HomeMy WebLinkAboutDWG 497-3A; SDP 16-04; FIRST INDUSTRIAL - LOT 17; 01-15GRADING NOTES
(IN ).DDITION TO THE REQUIREMENTS OF CH).PTER 15.16 OF THE
C).RLSB).D MUN/GIP ).L CODE.)
1. THIS PL).N SUPERSEDES ).LL OTHER PL).NS PREVIOUSLY ,',PPROVEO BY THE CITY
OF C,',RLS8).0 REG,',ROING GR,',0/NG SHOWN ON THIS SET OF PL,',NS.
2. ,',PPROV,',L OF THIS PLAN DOES NOT LESSEN OR W)./VE ,',NY PORTION OF THE
C).RLSB,',O MUNIC/P,',L CODE, RESOLUTION OF CONOITION,',L ).PPROV).L, CITY
ST,',NQ).ROS OR OTHER ).OOITION).L DOCUMENTS LISTED HEREON ).5 THEY M,', Y
PERT)./N TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CH,',RGE SH,',LL
REVISE THESE PL,',NS WHEN NON-CONFORM).NCE IS DISCOVERED.
3. CITY ,',PPROV).L OF PL,',NS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ,',NO OMISSIONS
DISCOVERED OUR/NG CONSTRUCTION. ,',LL PL,',N REVISIONS SH,',LL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR ,',PPROV,',L.
4. ,', RIGHT-OF-W).Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ,',NY
29. THE OWNER/,',PPL/C,',NT SH,',LL INSURE TH,', T ,',LL CONTR,',CTORS SH,',LL COORO/N,', TE
THE WORK OF THESE GR,',0/NG PL,',NS WITN TH,', T SHOWN ON BOT/-/ THE L,',NDSCAPE
,',NO IRR/G,', TION PL,',NS ,',NO THE IMPROVEMENT PL).NS ,',S REQUIRED FOR THIS
WORK IN ,',CCORQ,',NCE WITH TN£ L,',NOSC,',PE M,',NU,',L TIME REQUIREMENTS.
JO. WHERE ,',N EXISTING PIPE LINE IS TO BE ABANDONED AS ,', RESULT OF THE
GR,',D/NG OPER,', TION, IT SH,',LL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG
OR STREET ,',RE,',S ,',NO REPLACED WITH PROPERLY COMP,',CTED SOILS. IN OT/-/Ui
,',R£,',S TN£ PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED ,',$ APPROVED BY
TN£ CITY ENGINEER.
31. THE CONTR,',CTOR SHALL VERIFY THE LOG,', TION OF ALL EXISTING F,',C/L/TIES
( ,',BOVE GROUND ,',NO UNDER GROUND ) WITHIN TH£ PROJECT SITE SUFFIC!ENTL Y
,',H£,',Q OF GR,',0/NG TO PERMIT TN[ REVISION OF THE GRADING PLANS IF IT IS
FOUND TH,', T THE ,',CTU).L LOG,', TIONS ,',RE IN CONFLICT WITH THE PROPOSED
WORK.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONT,',CT TBD
,', T ______ (PHONE NUMBER)
2. EQUIPMENT ,',ND WORKERS FOR EMERGENCY WORK SH,',LL BE MADE AV,',/LABLE ,', T ,',LL
TIMES DURING ff/£ RAINY SEASON. ,',LL NECESS,',RY MA TER/,',LS SH,',LL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO F,',C/LIT).TE RAPID CONSTRUCTION OF TEMPOR,',RY
DEVICES Wf/EN R,',/N IS EMINENT.
I
GRADING AND EROSION CONTROL PLANS FOR:
FIRST INDUSTRIAL -LOT 17 :
• i
SITE
WORK TO BE DONE
THE GR,',OING WORK SH,',LL CONSIST OF THE CONSTRUCTION OF ,',LL CUTS ,',NO FILLS,
REMEOUL GR,',0/NG, OR,',/N,',GE F,',C/LITIES, EROSION CONTROL F,',C/LITIES, ,',NO
PL,',NTING OF PERM,',NENT L,',NOSCAPING ,',ND PREP,',R,', TION OF ,',S-BUILT GR,',0/NG PL,',NS,
,',S-BUIL T GEOLOGIC M,',PS ,',ND REPORTS, ,',LL AS SHOWN OR REQUIRED ON THIS SET
OF PL,',NS ,',NO THE CITY ST,',NIJ,',RQS, SPECIFIC,', TIONS, REQUIREMENTS, RESOLUTIONS
,',NO ORO/N,',NCES CITED ON THESE PL,',NS.
Tl-IE GR,',0/NG WORK SH,',LL BE PERFORMED IN ,',CCORQ).NCE WITH THE FOLLOWING
DOCUMENTS, CURRENT ,', T THE TIME OF CONSTRUCTION, ,',S DIRECTED BY THE CITY
ENGINEER.
1. C).RLSB,',D MUNIC/P,',L COO£
2. CITY OF C,',RLSB,',D ENGINEERING ST,',NO,',ROS
J. THIS SET OF PL,',NS
WORK IN THE PUBLIC RIGHT OF W,', Y. PRIOR TO PERMIT ISSU,',NCE, ,', 32
CERT/FIG,', TE OF INSUR,',NCE ,',$ WELL ,',S ,',QQITION,',L INSURED ENDORSEMENT MUST BE . THE CONTR,',CTOR SH).LL NOTIFY ,',FFECTEO UTILITY COMPANIES (SEE BELOW) AT
LE,',ST 2 FULL WORKING Q,', YS PRIOR TO ST,',RT/NG GR,',0/NG N£,',R THE/Fi
F,',C/LITIES ,',NO SH,',LL COORO/N). TE THE WORK WIT/-/ ,', COMPANY REPRESENT,', TIVE.
J. FOFi PROJECTS COVUIEO BY STATE SWPPP /W0/0, IN ACCORO,',NCE WITH THE CONSTRUCTION
ORDER ISSUED BY Tf/£ C,',LIFORN/,', REGIONAL W,', TER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) Sf/,',LL UPO,', TE ,',NO M,',/NT,',/N Tf/E WATER
POLLUTION CONTROL (WPC} PL,',N TO ADDRESS UPOA TEO SITE CONDITIONS OF Tf/E PROJECT.
Tf/E UPDA TEO WPC PL,',N ANO UPD,', TEO SWPPP SHALL BE KEPT ,', T THE PROJECT SITE ,',NO
MADE A V,',/L,',BLE TO Tf/E CITY INSPECTOR. ,',00/TIONAL CONSTRUCTION BMP'S BEYOND THE
ORIGINAL APPROVED S~IPPP SH,',LL BE PROVIDED TO ,',OORESS SITE CONDITIONS NOT
ANTIC/P,', TED. Tl-IE QSP SH,',LL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP Sf/,',LL OBTAIN ,',PPROV,',L FROM THE QU,',L/FIEO SWPPP DEVELOPER ,',NO THE CITY
INSPECTOR FIEG,',ROING ANY SIGN/F/C,',NT CHANGES TO BMP DEPLOYMENT.
WHIPTAIL\\
LOOP \ \
,f, ,',PPROV,',L LETTER Q,', TEO ~-31-2016
FILED N).M/NG THE CITY OF C,',RLSB,',D ,',S ,',N ,',QDITION,',L INSURED ON THE
PERM/TTEE'S POLICY IN THE MINIMUM ,',MOUNT OF $1,000,000.00 FOR £,',CH
OCCURRANCE OF LUBILITY. THE INSUR,',NCE COMP,',NY WRITING THE POLICY MUST
H). VE ,', R,', TING OF ",',-'' OR BETTER ).NO ). SIZE C). TEGORY OF CL,',SS VII
OR BETTER ,',S EST).BL/SHEO BY "BESTS" KEY R,', TING GU/OE.
6. NO WORK SH,',LL BE COMMENCED UNTIL ,',LL PERMITS H,', VE BEEN OBT)./NEO FROM
THE CITY ,',NO OTHER ,',PPROPR/,', TE ,',GENG/ES.
7. ,',PPROV).L OF THESE PL,',NS BY THE CITY ENGINEER DOES NOT ,',UTHORIZE ,',NY
WORK OR GR).D/NG TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
H,',S BEEN OBT,',INEO ).NO ,', V).L/0 GR,',0/NG PERMIT H,',S BEEN ISSUED.
IJ. NO REVISIONS WILL BE M,',0£ TO THESE PL,',NS WITHOUT THE WRITTEN ,',PPROV,',L
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
,',PPROPR/,', TE SHEET OF THE PL,',NS ,',NO THE TITLE SHEET.
9. ORIG/N).L OR,', WINGS SH,',LL BECOME TN£ PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIG/N).L OR,', WING SH,',LL BE REVISED TO REFLECT ,',S-BUIL T CONDITIONS
BY Tl-IE ENGINEER-OF-WORK PRIOR TO FIN,',L ).CCEPT,',NCE OF Tl-IE WORK BY THE
CITY.
11. ,',CCESS FOR FIRE ,',NO OTHER EMERGENCY VEHICLES SH,',LL BE M,',/NT)./NEO TO
THE PROJECT SITE ,', T ,',LL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ,',RE WITHIN CITY £,',SEMENTS, ,', SOILS REPORT COMPRISED
OF: (,',) SUMM,',RY SHEET, (B) L,',BOR,', TORY WORK SHEETS ,',NO (C) COMP,',CT/ON
CURVES, SH,',LL BE SUBMITTED BY ,', PROFESSION,',L ENGINEER OF THE ST,', TE OF
C).L/FORNU, PRINC/P,',LL Y DOING BUSINESS IN Tl-IE FIELD OF ,',PPL/£0 SOILS
MECH,',N/CS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WIT/-1/N TWO WORKING D,', YS OF THE COMPLETION OF FIELD TESTS.
13. ,', SOILS COMP).CT/ON REPORT ,',NO COMPLIANCE VERIF/C,',T/ON REG,',RQING
,',OHERENCE TO RECOMMEND,', TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE /SSU).NCE OF ,', BUILDING PERMIT. ,',LL CONTROLLED GR,',0/NG
SH).LL 8£ DONE UNDER THE DIRECTION OF ,', PROFESSION,',L ENGINEER OF THE
ST). TE OF C).L/FORNU PRINC/P,',LL Y DOING BUSINESS IN THE FIELD OF ).PPL/ED
SOILS MECH,',N/CS. ,',LL FILL OR FUTURE FILL ,',R£,',S SH,',LL BE CONSTRUCTED IN
,',CCORQ,',NCE WIT/-/ THE CITY OF C,',RLSB,',D ST,',NQ,',RD SPECIFIC,', TIONS ,',ND THE
" £,',RT/-IWORK SPECIFIC,', TIONS " ,', TT).CHED TO TN£ PRELIM/N,',RY SOILS
INVEST/G,', TION. 0)./L Y FIELD COMP).CT/ON REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. t, PRFCONSTRIICTION MFFTING SH,ll l BF HEID AT THF SITF PRIOR TO THF
BEGINNING Of WORK ANQ SHAii BF ilTTfNQm BY All R[PRF,5FNUTJVFS
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPERVISION. TESTING ,',ND ,',LL OTHER
ASPFCTS OF THF WORK THE CONTR,',CTOR SH).LL REQUEST ,', PRECONSTRUCTION
MEETING BY C,',LLING THE INSPECTION LINE ,', T (760) 4J~-J~91 ,', T LE,',ST FIVE(5)
WORKING 0). YS PRIOR TO ST,',RT/NG CONSTRUCTION. THE CONTR,',CTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORD/N,', TE ,', D,', TE ,',ND TIME FOR THE
PRECONSTRUCTION MEETING, ,',PPROVED DR). WINGS MUST BE ,', V,',/L,',BLE PRIOR TO
SCHEDULING. Tl-IE GR,',0/NG PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
,', T THE MEETING.
15. ill l INSF'FCTION REQl)[STS OTHFR THAN FOR PRFCONSTRIICTION MEETING Will BF
MAQF BY GM IING THF ENGINITRING 2.f HOUR INspfGTfON RFOIIFST IINF il T
(760) .fJ~-3~91. INSPITTION R£0UFST MUST BE RECEJV[Q PRIOR TO 2:00 P.M.
ON Tl-/£ D,', Y BEFORE Tl-IE INSPECTION IS NEEDED. INSPECTIONS WILL BE M,',DE
Tl-IE NEXT WORK Q,', Y UNLESS YOU REQUEST OTHERWISE. REQUESTS M).0£ ,',FTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK O). YS L,', TER.
16. THE OWNER ,',NO/OR ,',PPL/C,',NT THROUGH Tl-IE DEVELOPER ).NO/OR CONTR).CTOR
SH,',LL DESIGN, CONSTRUCT ,',NO M)./NT,',/N ,',LL S,',FETY DEVICES, INCLUDING
SHORING, ,',ND SH,',LL BE SOLELY RESPONSIBLE FOR CONFORMING TO ,',LL LOC,',L,
ST,',TE ,',NO FEDER,',L S,',FETY ,',NO H£,',LTH ST,',NQ,',ROS, L).WS ,',NO REGUL,',T/ONS.
17. TN£ CONTR,',CTOR SH,',LL CONFORM TO L).BOR CODE SECTION 6705 BY SUBMITTING
,', DET)./L PL).N TO TN£ CITY ENGINEER ).ND/OR CONCERNED ,',GENCY SHOWING
THE DESIGN OF SHORING, BR,',C/NG SLOPING OR OTNER PROVISIONS TO BE M,',0£
OF WORKER PROTECTION FROM THE H,',l).RQ OF C,', VING GROUND OUR/NG THE
EXC). V,', TION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST,',LL,', T/ON
TI-IEREIN. THIS PL,',N MUST BE PREP,',RED FOR ,',LL TRENCHES FIVE FEET (5') OR
MORE IN OEPTN ,',ND ).PPROVEO BY TNE CITY ENGINEER ,',NO/OR CONCERNED
,',GENCY PRIOR TO EXC). V,', TION. IF Tl-IE Pl ,',N VI\RIES FROM TH£ SHORING SYSTFM
ST,',ND,',RDS EST,',BLISHEO BY THE CONSTRUCTION 5).FETY ORDERS TITLE ~
C,',LIFORNU ,',QMJNISTR,', TIVE CODE TN£ PL,',N SH,',LL BE PREP,',REO BY ,o,
REGISTERED ENGINEER ,', T THE CONTR,',CTORS EXPENSE. ,', COPY OF TN£ OSH,',
EXC,', V,', TION PERMIT MUST BE SUBMITTED TO TN£ INSPECTOR PRIOR TO EXC). V). TION.
1~. NO BL,',STING SH).LL BE PERFORMED UNTIL ,', V).LIQ BL).STING PERMIT H).S BEEN
OBT,',/NEO FROM THE CITY OF C,',RLSB,',O, SUBMIT ,',PPLIC). TION FOR BL,',ST/NG
PERMIT WELL IN ,',OV,',NCE OF THE SCHEDULING OF BL,',ST/NG OPER,', TIONS,
19. IF ,',NY ,',RCH,',EOLOG/C,',L RESOURCES ).RE DISCOVERED WITHIN ).NY WORK ,',RE,',
DURING CONSTRUCTION, OPER,', TIONS WILL CE,',SE IMMED/,', TEL Y. ,',ND Tl-IE
PERM/TT££ WILL NOTIFY Tl-IE CITY ENGINEER. OPER,', TIONS WILL NOT RESTART
UNTIL THE PERM/TT££ H,',S RECEIVED WRITTEN ,',UTHORITY FROM TN£ CITY
ENGINEER TO 00 SO. '
20. ,',LL OPER,', TIONS CONDUCTED ON THE SITE OR ,',DJ,',CENT TNERETO, INCLUDING
W,',RMING UP, REP)./R, ,',RR/V,',L, OEP,',RTURE OR OPER,', TION OF TRUCKS,
£,',RTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ).NO ,',NY OTHER ,',SSOCU TEO
GR,',OING EQUIPMENT SH,',LL BE LIMITED TO TN£ PERIOD BETWEEN 7: 00 )..M. ,',ND
6: 00 P.M. £,',CH 0). Y. MONO,', Y THRU FRIO,', Y ANO NO £,',RT/-IMOVING OR GR,',Q/NG
OPER,', TIONS SH,',LL BE CONDUCTED ON WEEKENDS OR HOLIO,', YS. (). LIST OF CITY
HOL/0). YS IS ,', V,',/L,',BLE ). T THE ENGINEERING OEP,',RTMENT COUNTER.)
