HomeMy WebLinkAboutDWG 421-8A; PD 04-14; MIER RESIDENCE; 01-03GRADING NOTES
(IN ADDITION TO TH£ R£QU,R£M£NTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL
COD£.)
1. THIS PLAN SUPl':RS£D£S ALL OTH£R PLANS PR£VIOUSL Y APPRO\lfD BY TH£ CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAl\lf ANY PORTION OF THI':
CARLSBAD MUNICIPAL CODI:, Rl:SOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS
OR OTH£R ADDITTONAL DOCUMENTS LISTED Hl:R[ON AS THEY MAY P/:RTAIN TO THIS
PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS v.HEN
NON-CONFORMANCE: IS DISCO\lfRED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE: THE DEVf:LOPER OR l':NGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCO\lfRED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl. Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4, A RIGHT-OF-WAY P£RMIT FROM THE CITY ENG/NfER WILL BE REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PE:RMIT ISSUANCE, CERT/FICA TE OF
INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED
ON THE PERMITTfE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A
RATING OF •A" AND A SIZE CATEGORY OF CLASS VAS ESTAnLISH£0 BY "BESTS" KEY
RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING
WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE: DEPARTMENT.
6, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE: BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENC/1:S.
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
B£E'N 08TA/N£D AND A VALID GRADING PERMIT HAS BEEN ISSUED.
B. NO REVISIONS WILL BE MADE TO THESI': PLANS WITHOUT THE WR/TTE'N APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE R[VISION BLOCK, APPROPRIATE SHffT OF THE
PLANS AND THE T/Tl.E' SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROP[RTY OF THI: CITY UPON BEING SIGNED
BY THE CITY [NG/NEER.
10, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-8UIL T CONDITIONS BY
THE ENG/NffR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY \lfHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY E'ASEME'NTS, A SO/LS RE'PORT COMPRISED OF: (A)
SUMMARY SHEET, (B) LA80RA TORY WORK SHEETS AND (C) COMPACTION CUR\lfS, SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE' STA TE OF CALIFORNIA,
PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS MECHANICS. THE SOILS
R£PORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING
DAYS OF THE COMPL£TION OF FIELD TESTS.
IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTI.INED IN THI: SOILS REPORT IS REQUIRED PRIOR
TO THE ISSUANCE: OF A BUILDING PERMIT. ALL CON TROLLED GR AD/NG SHALL BE DONE
UNDER THE DIREC110N OF A PROFESSIONAL ENGINE£R OF THE STA TE OF CALIFORNIA
PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIEO SOILS MECHANICS. ALL FILL OR
FUTURE FILL AR£AS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
CARLSBAD STANDARD SPECIF/CA 110NS ANO TH£ "[ARTHWORK SPE'CIFICA 110NS" ATTACHf:O
TO THE PRf:LIMINARY SOILS INVES11GATION. DAILY FIELD COMPACTION REPORTS WILL BE
SU8MITTE'D TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION ME£11NG SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL R£PR£SENTA Tl\lfS R£SPONSIBLE
FOR CONSTRUCTION, INSPECTION, SUP[RVISION, TE'STING AND ALL OTHER ASP£CTS OF
THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH 11i£ PERMIT
CLERK (4.!8-1161 ext.4323) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING
CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE
GRADING PERMIT WILL 8[ PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRE'CONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (619)
4J8-J891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY
BEFORE THE INSPECTION IS NEEDED. INSPE'CTIONS WILL BE MADE THE NEXT WORK OA Y
UNL[SS YOU REQUEST OTHERWISE. REQU£STS MADE AFTER 2: 00 P.M. WILL BE
SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE' OWNER AND/OR APPLICANT THROUGH THE DEVE:LOP£R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 01:VICES, INCLUDING SHORING,
ANO SHALL BE SOLELY RESPONSIBL[ FOR CONFORMING TO ALL LOCAL, STA TE AND
FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LA80R COD[ SEC110N 6705 BY SUBMITTING A
DETAIL PLAN TO TH[ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN
OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD£ OF WORKER
PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH
TRENCH OR TR NCHES OR DURING THE PIPE INSTALLATION TH[REIN. THIS PLAN MUST BE
PREPAR[D FOR ALL TRENCHES FIVE FEE'T (5') OR MORE IN DEPTH AND APPROVED BY
THE CITY ENGINEER AND/OR CONC£RN£D AGENCY PRIOR TO EXCAVATION. IF THE PLAN
VARIES fRQM THE SHORING SXSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION
SAFEIT QRDFRS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE
PREPARED BY A R£GISTERED fNGINE£R AT THf CONTRACTORS EXPfNS£ A COPY OF
THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO 8LASTING SHALL 8£ PERFORMED UN11L A VALID BLASTING PERMIT HAS BEf:N
OBTAINED FROM THE: CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASTING PERMIT
WELL IN AD VANCE OF THE SCHEDULING OF BLAS11NG OPERATIONS.
