HomeMy WebLinkAboutDWG 419-4A; PD 04-07; THOMAS RESIDENCE; 01-02_____________________________________ , _________________________________ , _________________ .;... ______ ...
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RADING NOTES
IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
:ARLSBAD MUNICIPAL CODE.)
THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
. , APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\/£ ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THE51: PLANS WHEN NON-CONFCiiMANCE IS ()/$COVERED.
CITY APPROVAL OF PLANS DOES NOT REL/EV£ THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISC0\1£RED DURING CONSTRUCTION. ALL PLAN REV/SIONS SHALL BE PROMPTLY
<;flBMITTfD TO THE CITY ENGINEER FOR APPROVAL.
A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ r ISSUANCE, A
CEPTIFICA T[ OF INSURANCE MUST BE FILED NAMING THE CITY O . CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TT[E'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 1HE INSURANCE
COMPANY WRITING 1HE POLICY MUST HA\/£ A RATING OF ""A~ AND A SIZE
CA TfGORt QF i;LASS V AS ESTiJ/;JL/.'~HfJJ /;!Y "l;i[STS~Kf:X RA TING GUIDE. ~~·--·
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF 1HE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC Rll!HT OF WAY REQUIRE SEPARA T[
PERMITS FROM 1HE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL !'ERM/TS HA VE BEEN OBTAINED FROM
1HE CITY AND 01HER APPROPRIA T[ AGENCIES.
7. APPROVAL OF 1HESE PLANS BY 1HE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS P c'EN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REV/SIONS WILL 8" MADE TO 1HESE PLAN" Wl1HOUT 1HE WRITTEN APPROVAL
OF 1HE CITY ENGINEER, NOTED Wl1HIN 1H£ REV/S/ON BLOCK, ON 1HE
APPROPRIATE s· ::ET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DR~WIN&S SHALL BECOME 1HE PROPERTY OF 1HE CITY UPON BEING
SIGNED BY THE c,n ENGINEER.
10. THE ORIGINAL ORA WING SHALL BE REV/SEO TO REFLECT AS-BUil T CONDlnONS
BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEF ANGE OF 1HE WORK BY 1HE
CITY.
11. ACCESS FOR 'IRE AND 01HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURI/J' CONSTRUCTION.
12. WHERE TRE'JCHES ARE Wl1HIN C/1'.' EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUI/MARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION
':'JRVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
LALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBM/ TTED TO THE Cl TY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPOR/ AND COMPl/4NCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN /HE SOILS REPORT IS R[•~UIRED
PRIOR TO 1HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
S. !ALL BE DONE UNDER THE DIRECJ/ON OF A PROFESSIONAL ENGINEER OF THE
ST11 TE OF CALIFORNIA PRINCIPA,L Y DOING BUSINESS IN 1HE FICLD OF APPLIED
SO!/ S MECHANICS. ALL FILL OR FU TUR£ FILL AREAS SHALL BE CONSTRUCTED IN
Ac,:ORDANCE 'NITH 1HE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND 1HE
" EAR1HWORK SPECIF/CATIONS " ATTACHED TO 1HE PREL/11/NARY SOILS
INVESTIGATION. DAIL y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A _PRECONSJRl.lCJJQ!,/__M£[.IIMLSHALL Bf HELD AT 1HE SITE PRIOR TO _JH[
BFGJNNJNG N. WORK AND SHAii BE ATTFNDm BY A// RF'PRESENTATIV[S
RESPONSIBLE FOR CONSTRUCTION, INSP£CTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. Tl-IE CONTRACTOR SHALL SCHEDULE 1HE MEETING
1HROUGH 1HE PERMIT CLERK ( 438-3891 ) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRA'MNGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. 1HE GRADING PERMIT WILL BE PROV/OED BY
THE PROJECT INSPECTOP AT THE MEETING.
15. ALL JNSP£CDQN REOU[STS OTHER UIAN FOR PRECONSTRUCTJON MEETING li!LL BE
~ THE FNG/NEFIIING 24 HOUR INSPECTION RFQVFST I /NE AT
(619) 438-JB.91. IN~PECTION REOll[ST MUST Bf RECEIVED PRIOR TO 2: 00 P,M.