21. ,',LL OFF-SITE H,',UL ROUTES SH,',LL BE SUBMITTED BY TN£ CONTR).CTOR TO THE
CITY ENGINEER FOR ,',PPROV,',L TWO FULL WORKING O,', YS PRIOR TO BEGINNING OF
WORK.
22. IMPORT M,', TERUL SH).LL BE OBT,',INEO FROM, ,',NO W,',STE M,', TERUL SH).LL BE
DEPOSITED ,', T, ,', SITE ).PPROVEO BY Tl-IE CITY ENGINEER. THF CONTRtlCTOR
SH).LL BE RESPONSIBLE FOR ,',NY DEBRIS OR O,',M,A,GE OCCURRING ,',LONG Tl-IE H,',UL
ROUTES OR ,',QJ,',C£NT STREETS ,',$ ). RESULT OF THE GR,',0/NG OPERATION,
23. BRUSH SH,',LL BE REMOVED ONLY WITHIN THE ,',RE,', TO BE GR,',0£0. NO TREES ,',RE
TO BE REMOVED UNLESS SPECIFIC).LL Y NOTED ON THE PL).N.
24. ,',LL ).R£,',S SH,',LL BE GR,',0£0 TO OR,',/N. GR).0/NG RESULTING IN THE PONO/NG OF
W,', TER IS NOT PERMITTED. ).LL £,',RTHEN SW,',LES ,',NO DITCHES SH,',LL H,', VE ,',
MINIMUM ONE PERCENT SLOPE.
25. THESE PL,',NS ,',RE SUBJECT TO ,', SIGNED ,',NO ,',PPROVEO SWPPP ,',NO/OR S£T OF
EROSION CONTROL PL,',NS. EROSION CONTROL SH,',LL BE ).S SHOWN ).NO ).S ).PPROVEO
BY THE CITY ENGINEER OR ,',$ DIRECTED BY THE PROJECT INSPECTOR.
26. liLL SLOPES SH,',LL BE TRIMMED TO ,', FINISH GR,',D£ TO PRODUCE ,', UNIFORM
SURF,',CE ,',NO CROSS SECTION, THE SITE SH,',LL BE LEFT IN ,', NE,', T ,',NO
OROERL Y CONDITION. ,',LL STONES, ROOTS OR OTHER DEBRIS SH,',LL BE REMOVED
,',NO DISPOSED OF ,', T ,', SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SH,',LL BE IRRIGATED, ST,',8/LIZEO, PL,',NTEO ,',NO/OR HYOROSEEDEO
WITHIN TEN (10) O).Y$_,OF Tl-IE TIME WHEN £,',CH SLOPE IS BROUGHT TO GR,',DE
,',$ SHOWN ON Tl-IE ,',?PROVED GR).O/NG PL,',NS.
2/J. L,',NOSC,',P/NG SH,',LL 8£ ,',CCOMPLISHEO ON ,',LL SLOPES ,',NO P,',OS ,',$ REQUIRED
BY THE CITY OF C,',RLSB,',Q Li,NOSCi,PE Mi,NUi,L, THE LANDSC,',PING PLitNS FOR
TNIS PROJECT, QR,',WING NO. 497-JL, ,',ND/OR ,',S DIRECTED BY THE CITY
ENGINEER OR PL,',NNING DIRECTOR.
UNDERGROUND SERVICE ,',LERT (~00),j.22-4133
SOGll:E (~OO).f11-7J4J
,',TleT (~00)~92-0123
TIME W,',RNER C).BLE (760)438-7741
COX COMMUN/C,',T/ONS (619)262-1122
CITY OF C,',RLSB,',O(STREETS le STORM OR,',/N) (760).fJ,j.-29~0
* CITY OF C,',RLSB).O(SEWER, W,', TER le RECL)./MEO WATER) (760).fJIJ-2722
* S,',N DIEGUITO W,', TER DISTRICT (760)633-2650
* LEUC,',0/,', W,',STEW). TER DISTRICT (760)753-0155
* V,',LLECITOS W,', TER DISTRICT (760)744-0460
* OLIVENH,',/N W,', TER DISTRICT (760, 753-6466 *BUEN,', $,',NIT,',T/QN DISTRICT I
• ).S ).PPROPRIA TE (760)726-1340 x1J30
33. PERMIT COMPLUNCE REQUIREMENTS:
,',. FOR CONTROLL£D GR,',0/NG -THE ,',PPL/C,',NT HIRES ,', CIVIL £NG/NEER,
SOILS ENGINEER, ,',NO/OR GEOLOGIST TO GIVE TECHN/C,',L ,',OVICE.
OBSERVE ,',NO CONTROL Tl-IE WORK IN PROGRESS {15.16.120 A.~}
C,',RLSB,',O MUNIC/P,',L CODE.
8. PRIOR TO FIN,',L ).PPROV,',L OF ,', GR,',0/NG PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO TH£ CITY £NGIN££[/ VIA Tf/E
,._, Tf/E CONTRACTOR SH,',LL RESTORE ,',LL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE S,', TISFACTION OF THE CITY ENGINEER ,',FTER £,',CH RUN-OFF PRODUCING R,',/NF,',LL.
5. THE CONTRACTOR SH,',LL INSTALL ,',OOITION,',L EROSION CONTROL ME,',SURES ,',S M,', Y BE
REQUIFIED BY Tf/E CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN C/RCUMST,',NCES Wfl/CH MAY ,',RISE.
6, THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL T,',KE NECESSARY PREC,',UT/ONS TO
PREVENT PUBLIC TRESPASS ONTO Mi£,',S WHERE IMPOUNDED W,', TERS CR£,', TE ,',
H,',ZAF/OOUS CONDITION,
7. ,',LL UiOS/ON CONTROL MEASURES PROVIDED PER THE ,',PPROVED SWPPP ANO/OR
EROSION CONTROL PL,',N SHALL BE INCORPOR,', TED HEREON,
8. GR,',DED ,',R£,',S AROUND THE PROJECT PERIMETER MUST OR,',/N AW,', Y FROM Tf/E F).C£ OF
SLOPE AT Tf/E CONCLUSION OF EACH WORKING Q,', Y.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SH,',LL BE IN PL,',CE AT THE END OF EACH
WOFIKING DAY WHEN THE FIVE (5) DAY R)./N PROB,',B/LITY FOREC,',ST EXCEEDS FORTY
PERCENT (40¼). SILT ANO OTI-IER DEBRIS SH,',LL 8£ REMOVED ,',FTER £,',CH R,',/NF,',LL.
10. ALL GR,', VEL BAGS S/-IALL BE BURLAP TYPE WITH J/4 INCH MINIMUM ,',GGREGRA TE.
11. SHOULD GERM/N).T/ON OF HYDROSEEDED SLOPES F,',/L TO PROVIDE EFFECTIVE COVER,',GE
OF GR,',DEO SLOPES (90¼¼¼ COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SH).LL BE
ST,',B/UZEO BY PUNG/-/ STR,',W INST,',LLED IN ,',CCORO,',NCE WITH SECTION 35.023 OF Tl-IE
EROSION ,',NO SEDIMENT CONTROL fUNDBOOK OF THE OEP).RTMENT OF CONSERVATION,
ST,', TE OF CAL/FOi/NiA.
PALOMAR AIRPORT
ROAD
VICINITY
NTS
LEGEND
MAP
5. THE ST,',NQ,',RO SPECIFIC,', TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6, SOILS REPORT TITLED UPO). TE GEOTECHN/C,',L-REPORT, C).RLSB,',O OAKS NORTH BUSINESS
P,',RK -LOT 17, C,',RLB,',Q, C,',L/FORN/,',, PREP,',R£0 BY GEOCON INC., DATED J-25-16
(PROJECT NO. 06442-32-21)
7. THE S,',N DIEGO REGION,',L ST).NO,',RO DR,',WINGS ,',NO ,',S M).Y BE MODIFIED BY
THE CITY OF C,',RLSB).0 ST,',NDAROS.
~-C,',L/FORNU CQ,',ST,',L COMMISSION DEVELOPMENT PERMIT CONDITIONS
O,',TEO N~
9. ENYJRONMENT ,',L ,',PPROV,',L DOCUMENTS O,', TEO TBQ
10, STORM W,', TER POLLUTION PREVENTION PL,',N PREP,',RED
BY REC CONSULT,',NTS INC. O,',TEO 9-26-16 SW NO. 16-395
W0/0 NO. 9 J7C377,j.27
11. STORM W,', TER QU,',L/TY M).N).G£MENT PL,',N PR£P).R£0
BY REC CONSULTANTS INC. Q,',TEO 10-26-16 SWQMP NO. 16-J,f
12. C,',L/FORN/,', STORM W,', TER QU,',L/TY ,',SSOCU TION BMP CONSTRUCT/ON H,',NOBOOK ,',ND
C.>.L TR,',NS CONSTRUCTION SITE BMP M,',NU,',L.
LEGEND
PROJECT INSPECTOR {15. 16.120 ,',, 10} CARLSB,',D MUNICIPAL COO£: INDEX OF SHEETS
TITLE
DESCRIPTION DWG NO SYMBOL QUANTITY DESCRIPTION DWG NO SYMBOL QUANTITY
(1) FIN,',L REPORT BY SUPERVISING GR,',0/NG £NGIN££R ST,', TING ,',LL
GR).O/NG IS COMPLETE. ).LL EROSION CONTROL, SLOPE PL,',NT/NG
,',NO IRR/G,', TION ).RE INST,',LLED IN CONFORMANCE WITH CITY
COO£ ,',NO THE ,',PPROVED PL).NS ( OBT,',/N S,',MPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEP,',RTMENT).
(2) ,',S-BUILT GR,',0/NG PL,',N.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL 8£,',R/NG C,',P,',CIT/ES, ,', STATEMENT ,',S TO
THE EXP,',NSIVE QU,',LITY OF THE SOIL, ,',ND SUMM,',R/ES OF
FIELD ,',NO L,',BQR). TORY TESTS. Tl-IE REPORT Sf/ALL ,',LSO
INCLUDE ,', STATEMENT BY Tl-IE SOILS ENGINEER TfU T THE
GR,',0/NG W).S DONE IN ,',CCORD).NCE WITH THE REQUIREMENTS MJO
RECOMMEND,', TIONS OUTLINED IN THE PRELIM/N,',RY SOILS REPORT
,',NO ,',NY SUPPLEMENTS THERETO.
( 4) REPORT WITN ,',S-BUIL T GEOLOGIC PL,',N, IF FiEQUIREO BY Tl-IE
CITY.
34. UNLESS ,', GR,',0/NG PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
Y£,',R AFTER THE CITY ENGINEER'S ,',PPROV,',L, Tf/ESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PL,',NCHECK. PL,',NCHECK FEES WILL BE FIEOUIREO FOR
).NY SUCH RECHECK.
35. IN ).CCORO).NCE WITN Tl-IE CITY STORM W,', TER ST).NQAROS, ,',LL STORM DR,',/N INLETS
CONSTRUCTED BY TNIS PL,',N SH).LL INCLUDE "STENCILS" BE ,',QOEO TO PROl-118/T
W,',STEW,', TER 0/SCH,',RGE DOWNSTREAM. STENCILS SH,',LL BE ,ADDEO TO THE
$). TISF ,',CT/ON OF Tl-IE CITY ENGINEER.
36. IF BL,',ST/NG IS N£C£SS,',RY, ). V,',LIO BL,',ST/NG PERMIT SH,',LL BE OBTAINED FROM
Tl-IE CITY OF C).RLSB,',O PRIOR TO ,',NY BL,',ST/NG ,',CT/VITIES. AN APPL/C,', T/ON FOR ,',
BL,',ST/NG PERMIT WILL BE SUBMITTED WELL IN AQV,',NCE OF Tf/E SCHEDULING OF
BL,',ST/NG OPER,', TIONS. THE BL,',ST/NG PERMIT ).PPLIC,', TION SH,',LL CONFORM TO
MITIG).T/ON REQUIREMENTS PER EIR 9/J-0/J & SPECIFIC PL,',N 211.
37. EIR MITIG,', TION M£,',SURES:
(,o,) OUR/NG THE CLE,',R/NG, GR,',0/NG, E,',RTH MOVING OR EXC,', VA TION ON THE
PROJECT SITE, TN£ FOLLOWING M£,',SUR£S SH,',LL BE IMPLEMENTED:
-CONTROL FUGITIVE OUST BY REGULAR W,', TERING, PAVING CONSTRUCT/ON
RO,',O, OR OTHER
OUST PREVENTIVE ME,',SURES;
M,',/NT)./N EQUIPMENT ENGINE IN PROPER TUNE;
-SEED ,',NO W,', TER UNTIL VEGET,', TION COVER IS GROWN;
-SPR£,',Q SOIL BINDERS;
-WET Tl-IE ,',R£,', DOWN, SUFFICIENT ENOUGH TO FORM ,', CRUST ON Tl-IE
SURF).C£ WITH REP£,',TEO SO,',K/NGS, ,',$ NECESS,',RY, TO M,',/NT,',/N Tl-IE
CRUST ,',NO PREVENT OUST PICKUP BY THE WIND;
STREET SWEEPING, SHOULD BE C,',RR/£0 OVER TO ,',QJACENT PUBLIC
THOROUGHF ).RES;
-USE W,', TER TRUCKS OR SPRINKLER SYSTEMS TO KEEP ,',LL AR£,',$ W/-/ERE
VEHICLES MOVE DIRT ENOUGH TO PREVENT OUST RAISE WHEN LE,', VING Tf/E
SITE;
-WET DOWN ,',RE,',S IN THE LA TE MORNING ANO ,',FTER WORK IS COMPLETED
FOR THE O,', Y;
-USE OF LOW SULFUR FUEL (0.5¾ BY WE/Gf/T) FOR CONSTRUCTION
EQUIPMENT;
-SOIL EROSION M£,',SURES;
-W,',TER EXPOSED SURF).C£5 TWO TIM£$ PER DAY;
-REDUCE SPEEDS ON UNP,',VEO RO,',OS TO 15 MPH OR LESS;
-W). TER H,',UL RO).DS TWO TIMES PER O,', Y
(,',) CLE,',R/NG OF VEGETATION INCLUDING ).LL N,', TIVE H,',8/T,', T AS WELL AS
NON-NATIVE GRASSLAND SH).LL BE PERFORMED IN THE NON-BREEDING SE,',SON
(OUTS/OE OF THE PERIOD FROM FEBRU,',RY 15 TI-IROUGH ,',UGUST JO) IN ORDER
TO ,', VOID IMP,',CTS TO NESTING R).PTORS MIO OTHER NESTING BIROS.
(8) DURING CONSTRUCTION OF UNDERGROUND UTILITIES IN PROXIMITY TO THE
N). TUR).L OPEN SP,',CE NORTH OF Tl-IE PROJECT SITE, TRENCHES Sf/ALL BE
INSPECTED O,',/L Y ,',NO ).NY TR,',PPEO WILDLIFE SHALL BE REMOVED ANO RELEASED
UNH,',RMED INTO N,', TIVE VEGET,', TION ).NO HUNDRED FEET OF MORE FROM Tf/£
CONSTRUCTION ,',RE,',, CONSTRUCTION FENCING SH).LL ,',LSO BE INST,',LLED TO
MINIMIZE IMP,',CTS TO WILDLIFE DURING TflE CONSTRUCTION PH,',SE OF THE
PROJECT.