19. IF ANY ARCHA£QLOQ/CAL Rl;:SOl/RCE'S ARE DISCOVERED ttl1HIN ANY WORK d8'A
DURING CONSTRUCTION, OPfRATIONS WILL CfASf IMMEQIATE'l,)'.; AND THE PERMITTEE WILL
NOTIFY TH£ CITY ENGINEER. OPERATIONS l'IILL NOT RESTART UNTIL THE PERMITTEE HAS
RECf:IVED WRITTEN AUTHORITY FROM THE CITY £NGINE£R TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE' SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, OEPAR71JRE OR OPE'RA TION OF TRUCKS, EARTHMOVING
EQUIPMENT. CONSTRUC110N EQUIPMENT AND ANY 01HER ASSOCIATED GRADING
EQUIPMENT SHALL BE LIMITED TO THE PERIOD 8ETM:EN 7:00 A.M. ANO SUNSET EACH
DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL
BE CONDUCTE'D ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE
AT THE ENGINEERING DEPARTMl:NT COUNTER.)
21. ALL OFF-S/Tf HAUL ROUT£:S SHALL Bf SUBMITTED BY THE; CONTRACTOR TO M
Cl1Y fNGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING Of WORK,
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA TE:RIAL SHALL BE
DEPOSIT£D AT, A SITE' APPRO\lfD BY THE CITY ENGINEER. Tl-Ir CONTRACTOR SHALL Bf
RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR
ADJACENT SrRITTS AS A Rf:SUI [ Of THf GRADING OPERA110N. 23. BRUSH SHALL BE
REMO\lfD ONLY WITHIN THE AREA TO BE GRAD£D. NO TREES ARE TO BE R£MOVED
UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCH£S SHALL HAif: A MINIMUM
ONE PERCENT SLOP£.
25. THESE PLANS AR[ SUBJE:CT TO A SIGNED AND APPROVED SET OF EROSION CONTROL
PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPRO\lfO BY THE CITY
[NG/NEER OR AS DIRECTED BY THE PROJf.CT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE' TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND OROERL Y
CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED
OF AT A SITE APPRO\lfD OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZE:D, PLANTED AND/OR HYDROSEl:DEO
WITHIN TEN (10) DAYS OF THE TIME v.HEN E!,_C/:1. SLOPE IS BROUGHT TO GRADE AS
SHOWN ON THE APPRO\lfD GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS
PROJECT. DRAMNG NO. N/A, AND/OR AS DIRECTE:D BY THE' CITY [NG/NEER OR
PLANNING DIRECTOR.
29. THE OWER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THI': WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND
/RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRE'D FOR THIS WORK IN
ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE Rl:INFORCED CONCRETE PIPE 114TH A MINIMUM D-LOAD
OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND 8ACKFILLE'D MTH 3/4" ROCK PER SORSD
S-4 TYPE •c AND PIPE MEETS ASTM STANDARD 3034 FOR SOR J5 SOLID WALL PIPE.
JI. Mi[R£ AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL 8[ REMOVE:D WITHIN T'NENTY FEET OF BUILDING OR
STREET ARE'AS AND REPLACED MTH PROPERLY COMPACTfD SOILS. IN OTHER AREAS TH£
PIPE WILL BE PLUGG£D WITH CONCRETE OR REMO\lfD AS APPROVED BY THE CITY
ENGINEER.
32. THE CONTRACTOR SHALL \lfR/FY THE LOCATION OF ALL EXISTING FACILITIES (ABO\lf
GROUND AND UNDER GROUND) 1-WTHIN THE PROJECT SITE' SUFFICIENTLY AHEAD OF
GRADING TO PE'RM/T THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE
AC71JAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK.
