAMP PER DETAIL THIS SrEET
I S~EET I CITY I SH~ETS I OF CARLSBAD
ENGINEERING DEPARTMEN-
CITY STORM WATER POLl,UTION PREVENTION PLAN (SWPPP)
TIER 2
MAGNOLIA TOWNHO~ES
(MAGNOLIA WALK)
763 AND 749 A &: B t.4AGNOLJA Avf:NUE, CAILSBAD, CA 92008
APPROVED: IZ ' I I, I JASON/2 G~ERT Y/,u A l z.l ZOJ-r
CITY ENGINEEi.-'PE 63912 EXPIRES 9/30/18 I DATE
DWN BY: H.N.
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PROJECT NO. DRAWING NO.
CHKD BY: 5.'[a,
RVWD BY: CT 14-05 490-4A
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