KEY MAP, NOTES & DETAILS
GRADING PLAN
EROSION CONTROL
Rffl:.\IN1 NC"r w;,u flLAN
SHEET 1
SHEET 2
SHEETS J-5
SHEET 6
Jll,!!tS ;-15
EARTH\\'ORK QUANTITIES
CUT: 12,500 CY
FILL: 12,500 CY
IMPORT: 0 CY
EXPORT: 0 CY
REMEDIAL: Ii. t'.!l CY
LEGAL DESCRIPTION
LOT 17 PER TR 15505 IN Tf/E CITY OF CARLSBAD,
CALIFORNIA
APN: 209-120-14
ADDRESS: WHIPT,',/L LOOP RO).O, C,',RLSBAD
DEVELOPER
NAME: HAM,',NN CONSTRUCTION
ADDRESS: 1000 PIONEER WAY, EL C).JON
PHONE NO.: (619) 440-7424
REFERENCE DRAWINGS
,',S-BUILT DWG No, .f/5-9J
4/5-9/
PROJECT ADDRESS
WHIPTAIL LOOP,
CARLSB,',D, CALIFORNIA
SOURCE OF TOPOGII.APHY
TOPOGRAPHY SHOWN ON Tf/ESE PLANS WAS GENER,', TEO BY
REC CONSUL TAN TS INC, METHODS FROM INFORM). TION G,', THEFiED ON
NOV. 1 20Jfi_ BY RFC CONSUi [ANTS ING
TOPOGR,',PH Y SHOWN HEI/EON CONFORMS' TO N,', TIONAL M,',P
ACCURACY STANDAFiDS.
PROJECT LOCATION
ff/IS PROJECT IS LOG,', TED WITHIN ,',SSESSORS P,',FiCEL NUMBER(S)
APN: 209-120-14
Tf/E C,',L/FORNIA COORO/N,', TE INDEX OF THIS PROJECT IS:
N 1997 E_~6=2=5~6 _______ _
"DElCLARA1'JON OP' RJi'S?O!lfS!BLE CHARGE"
/ Hf~r,r OF.CLARE 1HA7 I Alt Tlli: f:NG/11.<:Elt Of WCJIIK FOR T/IIS
f1'CJJ(C1, THAT I HAVC El'OCJS:D "•S!'Qt'l5/&f: CHA!tGf QVf-' 7/il:
DESIGN CJf 'f/1• fl'.OJliCT AS Of:FJNF:D Jf/ SfCTIO'I i703 Of THE
ausJ/-11£SS AND i'l'COftSSIONS C(l;!f, Ali!J iHA7 1/lf: ~$/SN IS CONstsrn« wrrn CVM!NT STANOAl!OS.
I VNDE'1'STitND TI/AT 71-/1. CH!tCI< ()I' fl('!.)JrCT OMWIN~ ANO
s,rcJFICATIQWS ~y THf CITY Of CMI.SMD Oo!:S Hor iaEVf
Mf, AS f/•"IN!:f1' CF W<Jf'X, Oi' MY 1'fSPoNElfll.1TIIES fO!I
P NJJ(r;T D/:S/Gfl.
SOILS ENGINEER'S CERT IF'ICATE f/,W:__,_/1,.,_fC,.,_,,C,,,ON.,,.W"'-'-'l T..a:ANw~"''"""l,..'NC"". _______ _
/, FM// /0 ,A,/ y,o, , A REG/STEREO (CIVIL/ ,11)01\'iSS: ~2-=t:l.,.2~J=r=c=oN~D~A7VrNIJ~=r----, ______ _
GEOTEC/-IN/C).L) ENGINEER OF THE ST,',T£ OF CAL/FORNI,',, PRINCIPALLY DOING Ctr,: ST..ITf: SAN DIEGO, <;). !12101
BUSIN£SS IN THE F/£LO OF APPLIED SOILS MECHANICS, 1-/EREBY CERTIFY Tl-IA T Tl:L(i"l/~: ....... •~J~9-·2~3~Z---2~21/~0~--------
A SN~Pi1,u, l,NO STUl:J'Y l)F 71-ll, SOIL CcNDlrl#fl:S fll'SV/1,UiNT w,111,11 11-4/S
SITE WAS M,',DE BY ME OR UNDER MY DIRECTION BETWEEN Tl-IE OATES OF ~ ~<. Laa-0 ~ OCTIJU/f zo,:tq AflD M,llt <;II :IQ/,. 2. II · r'~---;-, ~r---------
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY A1'rl.lN It. A fN
RECOMMENO).TfONS, f-1).S BEEN SUBMITTED TO THE OFFICE OF 'THE r1ry ~t;.f. NO.:_.,,_ii;/~Lf;,;f __ ...._::---:---------
PR/V,', TE KEYSTONE RET,',/N/NG W,',LL
PR/V,', TE FIRE HYDRMIT (FH}
EXISTING smEET LIGHT
PRIVATE P,',RKING LOT LIGHT
PR/V,',TE J6"XJ6" ST,',NDPIPE (RISER)
PR/V,', TE PVC PIPE (SIZE PER PL,',N)
1~" PVC
12" PVC
12" PVC
6" PVC
6" PVC (UNDERDR,',/N)
TRENCH RESURF,',C/NG
DOUBLE DETECTOR CHECK V,',L VE
TR,',SH ENCLOSURE
TRUNC,', TEO DOMES
REMOVE SIDEWMK. CURB & GUTTER
2• WMER SERVICE WITH 2" WATER
METER & B,',CKFLOW PFiEVENTER
W-12 ••
GS-27 • G-2/J • G-29 •
W-22 "
GS-16 •
G-30
G-11
V/-4 " W-20 "
MCWCWCwr::-=-=N
□
[1/,01/'/,1/~
~
I
-o-@
"DECLARATION OF RESPONSIBLE CHARGE"
4,317 SF
6 £,',
11 E,',
1 E,',
1,161 LF
51! LF
H7 LF
J/!5 LF
1~5 LF
170 SF
1 EA
6 EA
302 SF
31J SF
1 £,',
I HEREBY OECL).R£ TH,', T I ,',M THE ENGINEER OF WORK FOR THIS PROJECT, TH,', T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS ,',NO PROFESSIONS CODE, ,',NO TH,', T THE DESIGN IS
CONSISTENT WITH CURRENT ST,',NDAROS.
I UNOERST).NO TI-IAT THE CHECK OF PROJECT QR,',WINGS ,',ND SPECIFICATIONS BY Tl-IE
CITY OF C,',RLSB,',O DOES NOT RELIEVE ME, ,',S ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN,
FIRM: REC CONSULT,',NTS INC.
,',OORESS: 2442 SECOND AVENUE
CITY. STATE: SAN Dlf',GO. CA 92101
TEL44tz-:200 .
BY: B)UCE ),, ROBERTSON
R.C.E. N0.: _ __,4_,,8""52='9'--------------
REG/STR,', TION EXP/R,', T/ON D,', TE: ~6~-~3~0--~11!,~-----
OWNER' S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT ,', REGISTERED SOILS ENGINEER OR
GEOLOGIST /-/AS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-).LL
GR,',0/NG ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
T/-1/S SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A ST).TE-
REGULA TED SWPPP, I (WE) ALSO AGRE£ ). QU).L/F/£0 SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WIT/-/ THE CAL/FORNI). CONSTRUCTION ORDER AND
MUNICIPAL PER~7T VERSION.
JE-F/4' t!f1f!t:.,, PRESIDENT
__!j I
OAT£
,---)'1ffeil·. ANN OAK PROPERTIES L p
BENCH MARK
ION: DESCRIPT
LOCATION
2.5" BR,',SS DISC ST,',MPEO "CLSB-072 LS 6215"
: SOUTHWEST CORNER OF QR,',/NGE BOX IN THE
NORTNWEST CORNER OF P,',RKING LOT OF KAISER
/J ECTRO OPTICS 2752 l QOKER A !LENUF WEST
: RECORDED
ELEV,', TION
POINT NO. 72 PER ROS 17271
379,213' O,', TUM: NGVO 29
~ l.~I *~ EX' i/"JO,'IJ !*
~z c1v11.. ~~ ~ 4 .' fi;J I'!
'
PROPE/fTY LINE -Fi'.---
-----------PffOPOSED E,',SEMENT LINE
'--.__ 6:30 ---.___
PROPOSED CONTOUR
EXISTING CONTOUR
D,', YLIGHT LINE ~'/k --_..,-1\\---~
EXISTING W,', TER SERVICE -----w ------w ----·-···
I!" PVC FIRE WA TERMAIN (PVT) ----~-VJ w 1,1!47 LF
EXISTING SEWER -------::-; c· ••....• --..J -------
SEWER CLE,',NQUT S-6 s 10
CONCRETE CURB G-1 J,960 LF
DIRECTION OF FLOW
EXISTING SPOT ELEV,', TION (373.94 FS) ----.
PFiOPOSED SPOT ELEVATION J7J.94 FS
8/0FIL TR,', TION CLE,',NOU T PEif OET ,',/L ON SHEET 2 a 2 EA
CONCRETE SPILLWAY q
GR,',NULAR P ,', VING
PRIVATE P,',Tf/W,',Y • •
8/0RETENTION BASINS ~ , , I >(i,.J;>½ .,,,,-;:, ~<
,',LL ST,',ND,',RD OR,',WINGS .>.RE S,',N DIEGO REG/ON,',L ST,',ND,',/fD OR,',WINGS (SD/fSD)
UNLESS OTHERWISE NOTED AS FOLLOWS:
• CITY OF C,',RLSB,',D ST ,',NQ,',RD DR,', WINGS
" C,',RLSBAD MUNICIPAL W,', TE/f D1Sm/CT ST ,',NO,',RO DR,', WING
'" SDRSO MODIFIED BY THE CITY OF C,',RLSB,',0
POST-CONSTIIUCTION !!MP TAILE
3 EA
7,265 SF
5,320 SF
9,745 SF
STORMW). TER REQUIREMENTS TH,', T ,',PPL Y: EXEMPT FROM HYDROMOOIFIC). T/ON?
~ ST).ND).RO STORMW,', TER REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENT,', TION)
PRIORITY PROJECT REQUIREMENTS NO
TYPE DESCIIIPTION Oll'NEIISIIIP J.!AINTENANCE SHEET NO. llAINTENANCE
AGIIEEMENT FREQUENCY
BMP/LIO 8/0FIL TR). TION PROPERTY YES J-4 2 TIMES ,', Y£,',R 8,',S/N OWNER
BMP/L/0 W,', TER QU,',L/TY PROPERTY YES J & 5 ,',S NEEDED SIGN,',GE OWNER
TOT,',L LOT ,',RE,', = ~.OJ ,',GRES "AS BUil T" /J.OJ ,',GRES TOT,',L DISTURBED ,',RE,', =
(THIS ARE,', INCLUDES BUT IS NOT LIMITED TO ~ ~ ~ _:fµ!!f:2--OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
).NO TEMPOR,',RY 0/STURB).NCE SUCH ,',$ VEHICLE ~~{J.1/ E . t..,{'l 0 LJ_.1_ , DATE ).ND EQUIPMENT ST,',G/NG ,',R£).S, CONSTRUCTION
WORKER FOOT TR,',FFIC. SOIL/GR,', VEL PILES, UTILITY -TRENCHES, 8,',CKFILL CUTS ,',NO SLOPE KEYW). YS) REVI, .;:-D Jill ~
Nf.,', \~/4k--TOT,',L REPL,',CEO IMPERVIOUS ,',RE,', = L._,rriuY. Cl!~
TOT,',L PROPOSED IMPERVIOUS ,',R£,', -5 .. 5 ).GRES INSPECTOR . ATE
I SH1ET I CITY OF CARLSBAD CTu ENGINEERING DEPARTMENT 5
GRADING PLANS FOR:
FIRST INDUSTRIAL -LOT 17
TITLE SHEET ~:~;~~R. C ------= ~~~"' ""STMllOH~~--10-19 ~ ' ((~1•,{fl'\ o'}-A ~-•'
G.E./P.E. NO.: 69915 11nn, <> f, {.(:::;;(6 · ~ f~,~-Civil Engineering• Environmental
Land Surveying
~/J7
;Tl(,{t ~'I.\ /\S·· 8Vll.1 Pt.AN
•7/J'C I\ fl.E\IIS~O SH!!l:T \NC£rX, RE\11S~D I'' --· vf /_!ill: ;J.," f APPROVED: {/4. 17, • JASON S)GELDERT
,tJ.vV,. lt"!,('! i r:.bzm_:i_ f_ I "'•'$J/.1"11 'IJ)/.. II&'~ C64311 z. :Ll D).TE: _/._/L1-L7= 7. ~~ 'ii. -'-' /30/I" " q /, * ., ~"' Exp. 6 , ,r; LICENSE EXP/RATION DA TE: _/ ,j O /._ 8 ~ ~/At ~,.,:'.-.._ ~
'if!..~Of~~Zf \\_,'"IA ·•yJV\1-Oq,;
~_Gfo cp.1-\~
'-.,-.... Consultants, Inc.
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-921 0
WATl!R ~.I/IC!:. &t:'\JISEQ SH!iIT TOT/ri..,
REPt.Ac!:n S.rHll;T.S 2 nli?,V r, $1.{;Ml;.D (ll,J
?--1:'i--17 A00F"D s1-1~1·s 1·· 15. ' DATE INITIAL
Fax ENGINEER OF WO"K REVISION DESCRIPTION
CITY ENGINEEIZ RCE 63912 EXPIRES 9 /30 /115 A TE
DWN BY: _/.:o PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: IlJI/!._
OTHE" A~~"OVAL CITY A~~"OVAL RVWD BY: _j.lJL__ SDP16-04 497-3A
•
I ;
I
.
l
' '
I I
021318
Cl :0 ~ ~
2
(j)
2
C :s:
OJ m :0
□ :0 ~
2
(j)
2
C s
CJ m
:0
□ :0
i
2
(j)
2
C s
CJ m :0
SPLASH BLOCK
CONG. TILT-UP WALL PER PLAN--------.._ ,'.., ·.. ~ ATRIUM DRAIN
OVERFLOW DRAIN--~ ' · · r:------1---'t-----,, ---4c
------
2 1 /8"
/---,.I-
(-y' CONC. WALL PER PLAN--,--
DRAIN PIPE PER PLAN--.
'-._,~f---,-""':' . . . . /
'--~::,,--'-G ', - .
,, ' 'I •
" ----!: • - • -
DIA. OF PIPE~ PIPE ELBOW '•. ,
SEALANT, TYP.
/
OVEfffLOW DRAIN w/ ESCUTCHEON BEYOND
PAINT TO MATCH ADJACENT WALL COLOR
DIA. OF PIPE
PLUS 1"
/ SPLASH BLOCK
DIA. OF PIPE □ ,
PLUS 1" 'ls----~=-=i'
------....__
27. SLoPt--
PLUS 1" ·,
18" AT OVERFLOW ·,, 't. ' -~-·7 _1__··_1~
2·
ATRIUM DRAIN
DIA. OF PIPE
PLUS 1"
SIGN PER CARLSBAD BMP DESIGN
MANUAL. WATER QUALITY SIGN
DETAIL SHOWN ON THIS SHEET
A
PLAN VIEW
~ININ-a!T WAlDt CJM.JN
ll'IEATWl'rT r>.aurr
NOTE:
CONTRACTOR SHALL VERIFY WALL PENETRATIONS WITH
FINISH GRADES PER CIVIL ENGINEERING DRAWINGS
DO NOT LOCATE DRAIN @ HANDICAP PARKING SPACES
PRIVATE DOWNSPOUT DETAIL
NOTES:
SOIL MIX PER LID
MANUAL
PLANTING PER APPROVED
NTS
PLANT LIST -SAN DIEGO SEDGE (GRASS)
~~~r[· L
-TO STORM DflAIN
SEc-noN A-A
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 111" FROM THE
SURROUNDING GRADE & MULEFAT (SHRUBS) INLET WITH APPROVED GRATE
RISER STRUCTURE TO BE
INSTALLED WITHIN BASIN
SLOPE. CONTRACTOR TO
ENSURE THAT SURFACE
SLOTS TO REMAIN EXPOSED.