JJ. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THl:IR FACILITIES AND
SHALL COORDINATE THE WORK l'IITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SOG&E
PACIFIC BELL
ADELPHIA COMMUN/CATIONS
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREE'TS & STORM ORAIN)
CITY OF CARLSBAD(SEWE'R,WATER & RECLAIMED WATER)
LEUCADIA WASTEWATER DISTRICT
34. PERMIT COMPLIANCE REQUIREMENTS,
1-800-422-4133
(800)660-7343
(800)892-0123
(760)438-7741
(760)806-9809
(760)438-2980
(760)438-2722
(760)753-0155
A. FOR CONTROi i ED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS
ENGINEER, AND/OR GEOLOGIST TO Gl\lf TECHNICAL ADVICE:, OBSER\lf AND CONTROL TH£
WORK IN PROGRESS 11.06.170(8) CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TH£ FOLLOMNG RE'PORTS
MUST BE SUBMITTED TO THE CITY ENGINE:ER VIA THE PROJECT INSPECTOR 11.06.190(8)
CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS
COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA I/ON AR[ INSTALLE'D IN
CONFORMANCE 114TH CITY CODE AND THE APPROVE:D PLANS (OBTAIN SAMPLE OF
COMPLIANCE LETTER FROM CITY ENGINEERING 0£PARTMENT).
(2) AS-8UIL T GRADING PLAN.
(3) REPORT FROM TH£ SOILS [NG/NEER, WHICH INCLUDES RECOMMENDED SOIL BEARING
CAPACITIES, A STATEMENT AS TO THE £XPANSl\lf QUALITY OF THE SOIL, AND
SUMMARIES OF FIELD AND LABORATORY TE'STS. TH£ REPORT SHALL ALSO INCLUD[ A
STA TE'MENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE
l'IITH THE REQUIREMENTS AND RE:COMMENDA TIONS OUTLINED IN THE PRELIMINARY SOILS
RE'PORT AND ANY SUPPLEMENTS THERETO.
( 4) REPORT 114TH AS-8UIL T GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR
AFTER TH[ CITY ENGINEE'R'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE'
RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH
RE'CHECK.
36. THE SOILS REPORT TITl.ED "PRELIMINARY SOILS INVEST/GA 110N", PREPARED BY NORTH
COUNTY COMPACTION /:NG/NEERING, INC., DA TED MARCH 26, 2003, PROJECT No.
CE:-6866, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANC[ MTH THE' RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
"DECLARAT[ON OF RESPONS[BLE CHARGE"
I HERffiY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE
EX[RCISE'D RESPONSIBLE CHARGE OVER THE DESIGN OF 71-iE PROJECT AS DEFINED IN
SEC110N 6703 OF THE 8USINESS ANO PROFESSIONS CODE, ANO THAT HE DE:SIGN IS
CONSISTENT W1TH CURRE'NT STANDARDS. I UNDERSTAND 1HA T TH£ CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE: ME, AS
£NG/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ENGINl:ER/NG DESIGN GROUP ~ii No~t!;,( ~-~
C-47672 ""~ ADDRESS: 21 ?1 MONTIE:L ROAD
CITY, STAT£' ,/-SAN 11ARCOS. CA 92069
TELEP~ -f160) 839-7.!02
BY: -'s(,_L:-""-----,==-c:-:==:,:-------STEVEN NORRIS DATE,--1/c.-i • • I
R.C.E. N0.: ___ 4:.;..7~67:.:2:..... _________ _
REGISTRATION EXP/RAT/ON DA TE, ___ .:..:12"--__,0;:,;5 ___ _
m u.l m .,_ EXP. .JM1-!lli "' * ?\ CM\.. ~ ~"~ Gf\.l.11-11~ ·-·-----
SOILS ENGINEER'S CERTIFICATE
I, DALE R. REGLI, A Rf:GISTERf:D CIVIL ENG/NE'ER OF THE STA TE OF CALIFORNIA,
PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL/£0 SOILS MECHANICS, HEREFJY
CERTIFY THAT A SAMPLING AND STUDY OF THE' SOIL CONDITIONS PREVALENT MTHIN
THIS SITE WAS MADE BY M£ OR UNDER MY DIRECTION BE:T'NEE:N THE DATE'S OF MARCH
/7 :lb, 200J AND"'""" 2,, 200!= . TWO COPIES OF THE: SOILS Rl:PORT COMPILED FROM
THIS S71JDY, WITH MY RECOMMENDATIONS, HAS B[EN SUBMITTED TO THE OFFIC ·· ~
THE CITY [NG/NEER. ,?,,_o, ,ss10,._
" .,,;.------'f( .~ ~ f\. flt,. ~ ..,,. / /_ f Q~ ~ %
SIGNED: d / .A" ..I._... L-~:I (:19393 ::::!
:n ' •~ Exr,. 9130/05 *
70_10~ l. * \ -.. \.. :"t-R.C.E. NO.:
}l.'<;, .. "'"F ~~
DA TE: __ __,.s.;=<..C,',:.:C;.<>::_..!.,r-''-==Z:..:o::.,_,;..=.Z..=Dl>::..:::::_.!.4_~-=~ ... 0,=c=" .. '-' ... \0
,..
LICE:NSE E'XPIRA 170N DA TE: 9-30-05
OWNER'S CERTIFICATE
I (WE) HERE8Y CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR MLL BE RETAINED TO SUPERVISE 0\/E'R-ALL GRADING ACTIVITY AND ADVISE
ON 71-1[ COMPAC110N AND STABILITY OF 71-1/S SITE,
~e :?:::---::: . MONICA MIER
LEGAL DESCRIPTION
LOT 7 IN BLOCK 44 OF THE TOWN OF CARLSBAD, IN
THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE
OF CALIFORNIA, ACCOROINGTO MAP THEREOF No. 535,
FILED IN 71-IE OFl''ICE: OF 71-IE COUNTY RECORDER OF
SAN DIEGO COUNTY, MAY 2, 1888.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE: PLANS WAS G£NERA TED 8Y
METHODS FROM /NFORMA TION GA 7H£RED BY EOG, SUR\lfY
CONDUCTED 5/04
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASS£SSORS PARCEL NUMBER(S)
"'4-171 .,~
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
•~4 165J
BENCH MARK
DESCRIPTION· lfMPQRARY BENCH MARK
LOCATION: MH II 2 AT MADISON sm££T; STA 61+JO
[( EVA VON 52. ZB
RECORDED: PER CITY Of CARI SBAD, DWG 145 8
£LEVATION: MH {{ 2 ELEV. 52,78 DA71JM:~M-SL~--
EARTHWORK QUANTITIES
cur, a CY
FILL: ,165 CY
IMPORT: 22.~ CY
E'XPORT: ,, CY
REMEDIAL: 167 CY
t 17 -ot -1) y
DATE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF 71-1[ CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, ORA/NAG£ FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF
PERMANE'NT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT
GE'OLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND
THE CITY STANDARDS, SP[CIFICAT/ONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCE'S CITE'D
ON THESE PLANS. THE GRADING WORK SHALL BE PE'RFORME'D IN ACCORDANCE WITH THE
FOLLOl'IING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRE:CTED FJY TH£
CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET DF PLANS
4. RESOLUTION NO. NIA DATED NIA
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
800K).
6. SOILS REPORT AND RECOMMENDATIONS 8Y NOTRH COUNTY COMPACTION
£,,GE:ERING, DA TE'D MARCH 26, 2003
7, TH£ SAN DIEGO REGIONAL STANDARD ORA l'IINGS AND AS MAY BE: MOOIFIE'D BY
THE CITY OF CARLSBAD STANDARDS.
8, CALIFORNIA COASTAL COMMISSION DE\lfLOPME'NT P£RMIT CONDITIONS
DATED NIA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED --~N.,_IA~----
DESCRIPTION
SILT FENCE
STABILIZED CONSTRUCTION
DRIVE
CONCRETE PAVING
WATE'R LATERAL 1"
W/ 5/8" WETER METER
4" SEWER LATE'RAL W/ CLEANOUT
CONCRETE CURB
CONCRETE WASHO(ff
VICINITY
NOT TO SCALE
LEGEND
DWG.NO.