{" PVC SCREW
CAP -RIM IS 12"
ABOVE GRADE
EXTEND LINER TTi---,
ATLEAST 6" HIGHER
THAN RISER
STRUCTURE
OVERFLOW INLET
ELEVATION
INSTALL 3" LAYER OF
3/8" GRAVEL AT BIOMIX
SOIL/GRAVEL INTERFACE
6" PERFORATED
PVC PIPE
IMPERMEABLE LINER
SIDES AND BOTTOM
SLOPE BOTTOM OFF BIOFIL TRATION
BASIN TOWARDS SUBDRAIN
OUTLET PIPE TO EXIST STORM
DRAIN SYSTEM.
FL PER PLAN
*BIOFILTRATION ENGINEERED SOIL SHALL BE MINIMUM 1 II" DEEP "SANDY LOAM"
36" X 36" PRECAST
CATCH BASIN
SEE OUTLET STRUCTURE
DETAIL PER PLAN. TO BE
LOCATED OUTSIDE OF
IMPERMEABLE LINER
SOIL MIX WITH NO MORE THAN 57. CLAY CONTENT. THE MIX SHALL CONTAIN 50-ii07.
SAND, 20-307. COMPOST OR HARDWOOD MULCH, AND 20-307. TOPSOIL.
**3/J," CRUSHED ROCK LAYER. 12" GRAVEL DEPTH IMPERMEABLE LINER
SIDES AND BOTTOM
r
~
!
I
I
I
~
I
M
~
m
I
B
I EX SEWER
I
I
I
I
I
fsHT' r,_
I
.!Wal-------,
~».-il.:lil:il--
T
I
I
I
I
I
I
I
I
I
I
I
I
I
--I
I
\ I \ ~ : I I
• N 'f.fJ;, T I
\ I
,\ , _ , . rrnmmn,Jj 1 ,___,_,__~ /. D ; : :
1 ·,,. • -llllllllfULL I ~l...~~~:;;:;i~:;;;;;;::.;j;~~~~~-!;J~b-1-t.~'.'.'.-:'.~ ... :.!..=,:~·-=-1.~.,::. -=-==~,-~:=:..:.::c .. :•~-~~t:;;-.,.,1,_1 -__ ..., I ~~~--~~™-~~----------~J
KEY MAP
SCALE 1 "=110'
/"" BORDER (BLUE OR WHITE, SEE PLAN)
'
-," DIAGONALS--...
(BLUE OR WHITE, SEE PLAN) ~
(3'0" MAX CENTERS)
Nix 0 <(
c--i ~
5.07. ~
MAX
6" PERFORATED \4 .. BORDER (BLUE OR WHITE, SEE PLAN) •• PVC UNDERDRAIN
~NATIVE SOIL
s~rRIPING-~ ADA PA-rH OF TRAVEL
NTS
PERMANENT WATER QUALITY
TREATMENT FACILITY
KEEi' OUft WA Tfll,WA YS CLEAN
MAINTAIN WITH CME -NO MOOIFlCATIONS WITHOUT AGENCY AP,ftOVAL
TRUCK DOCK WALL PER
ARCHITECTURAL PLANS
\...L
WATER QUALITY SIGN
NTS
PIPE SIZE NOS GRATE MODEL
OR EQUAL
6" MODEL 40
12" MODEL 1240
1e" MODEL 1eo1SDG
NDS MODEL GRATE OR EQUAL
SEE TABLE THIS SHEET
6" a_
0
TRUCK DOCK AREA
SECTION A-A
PLAN VIEW
NOTE: STORM DRAIN SYSTEM SHALL HAVE WATER TIGHT JOINTS TO
BE SEALED WITH SLURRY FILL AROUND JOINTS OR EQUAL
PRIVATE TRUCK DOCK STORM DRAIN DETAIL
PRIVATE BIOFILTRATION DETAIL FOR BMP PRIVATE BIOFIL TRATIO,N CLEAN ou~r DETAIL NTS
MIDDLE SLOT
6" (TYP/
GRATED TOP
COVER J--J------+-,
Il.50'/Bsul
IDDLE SLOT
1.50'/BsLI 1.50'/BsLI LOWER SLOT
3' INTERNAL
DIAMETER 3' INTERNAL
DIAMETER
TOP OF RISER
MIDDLE SLOT
LOWER SLOT 8 su
MIDDLE SLOT
RISER STRUCTURE SLOT DETAIL
NTS
NTS
REFER TO RISER STRUCTURE SLOT
DETAIL FOR SLOT LOCATIONS
DIMENSIONS THIS SHEET
*18" · MIN WELL
DRAINED SOIL
'*12"CLASS II
GRAVEL LA YER -----"
12"
AROUND ALL PIPES
IMPERMEABLE LINER
SIDES AND BOTTOM
UNDERDRAIN
CONNECTION
6" PERF. PVC
LOWER SLOT
•
<l
1 SECTION 4
1, 1"
NTS
TG PER PLAN
36" X 36" PRECAST CATCH BASIN
SEE OUTLET STRUCTURE DETAIL
PER PLAN. TO BE LOCATED
OUTSIDE OF IMPERMEABLE LINER
FLOW CONTROL ORIFICE
CAP SEE DET. THIS SHT.
FLOW
OUTFALL PIPE,
SIZE PER PLAN
,()
<11,,
UPPER SLOT
BASIN HsL ( FT) ELEV ( FT) Bsu {FT)* Hsu ( FT) ELEV ( FT)
B 1.50 0.25 0.58 1.50 0.167 0.25
UNDERDRAIN
CONNECTION
6" PIPE (PERF.)
CLASS II PERM
STORAGE LA YER
6" PVC
SUBDRAIN
OUTLET
STRUCTURE WALL
0 0
SCH 40 PVC
MALE ADAPTER
(MiTPxSoC)
/11 I \---SCH {0 PVC
6" CONCRETE CURB
PER SDRSD G-1 6" • 6"
CURB AND SPILL WA l--'~~----'2'---"0'-'PEc:,N"'IN,,Gc..7--1-..c...l
6" CONCRETE CURB
PER SDRSD G-1
36" X 36" PRE CAST CATCH BASIN /. ··-
i1' I THREATED
//1/ END CAP
=;;:,:=;-~~('°-,;:r'Fi(~;==;~c"cr7fc. =,.==t:t== ~(MiTPxSoC) ~-~r~~~6~ ~ ~~-~ 6"
1
FLOW
!OUTFALL PIPE
r'\ /T')I . A -( ' :
c'1T',<2'. Ml' :,[jc:,[) . DRILL ORIFICE ~)"f:?i)'.{:l .. '['ty--)'t~{--)' . · • ' HOLE AT FLOWLINE
CLASS II PERM
STORAGE LAYER
: OF ENDCAP
·. ~MP O~IFICE SIZE
1 3.0"
FLOW CONTROL ORIFICE CAP NOTE: SEE SHEET 3, 5 FO~
BASIN LOCATION
PRIVATE BIOFIL TRATION ou-rLET DETAIL
NTS
: •• : 2EF~T. 7] l[i _~--
#4 BARS
SPILLWAY
PRIVATE CURB DEPRESSION DETAIL
NTS
~ fsHIITl CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 15
'-" ,;:J GRADING PLANS FOR: * 1---+---+----------------j-----j---t----i---i
7/,-"" ~ FIRST INDUSTRIAL -LOT 17
KEY MAP, NOTES I< DETAILS
IVI ng1r1eering · Environmental :I. 8S..::..iUIL.L..~~.CL.--------+----I----J-...,.,=rc::-t---,-:-:;c-J ~A=P==P=R=O=VE==D=: =~~ . d JASON S. GEJ_I DERT
+.,_-+"'.._._,,R=EP:-::L=A=c=ED=sH=E="E'=T'='s::-:1Gc;-N=ED=oc::N=2=---=1:c:3-==1=-7~· -1-----t--r'l(l9.lt +-:c ao.v. _ --V qjz, Za.lL. Land Surveying
2442 Second Avenue
San Diego, CA 92101
REVISED SHEET TOTAL, REVISED RISER CITY ENGINEER RCE 63912 EXPIRES 9 30 18 DATE
1---+---+-~s-=TR::cU-:-C:-::T::cu=R-=E-':Dc::E:=Tc-Alc'-L~--------i------i---1----;--, ~D~W~N;:::;;B;';Y,==~;:p==_=_~===P:::R=o=JE::C::T=N=o=.=:::'.:;-;:D::R:=A=W::IN=G:==N~O.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY 0 r
Consultants, Inc. (619)232-9200 (619)232-9210 Fax
REVISION DESCRIPTION : -"~ S0P16-04 497-3A ENGINEER OF WO~K DTHEft A~,~OVAL CITY A~~~OVAL RVWD BY: -~ ~--------~----
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105' OF RETAINING WALL
TO BE TERRACED WITH 3'
MIN. SEPARATION
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469.45 FS \ . .
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AND IRRIGATION PLANS
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RETAINING WALL
PER SDRSD C-2
42.5"
CONCRETE
PAVEMENT
SECTION-A: RETAINING WALL DETAIL
N. T.S.
NOTE: ELEVATIONS PER PLAN
10 0 40 60 , I I
SCALE: 1" = 20'
::;;;;> ~f 1-:::::::,.--.-. ::::;:,.-:----=:> .
) ~Row' DITCH:(
PER SDRSD .
D-75 TYPE B
Li-JC.SJ IC
4 7(]_ 0.3 FS
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27.86' ~ 8" PVC SD @ 2.0¾~r··-· _11
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CONNECT 1 B"x8" ~i"EE
I.E. 465.13
S" P'/C SO -;---,-,i1'
INSTALL AREA DRAIN BELOW ROOF DOWNSPOUT (TYP)~
SEE PRIVATE DOWNSPOUT DETAIL SHEET 2
_P_R_O_P_O_S_. _E_D_B_U_I_L_D_I_N_G_ ~Jf IT["',
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1" WET TAP TO EX. 16" 10 GA. STEEL~CMLC HG 700
WATER MAIN. INSTALL 1" WATER METER WITH
BACKFLOW PREVENTER PER W-20
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REQUIRED TREATMENT CONTROL BMP TABLE
DESCRIPTION QUANTITY
BIOFILTRATION BASIN 10, SQ FT119 (BMP-1)
WATER QUALITY SIGN 1
7397
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~-~ &!!lll,LJl.,~::--;:;=:-=:::-::::--;-;:---:c=--:-::--l--+---t=I 1 REPLACED SHEET SIGNED ON 2-13-17 ~I 11 ~
REVISED STORM DRAIN, REVISED SHEET
FIRST INDUSTRIAL LOT 17
GRADING SHEET
ngineering • Environmental TOTAL, REVISED RETAINING WALL, ADDED
FDC PIV REVISED 1" WATER SERVICE Land Surveying REVISED CURB AND FG ELEVATIONS
Consultants, Inc,
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-9210 Fax
REVISED BMP RISER LOCATION
DATE INITIAL
ENGINEER OF WO~K REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
CITY A~~~OVAL
APPROVED: u~ JASON S;,,&rp°l~~
RCE 63912 EXPIRES 9 30 18 ATE --~-~-
OWN BY: RO I PROJECT NO.
CHKD 8Y: -~-.-· SDP16-04 RVWD BY: ·-~--
DRAWING NO.
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CONSTRUCTION NOTES
CD BICYCLE PARKING STALLS
@ LOCATION OF TRASH ENCLOSURE PER GS-16
@ INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD W-I2
@ RETAINING WALL PER SEPARATE STRUCTURAL PERMIT
@ INSTALL PARKING LOT LIGHT PER ARCHITECTS PLANS
@ 8" PRIVATE FIRE MAIN PER SEPARATE FIRE DEPARTMENT APPROVAL
@) MONUMENT SIGN
(@ INSTALL 6" CURB PER SDRSD G-1
@) INSTALL 6" PVC UNDERDRAIN PIPE
@ *CONSTRUCT 7" PORTLAND CEMENT CONCRETE OVER 957.
COMPACTED SUBGRADE SOIL (HEAVY DRIVE ISLES)
@) *CONSTRUCT 5" PORTLAND CEMENT CONCRETE OVER 957.
COMPACTED SUBGRADE SOIL (PARKING STALLS)
*FINAL PAVEMENT SECTION BASED ON R-VALUE TO BE APPROVED
BY THE CITY ENGINEER
@ INSTALL STORMDRAIN PIPE PER PRIVATE TRUCK DOCK STORM DRAIN
DETAIL ON SHEET 2
@ CONNECT BROW DITCH TO PRIVATE 6" CURB DEPRESSION PER
DETAIL SHEET 3
@INSTALL 2 -3" CURB UNDERDRAINS AND CONNECT TO 12"X12"
BROOKS BOX
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PROPOSED BUlLDlNG
"AS BV IL. T'1
Civil
t==:::'.:::::·j·k':i· tr···~-=' ::::===:::'.JJ;:;Crt,':·:4:":T:E:E===l-::'--4" DIA. SDR35
OR SCH40
PERF. PIPE
(EL VARIES)
REMOVE PORTION OF
ADJACENT UNITS TO ALLOW
PIPE THRU FACE
\_DAYLIGHT +" DIA. SCH40 PVC
SOLID PIPE THROUGH WALL
FACE
DAYLIGHT PIPE THROUGH
WALL FACE
r++---2ND COURSE ABOVE GRADE
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T_I_T_I __ L 1 _L 7 _L
J_ __ .l_ _____ _l __ _l __
OUTLETS TO BE
0 p F:J\J PLACED AT LOW POINTS,
SPACING TO NOT EXCEED 40' WHEN
FLOW IS LESS THAN 27.
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Land Surveying
NOTE: THE INSTALLATION OF 4" SOLID PIPE OUTLETTING THROUGH THE WALL FACE SHALL
BE INSTALLED PER KEYSTONE CONSTRUCTIO~I DETAILS AND SPECIFICATIONS.