DI/SJ
D2/SJ
D1/S2
DI/SJ
MAP
SYMBOL
I . · l
-s--0
THOMAS GU/OE: 1106 £6 \
,,., h ;;\
"6,
\, q.. CHl:STNUT AV ~ '8 ~
~
~ ~ PROJECT S/Tt
--!,, ~ ~,J I '<!:!
c'rl'i..~IJ ;;\
r1I>
~ i
\ --!,,
~,J'i.. ~""~
~ ,\
MAGNOLIA AV // 7
~
~NING DEPARTMENT APPROVAL
~ ~NBD) 1-r",.,,.,...., nm:/0/7 /o<f
/ "AS
D
QUANTITY
J05 LF
1 EA
450 SF
1 EA
1 EA
280 LF
6 CY
BUILT"
IIIC!IAEL 1, llflIZIIIJlRR, lllAJOOllG DIREC'IOR VRCE '-l11o1t
fo,J,M1siG~IY i, ' DATB: 1oj, ;r,( RE>JE~Y,
Exp lt·OS ·---~-
REOOIIIIIIIDEl) II!: B,Ar ,be.r,-. ¼ nn-e.cly //!' //.
(PRINT IWIB) INSPECTOR
DATE
t---t----t-~-----------+---+--+----f----a I SHE1ET I CITY OF CARLSBAD I SHE3ETS I
ENGINEERING DEPARTMENT
;=:G;:;RccAD"'l:=::NG~PL~A~N=s::,F::,:OR==:===:::::::==::::::::==~===
MONICA MIER
3454 MADISON STREET
CARLSBAD, CA 92008
APPf\;',l,f:O ~ ~ 1~0YD B HUBBS ( :1WY:'\J1\ l,ljp1 .,f.,.fd-, ~\r,..lrt
CITY tNGINEER pf~ EXPIRES ,,,· lfu5 DATE
SAN WARCOS, CA 92059 OWN BY: --PROJECT NO. ORAWING NO. :r II ENGINEERING 2121 MONTIEL ROAD
.. DESIGN GROUP (7150) 839-7302 OATE INITIAL DATE INITIAL DATE INITIAL CHKO BY:___ 'f;'.
FAX (760) 480-7477 l::NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD04-14 421-8A -L_ ___________________________ _:,_~==:::!:::::============~~:::::::::~~~::::===~;J.
102504
[>
• • • •
• •
• •
t>
• •
• • • •
• •
b.
[>
NE:W SEWE:R lA TE:RAL
W/CLE.'ANOUT AT PL
PER CITY STD S-7
([)TCc:.5.3.05
7
\
[>
• • • •
LOT1
APN#
204-111-16
NEW WATER lATfFIAL
W/WATER METER
PER CITY STD W-J
. t>
• •
• •
LOT9
NEWS EQ
FF=55.5
FP=!S4.75
6" CONC. CUl?E1 ALONG PL
DE:T. 1 /THIS SHEET
CONSTRUCTION ENTRANCE
PER DETAIL 2 SHITT J
FL=55.0 ,.,.
·o.
o" CONG. CURB ALONG PL
DET. 1 /THIS SHEET
LIMITS OF REMOVAL & RE:COMP.
GRADING PLAN
0 --10 20
SCALE 1• = 10 FT
30
~ ~
' '1> .,-)[·,·,_,""
'Y :;. . .-----
-~ \ .;-·,
,\\ '11>'';1'; ,;, o.
' 1·• ' °' I l J• I,.
-·'\_ L:MITS OF REMOVAL & RECOMP.
NE:W RE'SIQ£NCE:
FG=54.0 FF=55.5
FG=5J.9
FP=54.75
SECTION A-A'
SCALE: 1 "= 5 Fr
4•
CURB DETAIL
NOT TO SCALE 0)
CONSTRUCTION NOTES
1. MAINTAIN MIN. 1% FLOW ALONG PROPE:RTY L/N[S.
2. MAINTAIN 4% MIN. FLOW AWAY FROM RESID[NC[ FOR
MIN. J FT.
J. OWNER TO CAM[RA SE:WE:R LIN[ TO CONFIRM TH[R[
IS NO E:XISTING SEWE:R LATERAL IN PLACE.
4. DISTANCE OF SWALE TO STRUCTURE PER ADMIN
VARIANCE OJ-01 AND SOILS [NG. R[COMMENDA TION.