UNDERDRAIN DETAIL DAYLIGHT THROUGH WALL
N. T.S.
20 10
· I 471 5 FC
0 20
SCALE: f'
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= 20'
60
'-------t--t-------------t---t----t----t------J I SH4EET I CITY OF CAR LS BAD ~ ,---ENGINEERING DEPARTMENT L...:1:.'.:_j
~G==R==AD~JN==G~· :::P:::LAN=:=;S~F:;:;O:::R=, =========::::::'.-===
FIRST INDUSTRIAL :t~{; +~~-·_1....=--p1~~1 ~'=E ~ccp~-=-:=i=-~'-=-o••-' :-:-·-s:~=E~~T~c=s-1;G:-N-E~D;;o::c:N_-=_2~-~1c=3--;1~7~, ~~~~~~~~~~~~~~~10/2-~~,=Tt-~~--. :==== GRADING SHEET
LOT 17
'"'➔-...),1,~Ll-v.;.=;::_:=~ fXl,i'.' '' ;,t,'' ,,,,,,0 San Diego, CA 92101 EN~~:R 0;11:;~K REVISION DESCRIPTION 0:;: A~~1:~~;~ ~~;~ AP~~~::~ 2~~g ~~: _-;:~. SDP16-04 497-3A
'--------------------------------------------------··-··-·-·J.'-L---"--------···--··-·-~D!1'~-r,t=-JC::,p~n~s~·u~l~ta~n~t~s~,~ln~c~.-~(6~·~19~)'..~?3~2~-~g~2~00~~(~6~19~)~2~32~-~9~2~1~0_'F~ai_xx_~;;;;;~===;;;~;;~=;===~~;;;~~~~~;g~~~~~~~=~==~~==~~=~~d.J L' ,,, 'A'i '"rjJ/tc.' ,'' ;1 I /' '(,1'1 1, J -'« ' I 'F,• .. <, ,J ,,', i/, ,'li ',, , ,
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ROOF DOUNSPOUT (TYP)
470.01 F'.3
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GRADE BREAK
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470.'59 FS
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PLANS FOR DETAILS
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CONSTRUCTION NOTES
CD BICYCLE PARKING STALLS
@) PERMEABU: PAVfllS P/L
@ LOCATION OF TRASH ENCLOSURE PER GS-16
@ INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD W-12
(2) INSTALL DEPRESSED CURB AND CONCRETE SPILLWAY SEE
DETAIL ON SHEET 2
@ 8" PRIVATE FIRE MAIN PER SEPARATE FIRE DEPARTMENT
PERMIT
@) INSTALL 6" CURB PER SDRSD G-1
@ INSTALL 8" AREA DRAIN, SEE PRIVATE DOWNSPOUT DETAIL SHEET 2
@INSTALL BIOFILTRATION BASIN CLEAN OUT SEE DETAIL ON
SHEET 2
@) INSTALL 6" PVC UNDERDRAIN PIPE
@ PROVIDE 5' ADA ACCESSIBLE PEDESTRIAN PATH PEf< DETAIL
ON SHEET 2
@ INSTALL TRUNCATED DOMES PER SDRSD G-30
@ *CONSTRUCT 7" PORTLAND CEMENT CONCRETE OVEFl
COMPACTED SUBGRADE SOIL (HEAVY DRIVE ISLES)
@ *CONSTRUCT 5" PORTLAND CEMENT CONCRETE OVEfl
COMPACTED SUBGRADE SOIL (PARKING STALLS)
957.
95%
*FINAL PAVEMENT SECTION BASED ON R-VALUE TO BE APPROVED
EXIST.
5' BENCH
GROUND-~/
'-/ I '\-:,,-
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BIOFILTRATION BASIN DETAIL 4
PROPOSED 6" CURB-~-
z
2
2' BENCH-I ,, L o.s7.
BMP 4
464.61 FG
PERF. PIPE
SECTION-B
~LT.S.
1.~-.-,,----,.--lfi -~HEAVY DRIVE ISLES
Civil Engineering• Environrnental
Lund Surveying
BY THE CITY ENGINEER 2442 Second Avenue
@INSTALL STORMDRAIN PIPE PER PRIVATE TRUCK DOCK STORM DRAIN Son Diego, CA 921 D1
Fax
A
REQUIRED TREATMENT CONTROL BMP TABLE
DESCRIPTION QUANTITY
BIOFIL TRATION BASIN 10, SQ FT119 (BMP-1) 20 10 0 20 40 60
WATER QUALITY SIGN 1 I L I 1. 1 ···· !;·; ' ·•··, ···1 I
SCALE: 1 " = 20'
l-----+---+-----------+---+----+--+-----I I SH5EET I CITY OF CARLSBAD ~
ENGINEERING DEPARTMENT ~
::;G:;RAD:::;:;IN:;G:,..':;P:;LAN:;:;:S:;:::;F;;O::;:R=: =========-====:
FIRST INDUSTRIAL LOT 17
GRADING SHEET
1/J/(,JJ_q _r_M __ ffi AL&/IIJ ,LAN APPRO~m,~-a .. .;::::=_--'3/rj/r,5,, -JASON ~'/._," G;E%' DERT 'l.1/LZ 6¥2 I 11 REPLACED SHEET,.-,,SI-CGCCN-COCCN-c-c-2_-,,-c,3,-_..,,17=-,---+---t----t-,,.-j/l'!/ I ,.-d&A ' 9;~ 2.01:J-
t----t----+---RE_V_IS_E_D_S_HE_E_T_TO_T_A_L~, _R_EV_I_SE_D_S_TO_R_fl_l _-+----+----t---+----1 ..Q:fY ENGlf/~K= RCE 6.~n;;_ EXPIRES 9/30 18 · OAT£--
DRAIN, CURB AND FG ELEVATIONS ""l --I[,,,_ Dm, BY: _p,Q__ PROJECT NO. DRAWING NO.
REVISION DESCRIPTION 0:; A~~1:~::~ ~~: APP:~::~ ~~~ ~~; ;~~~= __ S._l2F'16-04 497-3A
DATE INITIAL
ENGINEER OF WO~K DETAIL oN SHEET 2 Consultants, Inc. (619)232-9200 (619)232-9210
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31'-40'
41'-50'
51 '-6fl'
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DIRECTION OF
"L"
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100' MAX
50' MAX
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ROADBED
8' MIN. VEHICLE
ACCESS
PLAN
GRAVEL VELOCITY REDUCER
NO SCALE
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I. GHr\ Vf..::L 8,'\G~~ AHE t~f:."OU!r~LD IN f\f~EAS WHICH /\HE
PNI ncULM,LY SENSI 111/E f() SEDl,\IENT DEPO'ilTION.
L fsEOUlfiUAENT'.; FOi, ,'l"lll Sf'ACING OF VELOCITY REDUCERS
F-'(Jr~ STH[TTS WI fH Cf{ADES OF LE~:i::"l TH/\N 4-% SHt'.\1_1_ ElE
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TEMPORARY EHOSION CONTROL
PLANTING AND IRRIGATION LEC~END
ITEM CASQA#
SE-'I
SYMBOL QUANTITY
ALL PERMANENT AND TEMPORARY EROSION CONTROL. PLANTING AND /RR/GA TION Sr/ALL B[
INSTALLE:D ANO MAINTAINED AS REOUl/iED IN SECTION 212 OF Tl-IE STANDARD
SPE:CIFICA TIONS ANO THE FOLLOWING:
H Ylll/OSE:FDING SHALL BE APPLIED TO:
1. ALL SLOPES· Tl/AT A/IE: GRADED
n!EY A/IL
6: 1 (HOF/IZONTAL TO VERTICAL) OR ST£E:P£l? WHE:N
2.
THI/EE FEE:! OF/ MORE: IN HE:IGI-IT ANO ADJAC£NT TO A
PUBUC WALL OR STriEET.
b. ALL S'LOPES ,1 FEET 0/1 ,\,/ORE: IN Hf/GHJ:
Ar<E:AS !JI/AD[O FLATTER THAN 6: 1 WIIE:N ANY OF Tr/£ FOLLOWING CONDITIONS
EX/S'T:
u. NOT SCHFOULEO FOR IMPROVEMENTS(CONSTRUCTION OR GE:NEHAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING,
/J, IOENTIFIUJ BY THE: PARKS AND FiECl?E:A TION DlflECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
HA I/£ 1\NY SPECIAL CONDITION IDENTIFIED EIY Tl-IE: CITY E:NGINE:E:Fi
THAT WA/if/ANTS IMMEDIATE: Tl/EA !MEN!:
HlOROSE:FOFD Al?EA:5 S/1/\LL BC ll?F/IGA TED IN ACCOFWANCE WIT/-/ Tl-IE: FOLLOWING
CR/If(-?/A:
I. ALI.. Sl.0/'ES THAT AF/C Gl?ADE:O 6: 1 OR STE:E:PER AND THAT ARE::
2,
a. 11-11/EE TO EIG/-IT 1-TE:T IN 1-/E:IG/-IT S/-IALL BE: ll?l?IGA TED BY r/AND
WA TEri!NG FROM QU/CI< COUPLE:l?S/1-IOSE: BIBS OR A CONVENTIONAL
5'(.STCM OF LOW PRECIPITATION SPRINl<LEFi /-/£ADS Pl?OV/0/NG /OOY.
COVERAGE.
G(IEA TER THAN 8 FEE:T IN HEIGHT 51-IALL
CON\/E:r/TIONAL SYSTD,I or LOW PIIE:CIPITA TION
PROVIDING 1007. CO\/E:l?AGE.
BE WATERED BY A
SPl?INKLE:l? r/E:AD··
AF/EAS .SLOPFD LESS THAN 6: I SliALL BE /RR/GA TEO AS ' t'ROVE:D BY Tr/E: CITY
ENGINE:ER, Pl?/0/l TO HYDROSEEDING. Tr/E DEVELOPER :'' '"LL SUBMIT A PROPOSED
SC:f/EMC TO PFIOVIDE IRF/IGA TION TO Tl-IE: CITY E:NGINE"". ,. Tl-IE PROPOSAL SHALL BE:
SPE:CIFIC REGAl?DING Tr/E NUMBE:RS, TYPE:S AND 'c,STS OF Tl-IE: E:LEME:NTS OF THE:
THE PflOPOSED SYSTEM.
/l?FIIGA TION SI/ALL MAINTAIN THE: MO/SI' ',<E LEVE:L OF Tl-IE: SOIL AT THE OPTIMUM
LEVEL FOR rHE: GROWT/-1 01° THE 1-/YDP. ,.:iEEOED GF/OWTH.
1-/YOROSFEDING MIX Sr/ALL CONSIST OF Al' UF Tl-IE FOLLOWING:
I. .':.iE[O MIX Sf/Af..L CONSIST OF A'~ LESS THAN:
a. 20 lbs. PER ACRE OF ·,oSE: CLOVE:R
b. 20 lbs, PE:l? ACl?E: ;r ZORl?O FE:SCUE:
c. 3 lbs. PER AC:Rr. OF E: SCr/001. GIA CALtrORNICA
d. 4 lbs, PE:/1 ~ ,RE: OF-ACHILLE:/\ MILLErouA
e .J lbs. PFr: ACRE: OF AL YSSVM (CA/iPET OF SNOW)
/. 1/2 ''. PEF/ ACRE OF DIMOl?PHOLE:CA
g. /fF',.i c,d,2, AND f OF T/-115 SUBSE:CTION MAY BE: OMITTED ON
i,
I
I ,·,;A /JONS WI-IE:RE Tl-IE Al?E:A BE:ING HYDROSE:EOED IS NOT VISIBLE
FF/OM E:ITr/ER A PUBLIC STR£E:T OR FIE:SIDE:NTIAL STRUCTUl?E:S.
i TEM r; OF THIS SUBSECTION MUST 8£ INOCULATE:D W/Trl A
N/TROCE:N FIXING BACTERIA AND i\l'F'LIEO ORY EITHER BY Dl?ILLING
OR BROADCASTING BE:FORE: r/YOROSE:E:DING,
ALL ScED MA II-RIALS SHALL Bf TFIANSPOIITED TO Tl-IE: JOBS/ff IN
/JNOPENE:D CONTAINE:RS WITH THE: CALIFORNIA DE:PARTMENT OF
FOO() ANO A GR/CUL T/JRE: CEl?TIFICA TION TAG A TTACHE:D TO, OR
F'fl/NTED ON SAID CONTAINEIIS.
NON-Pl-l'(TO-TOX/C WE:TTING AGE:NTS MAY BE: ADDED TO Tl-IE
IIYDi/OSEED Sl.U(il?Y AT Tr/E [)/SCl?E:JlON OF Tl-IE CONTRACTOR.
,-.
<(
5'
0 <(
0
O'.
0
l';
<(
(L
?. TYPE '/ MULC/-1 APPLIED AT THE /IA TE OF NO LESS T/-IAN 2000 lbs PE:R ACRE:, 0
' ~'·
Af-?EAS
I
TYPE 6 MULCH (STRAW) MAY BE: SUBSTITUTED, ALL OR PART, FOfl z
1-/YD,/AUUCAU. Y APPLIED FIBEF/ MATERIAL. WHE:N STRAW IS USE:D IT MUST BE: ~
ANC/-/OF/E[) /'O THF SLOPE BY MECr/ANICAU. Y PUNCHING NO LESS THAN 507. OF ""
T/IE STRAW INTO THE: SOIL.
FHITILIZ,R CONSISTING OF AMMONIUM PHOSP/-IATE SULFA TE, 16-20-0, WITH 157.
SULP/-1/JFl APPLIED Ar Ti-IE: !,A ff OF 500 lbs. F'E:R ACRE:,
TO BE HYOROSEEDEO SHALL BE PRE:PAr<E:D PRIOR TO 1-/YDROSETDING BY:
F/OUGHENING TIIE SUr<FACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
0,
b.
C.
TRACK WALKING SLOPES STE:EPER T/-IAN 6: 1
/-/Al/ROWING AFIEAS 6: I OR Fl.A TTEl? Tl-IA T ARE SUFrlC/£/1/TL Y
FRIABLE.
Tl-IA T WILL NOT BREA/\ UP USING ITEMS a OP b
SILT FENCE
GRAVEL BAGS
STORM DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION
ENTRANCE
MATERIAL DELIVERY & STORAGE:
SANITARY WASTE MAW ,cMENT:
HAZARDOUS WA<'_ MANAGEMENT:
SE--6
sc-w
WM-8
WM-5
WM-9
WM-6
,-1-L-.MlOl,-.l.illlL.E.:ii_ ___ _
OTHERWISE SPECIFIED
BY A SOILS E,IGINEER
DOD
3 EA
1 EA
(@=Tl
[WM=}JI
IWM-5I
IWl,1-91
i'!YM=..6.1 -~~--
CRUSHED AGGF,ECATE GREATEf< THAN 3", su·r SwlALLER THAN 6".
FILTER F ABF<IC ;
1l!=r=c=~ =~=':::::c::::1 ~~ \_c---
1 ORIGINAL
GRADE
NOTE: CONSTRUCTION SEDIMENT BARl!IER AND CHANNELIZE
RUNOFF TO SEDIMENT TRAPPING DEVICE.
2
fl/PP/NG AflEAS
ABOVE.
CONDITIONING THE SOILS so T/-IA r Ir IS SUI ,ABLE FOR PLANTING BY:
STABILIZED CONSTRUCTION ENTRANCE (TC-·I)
NOT TO SCALE a. AD.JUSTING THE: SUl?FACE SOIL MOISTURE: TO PROVIDE: A DAMP
8U r NOT SA fURA TE:D SEEO BE:D.
b. [/-IE: ADDITION OF SOIL AME:NDMEN rs, P/-1 AD.JUSTMEN1; LEACHING
COVERING SALINE: SOILS TO PROVIDE:D VIABLE: CONDITIONS FOR
CROWT/-1.
,(0(
HYDl?OSE:EDLD A!IEAS SHAU. BE MAINTAINED TO PROVIDE A VIGOROUS GflOWT/-1 UNTIL Tr/E
Tl-if' PF/OJE:CT IS PEFIMANE:N TL Y LANDSC:AP£0 OF/, FOFI ARE:AS W/-IE:F/E HYDROSEE:DING IS THE
THE PUIMANENT LI\NDSC:APING, UNTIi. Tl-IE: PFIOJECT IS COMPLETE:D AND ALL BONDS
F<FLEASEO.
EXTRA STRENGTH FILTER
__,,,--STEEi_ OF, WOOD POST
/ 36" (lrn) HIGH MAX.
80 120
'
-40'
STEEL OR
WOOD POST
ATTACfl FILTEF, FABRIC
SECURELY TO UPSTREAM
SIDE OF POST--~
-----ll"'T I Ul-
NOTES:
f
-FABRIC ,IEEDEO WITHOUT
WIRE MESH SUPPORT
12" MIN.
(300mm)
POflDING HEIGHT
,; FLOW
~ _.:i:\{/, ~ ·::·::J~B~ --.-..-.. ,
//'x6" (I 00 X 150mm)
TRENCH WITH COMPACTED
BACKFILL
TRENCH DETAIi
NTS
1.-· SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.-INSPECT AND REPAIF, FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSAF!Y. g" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT.
,3.-REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
SILT FENCE
r-:-_ .... +-.... _ .... __ .. + .. _---------~-.:.----1--l--+--,I SH!ET I c1TY oF cAR1sB1-\D f u ENGINEERING DEPARTMENT
~G::;R=AD::;::;U:=lG'.'::::;P::;LAN:::::S:==:F::;O::::R=: ========='--=====;
SHEETS 1h ,)
F'IRST INDUSTRIAL LOT 17
Con,;ultc1nts, Inc.
:;(Jn Dier:io, CJ\ si2·10·1
(619)232-9200 (619)232-9210
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GENERAL NOTES
1 REFERENCED STANDARDS
' ASTM C1372-04e2 STANDARD SPECIFICATION FOR SEGMENTAL
RETAINING WALL UNITS
ASTM C140-07 SAMPLING AND TESTING CONCRETE
MASONRY UNITS
ASTM C'145-85 SOLiO '_OAD BEARING CONCRETE MASONRY
UNITS
ASTM 01557-07 COMPACTION CHARACTERISTICS OF SOIL
USING MODIFIED EFFORT
ASTM, D3034-06 PERFORATED PVC DRAINAGE PIPE
ICC NO ESR 2113 FOR KEYSTONE WALLS
ASTM D2339-98(2004)
ASTM D3498-03
ASTM D572-04
2 MATERIAL DELIVERY, STORAGE, AND HANDLING
CONTRACTOR SHALL CHECK MATERIALS UPON DELIVERY TO
ASSURE THAT PROPER MATERIALS HAVE BEEN RECEIVED AND ARE
NOT DAMAGED CONTRACTOR SHALL PROTECT MATERIALS FROM
DAMAGE DURING STORAGE AND HANDLING AND SHALL PREVENT
CONTACT WITH MUD, WET CONCRETE, CHEMICALS, OR ADHESIVES
DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE
RETAINING WALL STRUCTURE
3 REQUIRED SUBMITTALS
A LIST OF ALL PRODUCTS PROPOSED FOR USE
B PRODUCT SAMPLES
C CURRENT MANUFACTURER'S MATERIAL AND INSTALLATION
SPECIFICATIONS
4 QUALITY CONTROL
COMPACTION TESTING AND OBSERVATION DURING EARTHWORK
OPERATIONS WILL BE PROVIDED BY THE PROJECT GEOTECHNICAL
ENGINEER
MATERIALS
5 MASONRY WALL UNITS
MASONRY WALL UNITS SHALL BE KEYSTONE UNITS STANDARD II UNIT
MEASURING 18"W X 18"D X 8" H WALL UNITS SHALL BE
MANUFACTURED IN ACCORDANCE WITH ASTM C1262-07,
ASTM Cl372-04e2 AND ASTM C140-07 WALL UNIT CONCRETE SHALL
HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND
SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 6 TO 8%
6 CONNECTING PINS
WALL UNIT CONNECTING PINS SHALL BE j" DIAMETER
NON-CORROSIVE FIBERGLASS RODS WITH A MINIMUM FLEXURAL
STRENGTH OF 128,000 PSI SHORT BEAM SHEAR OF 6,400 PSI
7 CAP ADHESIVE
CAP ADHESIVE SHALL BE SRWVOC RETAINING WALL AND PAVER
ADHESIVE OR APPROVED EQUIVALENT CONFORMING TO
ASTM D2339-98(2004), ASTM D572-04 AND ASTM 03498-03
8 LEVELING PAD
LEVELING PAD MATERIAL ',HALL BE¾" MINUS CRUSHED ROCK
SAND EQUIVALENT(~ c )--40
9 UNIT FILL
UNIT DRAINAGE FILL 5HAL_L CONSIST OF CLEAN 1" (25 MM) MINUS
CRUSHED STONE OR CRUSHED GRAVEL MEETING THE FOI_LUWING
GRADATION TEST~D IN ACCORDANCE WITH ASTM 0-422
SIEVE SIZE PERCENT PASSING
1" (25 mrn) 100
¾"(19mm) 75-100
No 4 (4 75 mm) o - 1 o
No 50 (300um) 0 -5
10 REINFORCED BACKFILL
REINFORCED BACKFILL SHALL BE FREE OF DEBRIS AND MEET THE
FOLLOWING GRADATION TESTED IN ACCORDANCE WITH ASTM D-422
SIEVE SIZE PFRCENT PASSING
2 inch (50 mm) mo
3/4-mch ( 19 mm) 100-75
No 40 ( 425 urn) 0-60
No 200 (75 um) 0-35
PI_A3 [IC fY INDEX(PI) <-20 and LIQUID LIMIT <-40 pa ASTIVI D-4318
W)N-ANGULAR PARTICLES UP TO 3" IN SIZE MAY BE ALLOWED FOR
NO MORE THAN 15% OF THE BACKFILL
11 GEOGRID REINFORCEMENT (IF REQUIRED)
GEOGRID SHALi. BE POLYMER COATED WOVlN POLYESTER
FABRICATED FOR EARTH REINFORCEMENT GEOGRID SHALL BE
MIRAFI MIRAGRID 3XT SUBSTITUTE EQUIVALENT GEOGRIDS SHALL
BE APPF,OVED 8Y THE ENGINEER. A HIGHER STRENGTH GEOG RID OF
THE SAME IVIANUf'ACTURER MAY BE SUBSTITUTED WITHOUT
QUESTION
·12 DRAIN PIPE
EXECUTION
14 EXCAVATION
CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN
ON THE CONSTRUCTION DRAWINGS CONTRACTOR SHALL BE
CAREFUL NOT TO DISTURB EMBANKMENT MATERIALS BEYOND
LINES SHOWN
15 FOUNDATION SOIL PREPARATION
EXCAVATED FOUNDATION SHALL BE OB&ERVED AND APPROVED BY
THE SOILS ENGINEER TO CONFIRM THAT THE ACTUAL FOUNDATION SOIL
CONDITIONS ARE CONSISTENT WITH CONDITIONS ASSUMED FOR
DESIGN AND IDENTIFIED IN THE REFERENCED GEOTECI-INIAL REPORTS
UNACCEPTABLE FOUNDATION SOILS SHALL BE REMOVED
AND REPLACED WITH APPROVED COMl0ACTED BACKFILL MATERIAL
FOUNDATION SOIL SHALL BE PROOF ROLLED PRIOR TO FILL AND
GEOGRID PLACEMENT
16 LEVELING PAD INSTALLATION
LEVELING PAD MATERIALS SHALL CONSIST OF WELL GRADED ROCK
(¾" MAX SIZE), 6" MIN THICKNESS ON COMPACTED E~IGINEERED FILL
DIMENSIONS SHOWfl ON CONSTRUCTIO~I DRAWINGS
FINISHED LEVELING PAD SHALL HAVE A SMOOTH LEVEL SURFACE
TO PROVIDE COMPLETE SUPPORT THE FIRST COURSE OF RETAINING
WALL UNITS
17 WALL UNIT INSTALLATION
THE FIRST COURSE OF CONCRETE WALL UNITS SHALL BE CHECKED FOR
LEVELNESS AND ALIGNMENT AND TO ENSURE THAT UNITS ARE IN FULL
CONTACT WITH LEVELING PAD UNITS SHALL BE PLACED SIDE BY SIDE FOR
FULL LENGTH OF WALL ALIGNMENT MAY BE ACCOMPLISHED BY MEANS OF A
STRING LINE OR AN OFFSET FROM BASELINE INSTALL FIBERGLASS
CONNECTING PINS CONTRACTOR MAY STACK KEYSTO~IE UNITS
VERTICALLY IN ROWS BETWEHI GEOG RID LAYERS, BUT NO MORE THAN 3
KEYSTONE UNITS BEFORE FILLING WITH UNIT FILL MATERIAL FILL ALL
VOIDS WITH UNIT FILL MATERIAL SINCE THE UNIT FILL IS A DRAINAGE
MATERIAL AND SELF COMPACTING, NO COMPACTIO~I IS REQUIRED SWEEP
ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT COURSE(S)
ENSURE WALL UNITS OF EACH COURSE ARE COMPLETELY FILLED WITH UNIT
FILL MATERIAL AND THAT THE BACKFILL HAS BEEN PLACED AND
COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE(S) ENSURE THAT
CONNECTING PINS PROTRUDE A MINIMUM OF I" INTO NEXT COURSE TWO
PINS ARE REQUIRED PER UNIT PULL UPPER UNIT FORWARD TOWARD THE
WALL FACE, AGAINST PINS PROTRUDING FROM THE LOWER COURSE TO
ACHIEVE CORRECT UNIT SETBACK SHOW~! ON THE CONSTRUCTION
DRAWINGS WHERE THE WALL CHANGES ELEVATION, UNITS SHALL BE
STEPPED WITH GRADE OR TURNED INTO THE EMBANKMENT WITH A CONVEX
RETURN END fJROVIDE LEVELING PAD FOR UNITS IN AREA OF CONVEX
RETURN END EVERY COURSE OF WALL UNITS SHOULD BE CHECKED FOR
LEVELNESS WITH MINOR SHIMMING DONE EVERY COURSE OF{ TWO, QR AS
NEEDED TO INSURE THAT THE UNITS REMAIN TRUE TO DESIGN BATTEF,
SHIMMING MATERIAL SHOULD BE SOMEWHAT FLEXIBLE, SUCH AS 1/4" NYLON
ROPE, TO COMPRESS SLIGHTLY AND DISTRIBUTE LOAD EVENLY WHILc
AVOIDING HARD MATERIALS WHICH CAN CREATE LOAD CONCENTRATION
POINTS
18 CAP INSTALLATION
CONSTRUCTION ADHESIVE SHALL BE USED TO PROVIDE PERMANENT
CONNECTION OF CAPS TO WALL UNITS APPLY ADHESIVE TO TOP
SURFACE OF LOWER COURSE PRIOR TO PLACING CAP UNIT INTO
POSITION PLACE KEYSTONE CAP UNITS OVER CONNECTING PINS
PROJECTING FROM UNITS BELOW PULL FORWARD TO CORRECT
SETBACK POSITION BACl(FILL AND COM FACT TO FINISH GRADE
19 GEOGRID INSTALLATION (IF REQUIRED)
GEOGRID SHALL BE PLACED AT THE LOCATIONS AND EI_EVATIONS
SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY
THE ENGINEER GEOG RID SHALL BE ORIE~ITED WITH THE HIGH
STRENGTH DIRECTION (ROLL DIRECTION) PERPENDICULAR TO THE
RETAINING WALL ALIGNMENT CORRECT ORIENTATION OF THE
GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR THE GEOGRID
SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND
CONNECTED TO THE CONCRETE WALL UNITS BY HOOKING GEOGRID
OVER CONNECTING PINS GEOGRID SHALL BE PULLED TAUT WITH THE
BACK EDGE ADEQUATELY ANCHORED TO MAINTAIN TAUTNESS DURING
BACKFILL AND COMPACTION FOLLOW MANUFACTURER GUIDELINES
REGARDING OVERLAP REQUIREMENTS GEOGRID SHOULD NOT BE SKEWED
MORE THAN 15 DEGREES UclLESS APPROVED BY THE ENGINEER
20 BACKFILL PLACEMENT
KEYSTONE WALL PLAN
FIRST INDUSTRIAL -LOT 17
WHIPTAIL LOOP DRIVE
CARLSBAD, CALIFORNIA
SCOPE OF WORK
THREE KEYSTONE RETAINING WALLS RETAINING AT CARLSBAD OAKS NORTH -LOT 17, WHIPTAIL LOOP DRIVE, CARLSBAD, CALIFORNIA
WALL NO,
1
2
3
LINEAR FEET SQUARE FEET
146 430
578 3843
140 504
STATEMENT OF SPECIAL INSPECTION (SPECIAi CASES PFR '1704 15 & FSR-21'134 3)
SPECIAL INSPECTION MUST BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1704 5 (IBC AND IRC) AND CBC 2013 AS APPLICABLE THE INSPECTOR'S
RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING
1 THE MODULAR CONCRETE UNIT DIMENSIONS _
2 KEYSTONE UNIT IDENTIFICATION COMPLIANCE WITH ASTM C1372-04E2, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN
SECTION 3 ·I OF ESR-21 '13
3 EXCAVATION FOR FOUNDATION, SUBGRADE CONDITION PRIOR TO LEVELING PAD PLACEMENT
4 FOUNDATION PREPARATION SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS AND COMPACTION FOR SUBGRADE
5 OBSERVE PLACEMENT & SEATING OF GRAVEL LEVELING PAD
6 KEYSTONE UNIT PLACEME,IT, INCLUDING PLACEMENT OF ALIGNMENT PINS (SEE DRAWING, ACTUAL BATTER BY SURVEY OR CIVIL)
7 GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT
8 BACKFILL PLACEMENT AND COMPACTION SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS AND COMPACTION FOR BACKFILL
9 COMPACTION OF BACKFILL TO 90% OF MAXIMUM DRY DENSITY PER ASTM D1S57-07
IO SOIL TYPE TO MEET MINIMUM DESIGN REQUIREMENTS
·11 DRAINAGE PROVISIONS, INCLUDING SUB-DRAIN PLACEMENT
12 SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS
13 PROVIDE REPORT AT THE COMPLETION OF WALL(S)
DESIGN PARAMETERS FOR KEYSTONE WALL DESICel
MINIMUM SOIL PROPERTIES
FOUNLJATION SOIL
,p = 34°
RETAINED SOIL·
,p = 34°
r=l351'CF
REINFORCED SOIL
(j) = 34°
RECOMMENDATIONS
r =135 PCF
c = 0 PSF
SEISMIC DESIGN
c = IJ PSF
r = I 35 Per
c = 0 PSF
PER GEOTECHNIAL REPORT, PGA,.,1 ° 0 434g
DESIGN MINIMUM FACTOKS or SAFETY
STA 11C ANALYSIS: SEISMICANA!.YSIS:
F " LS bcc1rmg F = I 1 pull-ou!