ABBREVIATIONS
FF FJNISHE:D FLOOR ELEVA110N
FP F1NISH£D PAD ELEVATION
TC TOP Of CURE1
E f)(ISTING
FL Fl.OW LINE
HP HIGH POINT
fS FJNISHED SURFACE
FG F1NISH£D GRADE
PL PROPERTY LINE
CL CENTERLINE
IJH MANHOLE
WM WATER METER
11 AS BUILT"
IUI ENGINEERING
DESIGN GROUP
2121 MONTIEL ROAD
SAN MARCOS, CA 92069
(760) 839-7 302
FAX (7E0) 480-7477
E ~
~NSPECTDR
lt/e/ot
EXP. IZ·OS. DATE
DATE
fsHml CITY OF CARLSBAD 1-------l---1-----------------r------t---t------t----i L2_j ENGINEERING DEPARTMENT
1-------l--+----------------r------t---t-------t----i
I SHE~TS I
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF' WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
Cl
MONICA MIER
3454 MADISON STREET
CARLSBAD, CA 92008
OWN BY: ---PROJECT NO.
PD04-14 CHKD BY: __ _
RVWD BY:
I DRAWING NO.
421-SA
102504
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MONICA !,/1£R AT (780) 7J0-976J
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPIL£D ON SITE AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHAlL NOT BE MOV£D OR MODIFIED 11171-IOUT THE APPROVAL OF 71-IE
ENG/NE£RING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORD£R TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8E REQUIRED 8Y
THE CITY ENG/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH
MAY ARISE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA 7ERS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASVRES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORA TE':D HEREON.
8. GRAD£D AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVA8LE PROTEC71V£ DEVICES SHOWN SHALL 8E IN PLACE AT THE END OF EACH WORKING DAY
'M-IEN THE FIV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER
DE8RIS SHALL BE REMOV£D AFTE':R EACH RAINFALL.
10. ALL GRA \!EL BAGS SHALL BE BURLAP TYPE 111TH J/4 INCH MINIMUM ACGREGRA TE:.
11. SHOULD GERMINATION OF HYDROSE£DED SLOPES FAIL TO PROVIDE EFFEC71VE COV£RAGE OF GRADED
SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALL£D IN ACCORDANCE WITH SEC710N J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK
OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TE:MPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND
TH£ FOLLOWING:
A. HYDROSITDING SHALL 8E APPLll:D TO:
1. ALL SLOPE:S THAT ARE GRADED 6: I (HORIZONTAL TO VcRTICAL) OR STEEPER 'M-IEN THEY ARE:
a. THREE FE£T OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL
SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 'MIEN ANY OF THE: FOLLOWING CONDITIONS EXIST:
a. NOT SCH£DULE:D FOR IMPROV£MENTS(CONSTRUCT10N OR GENERAL LANDSCAPING) IIITHIN 6D DA I'S
OF ROUGH GRADING.
b. IDENTIFIED 8Y THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDIT10N IDE:NTIFIE:D BY THE CITY ENGINEER THAT WARRANTS IMMEDIA1E
TREATMENT.
B. HYDROSEEDE:D AREAS SHALL BE IRRIGA TE':D IN ACCORDANCE: WITH THE FOLLOIIING CR/1ERIA:
1. ALL SLOPES THAT ARE GRAOED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WA TE:RING FROM QUICK
COUPLE:RS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/P/TA TION SPRINKLE:R HEADS
PROVIDING 100% COVERAGE.
b. CREA TE:R THAN 8 FEIT IN HEIGHT SHALL BE WATERED BY A CONV£NT10NAL 5\'STEM OF LOW
PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE:.
2. AREAS SLOPED LESS THAN 5: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR
TO HYDROSE:EDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRR/GA T/ON TO
THE CITY ENGINEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COS1S
OF THE ELEMENTS OF THE PROPOSED S\'STEM.
J, IRRIGATION SHALL MAINTAIN T, I[ MD/SnJRE: 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 CL0\17:R
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E: SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACH/LLEA M/LLEFOLIA
e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF D/1./0RPHOLECA t:,
g. ITE:MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM E:ITHER A PUSLIC STREET OR RESIDENTIAL STRUCTURE:S.
~-ITEM a OF THIS SUBSECTION MUST BE INOCULA 7ED ll>ITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSE:EDING.
i. ALL SEED MATERIALS SHALL 8E TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTE:O
ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WET71NG AGENTS MAY 8E ADDED TO THE HYDROSEED SLURRY AT THE
DISCRE:T/ON OF' TH£ CONTRACTOR.