• THE KEYSTONE WALLS SHALL BE CONSTRUCTED WITH FULL SPECIAL INSPECTION ACCORDING TO THE MANUFACTURERS SPECIFICATIONS
AND RECOMMENDED PROCEDURES FOR INSTALLATION OF KEYSTONE BLOCKS, FIBERGLASS PINS, AND GEOGRID REINFORCEMENT
• THE TEMPORARY EXCAVATION BACK-CUT, GRADING, GROUND IMPROVEMENTS, SUB-DRAIN, AND SURFACE DRAINAGE SYSTEM FOR THE
KEYSTONE WALLS SHALL BE PER THE PROJECT SOILS A~ID CIVIL ENGINEER'S RECOMMENDATIONS
• SOILS ENGINEER SHALL REVIEW THE DESIGN PARAMETERS USED HERE"I FOR CONFORMANCE WITH THEIR RECOMMENDATIONS
• GLOBAL STABILITY HAS NOT BEEN ANALYZED BY OUR FIRM IF NECESSARY, GLOBAL STABILITY SHOULD BE PERFORMED BY THE PROJECT
SOILS ENGINEER AS RECOMMENDED IN SECTION 5 2 7 OF THE NCMA MANUAL WALLS SHOULD NOT BE CONSTRUCTED WITHOUT THE
APPROVAL OF THE PROJECT SOILS ENGINEER
• KEYSTONE RETAINING WALL WILL BE CERTIFIED BY EITHER THE ENGINEER OF WORK,GEOTECHNICAL ENGINEER OF RECORD OR THE SPECIAL
INSPECTOR AS BEING CONSTRUCTED PER THE MANUFACTURER'S RECOMMENDATIONS
NOTE
REFERENCFS
KEYSTONE F,ETf\lNING WALL SYSTEMS, INC 2011, KEYSTONE OE':/GN
MANUAL AND KEYWALL OPERATING GUIDE
KEYSTONE RETAINING WALL SYSTEMS, INC, KEYWALL, VERSION 3 7 2
BUILD 10, 2012
NATIONAL CONCRETE MASO~IRY ASSOCIATION, DESIGN MANUAL FOR
SEGMENTAL RETAINING WALLS, SECOND EDITION
2013 CALIFORNIA BUILDING CODE, (CBC 2013)
REC CONSULTANTS, INC, GRADING PLANS FOR FIRST IND•,'i;TRIAL ·· LOT
17, CAD FILE RECEIVED JUNE 14, 2017
GEOCON, INCORPORATED, UPDATE GEOTECHNICAL REPORT,
CARLSBAD OAKS NORTH, BUSINESS PARK-LOT 17, CARLSBNJ,
CALIFOR,IIA, PROJECT NO 06442-32-21, MARCH 25, 2016
ICC
ICC ESR-2I13 REPORT FOR KEYSTONE RETAlellNG WALL SYSTEMS,
REISSUED AUGUST I, 2015
REFER TO GRADING PLANS PREPARED BY THE REC CONSULTANTS INC FOR
FINISHED Gl,ADE ELEVATIONS AND WALL LOCATION THE WALL BOTTOM
ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS EMBEDMENT
REQUIRED FOR THE WALL ANY DISCREPANCY IN WALL ELEVATIONS SHOULD
BE BROUGHT TO OUR ATTENTION
DRAWING INDEX
SHEET DESCRIPTION
7 KEYSTONE WALL NOTES
8 KEY MAP
9 KEYSTONE SECTIONS
10 KEYSTONE DETAILS
1 -1 KEYSTONE WALL 1 PROFILE
'12 -15 KEYSTONE WALL 2 PROFILE
'15 KEYSTONE WALL 3 PROFILE
"DECLARATION OF RESPONSIBLE CHARGE"
I HEF:EBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT !
r/AVE EXERCISED RESPONSIBLE CHARGE OVER )HE DESIGN OF THE PRO,J[CT :;s· IJEFINED
IN SECTION 61/0.3 OF THE BUSINESS ANO PROFESSIONS CODE, ANO Tl·IA T THf 0['.;'/GN IS
CONS/SIENT WITH CURRENT STANDARDS.
! UNDERSTAND THAT THE CHECK or PROJECT DRAWINGS ANO SPEC/FJCA r10N'5 BY 7H[
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILI f/ES FOR PROJECT DESIGN.
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PRIVATE ENGINEER'S NOTICE TO CONTRACTOR1S
'
FIRM. SERVIN ENGINEER/NC
~~/
FE"S.Sf01 ~ <1' \ BACKFILL MATERIAL SHALL BE PLACED IN 8" -'12" LIFTS FOR NON SELECT ADDRESS. 2647 GATEWAY ROAD SUITE 105-500 S 5%:: ,:! Q \
MATERIAL AND UP TO 24" LIFTS FOR SELECT MATERIAL, AS COORDINATED THE CONTRACTOR IS REQUIRED TO TAKE ALL R~'RECAUTIONARY MEASURES TO PROTECT THE UTILITIES 0~1 SITE, AND ANY OTHER LINES OR CITY, :c;{Aff· CARLSBAD CALIFORNIA 92009 ,1. Q 1 WITH THE GEOTECHNICAL ENGINEER AND COMPACTED TO STRUCTURES NOT SHOWN ON THESE PLANS, A, D IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR No 33538 /
MINIMUM 90% OF MAXIMUM DRY DENSITY DETERMINED PER STRUCTURES : 1ELff'r/ON[. (760) 931--'I 792 -xp 6_30_201 8 cu _ ~
ASTM Dl557-07 MOISTURE CONTENT OF BACKFILL SHOULD BE AT OR I BY. NICK SERVIN DA TE·B/3/20/ 7 ~ Cf)
SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT O~ILY HAND-OPERATED CONSTRUCTION CO~ITRACTOR AGREES THAT lfjj ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION (NAME OF ENGINEER) ·--£VIL I (f'i\,
COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 3' OF THE FACE CONTRACTOF{ WILL BE REQUIRED TO ASSUME $OLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF R CE N0.,_::3.c:,35=:3=:8:___ ________ ~ , ._,!J_F C ) _l ,,
OF THE RETAINING WALL UNITS AND A,IY NUCLEAR COMPACTION TESTING CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY R[G/STRA )ION [XPIRA T/ON DA TE: 6/30/2018 •1 2? /
SHALL NOT BE PERFORMED WITHIN THIS ZONE WHERE INCONSISTENT CONTINUOUSLY AND NOT BE LIMITED TO NOR'A'.'L WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DE.FE, N,D, ,-_
RESULTS WILL OCCUR BACKFII_L SHALL BE PLACED FROM THE INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION vV,T,I THc , (./
WALL REARWARD INTO THE EMBANKMENT TO ENSURE THAT THE PERFORMANCE OF WORK ON THIS PROJECT [ j .-',
GEOGRID REMAINS TAUT. BACKFILL SHALL BE LEVEL SUCH THAT ANY ! ,j ? ,
SHALLOW DEPRESSIONS AND HUMPS DO ~,OT EXCEED 6" IN DEPTH OR THE CONTRACTOR SHALL BE RESPONSIBLE TO !fEPORT DISCREPANCIES IN PLA,IS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN j : ,.,
HEIGHT BACKFILL SHALL BE PLACED, SPREAD A,ID COMPACTED IN SUCH A ENGINEER FOR RESOLUTION PRIOR TO CONST~UCTION, AND SHALL BE RESPONSIBLE FOR DISCREPAflCIES NOT SO REPORTED AND RESOLVED iii ~:)2\.)/
MANNER TO MINIMIZE THE DE\/ELOPME~IT Of SLACK ot, LOSS OF _ ,
PRE-TENSION OF THE GEOGRID TRACKED CONSTRUCTION EQUIPMENT _, _
,---,----,--------------,---r--,---,--r:::==--=====------=---======::::::::::==:::=;-;-:;;:::=;::;-;;=;i '7\ /] • , DRAIN filf'E '..,HALL BE 4" PERF SDR 35 PVC OR TP.IPLE WALL OR ~~~~LMNP';_~~:D0 ;;~~;1~~ ~~~i;J~~s0~/;;!.~;~~g~i'~E; r~~~~~~ -+--•---,---+-----+----, ~ c.:; IT y-i't· c·A}(LS BAI) SHEET:':"! ! ~r. '
':/', I I EQUAL DRP)N INSERTED INTO FILTERSOCK, ENCASE:O IN 1" MINUS OPERATION OF TRACKED VEHICLES OVER THE GEOGRID TURNING OF ----1----1----------------------+ I----1---t----t-----j 15 : I _1
1--ENGi'\'~ ---,:1'K_, 01::[--',~RTMENT I ~ CRUSHED f\0CK LOCATE DRAINS AS LOW AS POS~IBLE AND TRACKED VEHICLES SHALL BE KEPT TOP, MINIMUM TO PREVENT TRACKS , _ _ _ I ,J__
clTHEF, DAYLJUHT OR CONNECT TO SITE STORM DRAIN SYSTEM FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID RUBBER-TIRED ~======t=====!========•===========================~--Tl--_-_-_-_-_-_-4-__ -_--__-_-_-t-1--_-_-_-_-_-,-+,-_-_-_-_-,-" 'KEYSTONE ,', [)SM' 'Ii "''A W! li'OR: . " _j ' .Jl .. ::: EOUIPME'H MAY PASS OVER GEOGRID REINFORCEMENT I\T SLOW SPEEDS, , "' ,.;..,
\;; 13 FILTER FABFilC LESS THL•N 10 MPH AVOID SUDDEN BRAKING AND SHARP TURNING I : FIRST Il\T'_ '.'J'RIAL -LO'f 17 ! j ~;
]!: FOR WALLS DESIGNED WITH 3TANDARDII UNITS.A MINIMUM40 I 't' -, s BUILT" /2 DESIGN coNSULTANTls fS sERvIN ENGINEERING 1-------+---+--------'--------~~-----+--· ---+--------+~-----1 : J
, OUNCE FILTER FABRIC GEOTEXTILE SEPARATOR (MIRAFI 140NC OR / A ,I I ,:, ~1sOfs Si~,t,-1( 2G47 Guleway Road, Stute 105-500 -----+---t----l ;=::====cc::;;"c)~::::.-::Y:];\' . WAfL NOT~S __ ! jg)
f 1
, EQUIVALENT S'7ALL BE USED TO CONT Al~, THE DRAINAGE FILL WITHIN /// _,// '-"'' ,r,4,,,-,_ 'Q/'1 I? HILLSIDE RETAINING \J\JALIIS ;if';~,::,+ s.,,9"' \ Carlsbad, Cal,Forrua, 92009 >--~ --·l------,-----~--------------i-----,,--,-c--,,-, APPROVED: /1-:: // 11 I LJ -----JASON /~/:,~1,,/~}:I~' !, l ..z
.,j-'I :,•.. TFH1REsTKEF6:~~~7E~N~~ ~~~o:~~f~~cF~t~E1~~~iN sT~;~~1~~c~~sL v RCS Z1S33~ . "'if'. ~/'J/,:;/~o"oATU & ENGINEERING i,. "' , -t-"' OFFICE (76oi 931-n92 •Ax (760193·1-·1s92 V~~.N/ -/_!-~ <N r z_~-. \,1·,,
"' ~ Ex~06~t~lt18 m !-----l----+/2,~,,-\-A""s---,-,1;1-u,-1.-.--p-_,,.p,-,;.,~~~~~~~~~~~~~~-~~~~~1'---+'----+=-,ccci--.--c-=--l CITY ENGINE[!( RU_ }I'.! EXPIRES ~/30/18 OA[F j METHOD SHAI_L NOT BE USED WITH WALLS DESIGN WITH COMPAC II 5256 S M1ss1on Road #703 ,: k * PREPAHED UNDEI< THF SUPERVISION OF I,., 1_ 1 •"" ~ fD'''"''f:t v-_ --i , UNITS ONLY ~iv~!,~}~¢~~ .:;,:::;;:~:;'::0~:~:~;;~~:~~~;~J~~~~~~~f:~,:G~~~';,~:'.'.~n~~;;'~"' ~➔,'~ ~IV~~cl<o~~ ~~~ 06130118 1~/c!fr~ :::-::i~-~-K,_.u./1\,,_, ___,_A"cD"D":"'D"-E-':~l:cc~ce;ce·~=-l'-D_E_S_C_R_IP_T_I_O_N _____ f-oD"T:c:1:=:-A-iPf-P1"';o=r~c-:-:-~--t'-':~":~':::;ay::-E'-';-tp-:::---'cNocc1:c:-1:-:-~-i ~~-~-~-g-B~i-~-.-+'-·j.=Gc~~,-/~ [ ,t~~J;~~ri4 ~,R;;lrlG3!;J ~ .l.,+--~----------------lJl~L~~-2~:::J.:======f,: :1..._:::::..---1~~~~...:::.:~~1..............::.:=:.:...=~=--~:::=..L:::.:.:.:.:::.::~~~~;;;;;;;;;;;;;;;~~;;.;;;;;;;;;;.;~ I I ·, ,1 .. ,
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40 20 40 80 120
SCALE. 1" ~ 40'
CONSTRUCTION NOTES
1 GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOF\ REFERENCE ONLY
PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION
2 GENERAL CONTRACTOR/DEVEcOPER AND HILLSIDE RETAINING WALLS SHALL COORDINATE
THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED
ZONE HILLSIDE AND SERVIN ENGINEERING BE CONSULTED PRIOR TO ANY
EXCAVATION WITHIN THE REINFORCED ZONE ALL EFFORTS SHALi. BE MADE TO
COORDINATE !N5TALLATION OF 5UBTERRANEAN FEATURES DURl~IG WALL CONSTRUCTION
3 DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GFADE SHALL BE
GRADED TO DRAIN AWAY FROM THE KEYSTONE FETAINING WALL UNTIL FINAL DRAINAGE
SYSTEM IS COMPLETE NO STAl,DING WATER SHALL BE ALLOWED TO POND ABOVE THE
KEYSTONE RETAINING WALL
BV\ L 7•J)
DESIGN CONSULTAN-nS
HILLSIDE RETAINING WALUS
& ENGINEERING
5256 S Mission Road #703
Bonsall, Cal1forn1a, 92026
OFFICE (760) 451-8600
These e11g,r1aer,r,g p!<1ns wera d.is.'.,ne□ for ccnstrud1on Cf lid's.de Raa,nw.g V/flls ,;nd ,n,iy
nol be use□ by ~ny otner ccr,tractcr w11~0,11 wwen porm,ssu, by H,!lsiLla H~tair1;11g Wai's
'
LEGEND
SYMBOL DESCRIPTION
VVALL NUIVlBER
SHEET NUMBER
.. ,_ ,----,--
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=====================================================~~1=====1-::::c=1=T=y=-==o=J=i_,==c=; 1=_._\=R=,L-=0=, _=s=A=,D==~s=·1-=1E=E r='.,::;1 ~\ , 15 _J II_
___ _ _ E~IC31NEEfsl~ICi DEPAFT[IJIE'i',JT (L /
t------+----+--------------+-----+----+-----j---J KEYSTOC'!E & DSM WALL PLANS FOR -!,
~\ -...., \ FIRST IND1JSTRIAL -LOT 1? $~ I
2647 Gateway Road. Sutle I 05-500 -____ ,, ____ , ___ ·r----1 ----~---------,,---.,----------.~----------., KEYMAP ______ ..... ______ ~ CJ/
Carlsbad, Cal1forn1a. 92009 AF'PROI/ED. /, 1/). __ J JASO~I s. GELCE'<T. [ I LZ
SERVIN ENGINEERING
OFFICE (760) 831-1792 FAX (760) 931-1892 t /4 /J. ,.I j t I I---+---,;;_,\ ,,_.;• ---·--· --------4""-Jf-"toJ· ii z\
PREPAREDUNOERTHESUPERVISIONOF ----t''">'~r~/"::\S'::-::··fil/Jl:f fl./\~tl _______ --t------+---t-~ =+-c~-1 CllY ENGINEER/ RCE 639'12 EXPIRE'~ _9/30/18 DATE _ ~; \, /4 / c _J_. ADDED SHEET }0 ';1.''i(..I. ,..,C-~-./ / I I l""·KJ"--'t"--'--"-;,.-+"'--"0'-+'-~-"-==""'----==-"--------------+--l----l=::o~"-'---'.jr_.,-;,___::_'--1 DWN BY· ,JGH .. -PROJECT NO. DRAWING NO. ~-, ,,.,,.,,..,,,,,~..,, /Ji/I i,-, oArr INI1IAL DATE INI nAL □A1E 1N111AL cHKD BY: .Jc_ w/
NICK SERVIN PE • DATE-ENGINEER OF WORK REVISIO\I DESCRIPTIO\I OTHER APPROVAL ____ c:'1rY-APPROVAL RVWD BY: ¥= '.'oDF'1 f) .. ·04 497-3A <Y
RC E No 33538 EXP 06/30/18 en 1 ;z;,, ., ,.,,.., _ T
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TW 475 67--~
Keystone Cap Unit ..____ \
Cap Unit Secured with
Kapseal Adhesive or equal
Unit Drainage Fill Extends to Filter Fabric
Behind Block For Entire Length & Height
of Wall (3/4" Crushed Rock or Stone)
See Drainage Detail C
FG 472 91__--
----~-·1-· -
PARKING LOT
¾" Compacted Crushed
Stone Leveling Pad
6" Minimum Thickness
Cornpacl to 90% Mm.
per ASTM D1557-07
_.--i--t-Drainage Ditch
Reinforced Soil
tl) ----' J4°
T -135 pcf
Mlfagnd 3XT 4 5' Leflgth
4 0 oz Filter Fabric
.~4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO FILTER
SOCK, ENCASED IN j" CRUSHED ROCK BEHIND BLOCK LOCATE
DRAINS AS LOW AS POSSIBLE BUT OUTLET PIPES MUST BE ALLOWED
TO DAYUGHT UNLESS CONNECTING TO A STORM DRAIN SYSTEM
TW48200--..__
TW 478.33-~_
FG 472 33...----------~. ::
PARKING LOT =======-=-J
sw 471.00---~
¾" Compacted Crushecl
Stone Leveling Pad
6" Minimum Thickness
FG 478.00
l~
M1ragnd 3XT 5 O' Length
M1ragnd 3XT 5 O' Length
.. _ _,_,._;o_,._,M_,..,/
M11agnd 3XT 6 5' Length
Remi'orced Soil
CjJ = 340
y ~ l35 pcf
·-·-·-·-·-.. -·-·-·-' M1ragnd 3XT 6 5' Lengtti i'
,,-,---------c=:-:-c-:~ ' Compact to 901;~1 tvlin
per ASTM D\557-07
M1ragr1d 3XT 6.5' Length
'
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SECTION B-B WALL 2 @STA 11+74.75 & WALL 3 @STA 10+45.75 (7-ypical Grid Reinforced Section)
I
SECTION A-A WALL 1 @STA 11 +35.00 (Typical Grid Reinforced Section)
Standard II Units -Front Pins (See Page 12 & 15)
SCALE 1 "=2'
Standard II Units -Front Pins (See Page 11)
SCALE 1 "=2'
,------------------,
-'\ ~o. •l ;·-. I ~ •. ~ i
j (''fl
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r---r--r-----~.1; ~----r--i---r-r----r-::====;---;:::::;:c:;::;1'I:;::;' y=-=c==) F==7 =c==" _A==R==L==Js==. B==A==D;::::::;-;=-=sH=-=EE;::::Ts;:::;--._ -i ~\
1----+---+-------+_,,~----+---+---+----.---------< ~ 15 l :'1 ;\ L.'=_j E'IGINEEPING DEPARTlvlE!,T j '-'-
f----+------t---------~·+!-~--'--------+---+--+---+-----1 ~K=E=Y=,,=To=N:.'E=, =&=r=is=M=w=A=L-=L=P=L=A=N=s=F=o=R=-, ====::'.._~=::-:.:::::;. 7 j /
j, , i 11 <j I ,. ' i 1-, '',L\S BU!L1" i FIRST INDTJSTRIAL -LOT I 7 I:<,
/, DESIGN CONSULTANTS 01',0fESS10,, SERVIN EN(31NEERING ,1 ;?; 11 ./ I L , / ~' S ''4/ I KEYSTONE SECTION;, i /F#i,0 , ,,,,.,,(?1,,,~u-,,.--~ .t/JJ t; / "? J:v ,v't-S(~,,>~t: :::647 Uatewa) l\1"''1,J Suite I 05~500 ; 1 1 1 ~· (} .i
r-7iJ ,. J ••• J. ' · HILLSIDE RETAINING \/VALLS /j "' ~ %, Carlsbad, California, 92oo 9 • : APPROVED. / / JI df_j_J J ,JASON S 'J".Lc'I_RT ,l 4 1
RCf. 3.11 ... ,2<2.. !JX/>, kt~ l)A"i• & ENGINEERING cl No.33538 Hi OFFICE (760)931-1792FAX (760)93'1-·1892t-----t----------t-,,.---~----~..,....i-' -;----,-'--+'---+---+---+----+----i f✓/4;,h!I Qp/A7/' .lP~½i.Jr ~
.,-, -5256 S M1ss1on Road 1/703 ac Exp 5-3o-2orn ;o /'I) J5 ,. f1Ht! T f' /,A>J i : i , C-T-IY_E_N-GI-N-EE-ri7="""''""Rc._.,'E 63912 EXPIRES 9 /30 /18 I DA fE _I Z\ ,'R~\rl ~{@:~ p ~ D' I 1/2' ! ;{ k * PREPARED UNDER iHF. SUPERVISIOM OF /, / I ( I ,r'(' I
L ,, ,. -r _ ,/'·( n_ ,..,__ __ <'·/ 1 ,i"'II OFFICE (760J 451-esoo -1;,,s--0F~c"<,,<·o1• , -"'-.-'-""'~=~· ,,~ _ l"R!.IH DATE INITIAL ', DATE 1N1 nAL DATE INITIAL CHKD BY· r ✓ \~ [, J # Bonsall, Cal1forn1a, 92026 °;,, CIVIL ;! .,/ ./ / 1 __ 1 f-'10~.'!-r.""/=;-~• +u/'/.,,.<:=-+-'"/~!~~A=D=D=E=D_S=H=E=E=T~-~~--•----+----·-+-------t~I0~1/._1.-.~i/~1'1+-¥~C'--!-OWN BY: ,IGH ~-PROJECT NO DRAWING NOillFI-W~ 1)
1/1-.,,s,·,~.",,.,.,._ "·"· L L/ '.u!:,/ ·.:i~_,, r--i~ frc;;s"""-:l"'"""n~pldn3werelles,gn,alJforcor1slrud1cnbyH,IIS1ci;,Re~dln,r.gW~l!s~ndrn3y r,i,S• ,....NRICC"KESNEoRV313N-y--38EE'P 0"'/30118 -, DATE ENGINEER OF WORK REVISION DES,._cR_._,lPTION' CITY APPROVAL RVWD BY:-¥-~-SDP16·--04 497-3A
,. ~ J ~ T', w:J'ti"'J1:f 11ct bo u,~,:; by ,iny ott1or ccntr~ctorw,1nout wr,llan p~rr.11s~1on bf !-!<llsl<!<l R~1~,r,1r1g ',Y,,i[·, ::, A v .. ...,,,_..,.,,.....),..,;...,_,_ ____ J;O:TH:E:R ,::A:PP=R~OY::A:LJ.~~=::.::,,L!;;;;;;;;;;;;;;~~~~ ~--------------------------------~--· ____________ .....,....;_...,.. ___________ ...., ___ i..., _______________ .... ________ ...., __ ...,....,..,;,;;.,,;;...,,....,;...,;..., ___ .,.. _________ . -:.ti'~ ~~t::S';;:;'C:• '"i/:\lt"'/5':l""':":'fZ:"">'•ltfr··'".,.........e:ttr'?MitJ
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Note:
1. Check with manufacturer specif1cat1ons
on correct direction of onentation for
geogrid to obtain proper strength
2 Dnll,ng add1t1onal pin holes into Keystone
units may be necessary align them
THE UPPER MOST GRID
REINFORCEMENT MAY BE CUT
THROUGH DURING DITCH
EXCAVATION
Brow Ditch Section
NO SCALE
Geogrid Installation on Curves
NO SCALE
'< CiJrJ •Jp1t ~lcc11at1on ~-----"·----
3-Plane Splii
Cap Unit Oot1on
*D1mrn1s,c<1s &
Availability 1J\,';II Vact by
2eg1on
m·~_:I!
tt++H-++IHt O tttttttttttt ¥,,
---~ tt++tt++tt++ Ji
• !
Geoy,.~ ,, to co Pldc&c! on Le·,el
clcsc~t,.I ~, ,d c~1~nd.ad o-,a, u-,a
f1berg1~~, P1.~, F'ial.C9 Ne,;t Unit-
Pu I (;r,,o fought Jnd 8ackf1!1
:,•~c-, ;i, requ·r2d
Grid & Pin Connect1on
Block Types
NO SCALE
Standard II Elevation
Standard 11 Plan
Standmd II Urnt
"'D11.,,m-;,ons M3y v~ry
oy Reg,an
'NOTE SUBDRAIN OUTLET ELEVATIONS AND LOCATIONS SHOULD BE
VERIFIED BY AND COORDINATED WITH THE PROJECT'S CIVIL AND SOILS
ENGINEERS ANY STORM DRAIN SYSTEMS AND/OR TIE-IN LOCATIONS NEED
TO BE DISCUSSED WITH HILLSIDE BEFORE WALL CONSTRUCTION
CONNECTION TO BE PERFORMED BY OTHERS
HILLSIDE RETAINING WALLS IS NOT RESPONSIBLE FOR ANY
DISCREPANCIES BETWEEN THE GRADING PLAN, FIELD CONDITIONS AND
THESE SEGMENTAL RETAINING WALL PLANS ANY DISCREPANCIES SHOULD
BE BROUGHT TO HILLSIDE'S ATTENTION AS SOON AS POSSIBLE SO THAT A
RESOLUTION CAN BE FOUND ENGINEERING AND/OR CONSTRUCTION
FEES MAY APPLY TO CHANGES DUE TO THESE DISCREPANCIES.
DRAINAGE & UTILITIES IN THE GRID ZONE
SOME UTILITY LATERALS AND DRAINAGE PIPES ARE ALLOWED IN THE GRID ZONE BUT
MUST BE COORDINATED AND INSTALLED DURING CONSTRUCTION OF THE RETAINING
WALLS. IF GEOGRID IS ENCOUNTERED DURING ANY EXCAVATIONS, EXCAVATION MUST
STOP IMMEDIATELY AND THE CONTRACTOR MUST BE CONSUL TED TO MITIGATE AND/OR
REPAIR ANY DAMAGE.
Plflce Post 1n Center of -+-I-
Standard Urn! Void I
Steel Fence or Ra1lmg --
. __.._ Keystone 4"
Cap Unit
Seam to be cut in geogrid at
center of pipe. Geognd can
either be cut around or bent
up and placed around pipe.
r,_;"!ogrid Soil Reinforcement
Fence Plan
Detail Fence Sect1onDeta1I
Keystone
Standard
Unit
Detail B -Fence Section & Plan -Post in Tail of Unit
SCALE 1" = 2'
Placing .Geogrid Arounci Pipe
NO SCALE
"AS B\J IL.Tl)
A,,._.,/.,,,/~ If)? J 1
c RC1/;S"J8 _ 'f.)(P, iP~/_2,:, _ . PAi!i
~~&~{/JrAYfi~ gq/(1
INSf'i:oroR ' DKn:
DESIGN CONSULTANTS
HILLSIDE RETAINING WALLS
& ENGINEERING
5256 S M1ss1on Road #703
Bonsall, Cal1forn1a, 92026
OFFICE (760) 451~8600
rt1eoe a1:g1nre~nr,g plons wara des1gr.ed for construcl:On by H1ds1a,a Retaining \t/alla ar.d may
not bo used Oy any other ccnlrac!or w.inoul wnllren pe,m,oo,on by H1lls1de l1elo.n1ng \11/dlb
L
Excavation
L1m1ts
--U111t Face
Standard Unit ----1
6" Crushed Rock
Leveling Pad
Standard II Unit/Base Pad Isometric Section View
* Dimensions & Weight May Vary by Reg1an
I
·;rt r rr.--c--r-o-.._,..-~,,_.,--r-,r,r-r-I)'fG't/!.'.;
',;£/~;~ ~c-c--c--.-r-r"-r-ro-"--r-~cnl=•'
' ', Ti"'l1l='
-~gu~ ' --~ ' I
6" Crushed Rock "8" or 16"
Leveling Pad (1" Minus) Step
Note:
Elevation
NO SCALE
1 The leveling pad 1s to be constructed of
crushed stone
/
Locator Lug for
Alignment
Front Face
--I ' -I . -
f ---r I
24"
Section
Leveling Pad Detail
NO SCALE
Grid Deflection Under Footing or Other Obstruction
NO SCALE
=,;--~-~-~~~'~==~~~=i'~=~=~=yf~r'il
Reu, o,cd ,;011)
--,_.,, '1 \"'~'?~ ~~/. . . '
Typical Planting Limits Section
r·'.,-,.
--,_ / . '
Geogrid Around Pipe Lateral
NO SCALE
~ CITY 01'' CARLSBAD fsfi~
l------+----+---------------------r------11----t----+-----< ~ ENG'flcEF{l~IG DEPARTl\1Jfcf,JT ~ :::==::::'...'.::===============; KEYC:".'ONE & DSM WALL PLANS FOR:
SERVIN ENGINEERING LOT 1?
l----t---1-------------------+--~-+----+----+----l
2647 GatewaJ' Road, Suite 103-500 _ KEY2J'f'.lNE DETA!L,,;) J-----+---t--------------------+----+--~--lc-'---+----1 c======7~=;,;:=ccc-==============;
Carlsbad, Cal1rorn1a. 92009 _J-----+---1--------------------+----+-,.,._t----+----1 APPROVED-,7 / 7J;;~ JASON S/Gcl nER'.
oFF1cE (760) 931,1792 F11x (7601931-1892 {/-4i__J,µn,i.,. 1,o_1,,,J/2co(L
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OFFICE (760) 451-8600
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Exp 6-30-20'1
SERVIN ENGINEERING
2647 Gakwa; R0:1J, Suite 105-500
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& ENGINEERING ::a No.33538 m I m "' Exp 6-30-2018 "' 5256 S MIssIon Road #703 * * Bonsall, California, 92026 u<_,,, CIVIL i/Y
OFFICE (760) 451-8600 -r;, o'f' "OF C~\.~ Tfl;,s~ ..rig rie0r.ng pldris were des,;;ned for cor,strw,!1on by fl.lis1de Het.:,,rn~g !N;lls .:,nd may
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' APPROVED: !,ifl~ OFFICE (760) 931-1792 FAX (760) 931-1892 .
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PREPARED UNDER THE SUPERVISION OF h\ A..s_:• B!!I 1,,-f!i,J\t-1 CITY ENGINEER/ ric --------
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DATE lfJITIAL DATE
DWN BY: _.K,L-i_ -i DATE INITIAL INITl~L CHKD BY:...%.L_ I NICK SERVIN PE DATE EMGINEER OF WORK REVISION DESCRIPTION OIHER APPRDYAL CITY APPROVAL RVWD BY: -¥--f,: I
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PLANVIEW PROVIDED 1!\S A COURTESY BY REC CONSULTANTS, INC. TO SHOW WALL
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KEYSTONE & DSM WALL PLANS FOR: ~
F'IRST IND U'.STRIAL LOT 1 7 ~\\ DESIGN CONSULTANTS SERVIN ENGINEERING > 1 s s.,,? 2647 Gateway Road. Suite 105-500 KEYSTONE WALL 2 & 3 PROFILE (,'.) ;
HILLSIDE RETAINING WALLS '!-Carlsbad, California, 92009 APPROVED: Y}'Jf.~-· -JASON S~ GELDERT ~/ OFFICE (760) 931-1792 FAX (760) 931-1892 , I ,4 & ENGINEERING No 33538 t---+----+-,,----,---------------t---t-----t---------t----i .......,, -" /Ol,:J/2.oi'l -<z plan Legend: 5256 S M1ss1on Road #703 ,p 5•30-ZO'l8 PREPARED~N ER THE SUPERVISION OF '/J, ,j.<; -81JJJ,r f.l,,,c\,.r,N ________ -----j-------j----+~=-+----l ~C=IT:::Y=E::;N=G=IN=EE=P7:;:;;;-;:;R~C~E~6~3~9~1 ;2:~E=X-P~IR~E~'i~9~~3~0~;1;::s=· ='=DA=T=E= -_,, \
Standard Unit II: ~ Bonsall, Cahfornta, 92026 _ CIVIL ' # . I ADDED SHEET IO 2!! I'll -~ ~OWN BY: JGH PROJECT NO. DRAWING ~10. ~ / , I'" i, OFFICE (760)451 8600 'r~~ ~ N/t IJ.rF-=o~AT=E'-+""'1f""J1T=-1A,,.L-+-'=~==~==-----------t-=-oA-=T=-E--t--1N--1T=--1A-L--+-~D-AT=-E'-'--'i=-1~N1~Tl~AL--; CHKD BY· ,c ;
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