2. TYPE 1 MULCH APPLIE:D AT THE RA TE: OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH
(STRAW) MAY 8£ SUBST1TU1ED, ALL OR PART, FOR H't'DRAULICALL Y APPLIED FIBER MATERIAL. WHEN
STRAW IS USED IT MUST BE ANCHORED TO TH£ SLOPE BY MECHANICALLY LUNCHING NO LESS THAN 50
% OF TH£ STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 151' SULPHUR APPLIED
AT THE RA TE: OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHE:NING THE SURFACE TO BE PLANTED BY ANY OR A COM8INA TION OF:
a. TRACK WALKING SLOPES STE':EPER THAN 6: 1
b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENTl Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING /!EMS a OR b A80V£.
2. CONDITIONING THE SOILS SO THAT IT IS SUITA8LE FOR PLANTING 8Y:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP 8UT NOT SATURATED SEED 8£0.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LE:ACHING OR COV£R/NG SALINE SOILS TO
PROVIDED VIABLE CONDIT10NS FOR GROWTH.
f. HYDROSE£DED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNnL THE PROJECT
IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSE:EDING IS THE PERMANENT
LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL 80NDS RELEASED.
EROSION CONTROL & BMP LEG[ND :
ITE:M
SILT FENCE (DET. 1/SHT.2)
STABILIZED CONSTRUCTION
ENTRANCE (DET. 2/SHT.2)
CONCRETE WASHOUT (DET. J/SHT.2)
SYMBOL
--01----1□:i---
' \
7 [>
\ • • • • • • I>
• •
• +
• •
NEW SEWER LA Tl:RAL
W/CLE:ANOUT AT PL
PER CITY STD S-7
LOT1
APN#
204-111-16
L=SJ.7 NEW WATER lATl:RAL ~ W/WATER MfTER
PER CITY STD W-J
• •
•
EROSION CONTROL PLAN
1~.; -29~--~30
SCALE. 1• = 10 FT
J.OT 9
NEW S.f,Q,
F'F=55.5
FP=54.75
CONSTRUCTION ENTRANCE
PER DETAIL 2 SHEET 3 ~
NE:W GARA~
F'F'=55.4
FP=54.7
=SS.3 FF=55.2
Jf [i
\; ' ! FL=54.7\i;
\'. F'L=54.5 .
'··
1
I. SET POSTS AND EXCAVA1E A
4 x 4 IN (10 BY 10 CM) ••
TRENCH UPSLOPE FROM AND
ALONG THE UN£ OF' POSTS. ·
l --~-,, /
2. ATTACH THE: FILTER FABRIC
AND EXTEND IT INTO THE TR£NCH
I ,
-1/
4 x 4 TRE:NCH (10 CM)
3. BACKFILL ANO COMPACT THE
EXCAVATED SOIL.
F'/L TER FABRIC
UM/TS OF REMOVAL & RECOMP.
SILT FENCE PER
DETAIL 1 SHT J
EDGE OF EXCAVATION
-,I
11
9'-0" SQ
FILTER FABRIC SECURED
BY GRAVEL BAGS ACROSS
TOP OF AGGRE:GA TE
GRAVEL BAGS
STACKED 3 HIGH MIN
~ 12' OF 3/4" CRUSHED
AGGREGATE
• .'i'
"'
EXISTING GROUND
• .,
PROF71,E
PER PLAN
.E1.Af!
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE
TRANSlnON 8TWN
STASIUZED CONSTRUCTION
ENTRANCE AND PUBLIC
RIGHT OF WAY
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1111
,.;"
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ENGINEERING
DESIGN GROUP
2121 MONTIEL ~OAJ
SAN MARCOS, CA 92069
(760) 839-7302
FAX (760) 480-7477
BUIL T 11
-----
RCE 4767'2 EXP. 1'2-o?
l'Z.-1'2-cS
DATE
l;,.·I'--OJ
DATE
l---t---+-----------+-----+--+----+---I I SH3EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTMENT
~E;.:R::S::ION~C~O:::N~TR~O:::l=P:::L=AN::S;::FO:::R:::=======::.::====:
DA'To INITIAL DAIT INITIAL DA To INITIAL
ENGINEER OF' WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
MONICA MIER
3454 MADISON STREET
CARLSBAD, CA 92008
Cl
OWN BY: __ _
CHKD BY: ---1
RVWO BY:
B HUBBS
EXPIRES
PROJECT NO.
PD04-14 I DRAWING NO.
. 421-8A
102504 ,