ON 1HE DA v BEFORE 1HE INSPEC110N IS NEEDED. INSPECTIONS Wft.L BE MADE
1HE NEXT-WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: CO -.M. w;LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. !!IE OWNER AND/OR APPLICANT 1HROUGH THE DEVELOPER AND/OR CONTRACTOR
_ HALL DES/Gt.; CONSTRUCT AND MAINTAIN ALL SAFETY DEV/CfS, INCLUDING
SHORING, ANO SHALL 8£ SOLE/. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT[ AND FEDERAL SAFETY AND HEAL1H STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6 705 BY SUBMITTING
A DETAIL PLAN TO 1HE CITY ENGINEER AND/OR CONCERNED AG[NCY SHOWING
1HE DESIGN OF SHORING, BRACING SLOPING OR 01HER PROV/SIONS TO BE MADE
OF WORKER PROTECTION FROM Tl-IE HAZARD OF CA \ANG GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN //UST 8£ PREPARED FOR ALL ·,RENCHES FIVE FEET (5') OR
MORE IN DEP1H AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVAT[!JN. IF TH£ PLAN VARl[S FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY Th'£ CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE CODE" 1HE PLAN SHALL BE PREPARED BY A
REGISTERED [NGINITR AT THE CONTRACTORS EXPENSE. A COPY OF 1HE OSHA
EXCAVATION PERMIT MUST 8£ SUBM/TT[D TO THE INSPECTOR PRIOR TO EXCA VA TION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM 1HE CITY OF CARLSB'AD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA 110NS.
1 Q IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED Wl1HIN ANY WORK AREA
DURING CONSTRUCTION, QP£RA7/0NS_~ WILL CEA2LJMMEDIAIIJY, AND 1HE
PERM/TT[£ WILL NOTIFY THE Ci'TY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT[[ HAS RECE/\1£D WRITTEN AU1HORITY FROM 1HE CITY
ENGINEER TO DO SD.
20. ALL OPERATIONS CONDUCTED ON 1HE SIT[ OR ADJACENT 1HERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOV/NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO 1HE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOV/NG OR GRADING
OPERATIONS SHALL BE CONDUC7ED ON 'MEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHAU BE SUBMITTED BY 1HE CONTRACTOR TO 1HE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. -
22. IMPORT MA T[R/AL SHALL BE OBTAINED F'ROM, AND WAS7E' MA TERJAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. Il:11.:.. CONTRACTOR
SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAG£ OCCURRING AL.ONG THE' HAUL
ROUT[$ OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPEl?A TION.
23. BRUSH SHALL BE REMOVED ON/. Y Wl1HIN THE AREA TO BE GRADED.. NO TREES ARE
TO BE REMOVED U'ILESS SPECIF/CALLY NOTED ON 1HE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ,\LL EAR1HEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPR0\1£D SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
1HE CITY ENGINEER OR AS 01/iECTl,D BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SEC,;JN. 1HE Sile SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHAU. BE REMOVED
AND DISPOSED OF AT A SITE ;,?PROVED OF BY 1HE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAY$ OF THE TIME WHEN EACH SLOPE IS BROUG/IT TO GRADE
AS SHOWN ON TT-IE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY 1HE CITY OF CARLSBAD LANDSCAPE MANUAL, 1HE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THF. CJTY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON7RACTORS SHALL COORDINA T[
1 ,E WORK OF THESE GRADING PLANS WITH 1HA T SHOWN ON B01H THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIIIED FOR THIS
WORK IN ACCORDANCE Wl1H 1HE LANDSCAPE MANUAL TIME REQUIREM[NTS.
C: \DWG12\CLSB--GP.DWG 12F·2/lM
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE7E' PIPE Wl1H A MINIMUM
D-LOAD OF 1,350. FOR PR/VA7E' STORM DRAIN PIPES, UP TO 15" PVC MAY BE
Unt.lZED PROVIDED DEP1H IS LESS 1HAN 15 FEET AND BACKFILLED Wl1H 3/4"
ROCK PER SORSD S-4 TYPE •c• AND PIPE MITTS ASTM STANDARD J034 FOR
SOR J5 SOLID WALL PIPE.
J1. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 1HE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED W/1H PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRE7E OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. 1HE CONTRACTOR SHALL VERIFY 1HE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN 1HE PROJECT SIT[ SUFFICIENTLY
AHEAD OF GRADING TO PERMIT 1HE REVISION OF 1HE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 1HEIR
FACILITIES AND SHALL COORDINA T[ 1HE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERV/CE ALERT
SDG&:£
800-422-4133
800-660-7343
800-892-0123
760-438-7741
760-806-9809
760-434-2980
760-438-2722
760-633-2650
760-753-0155
760-744-0460
760-753-6466
760-726-1340
PACIFIC BELL
ADELPHIA CABLE COMMUN/CATIONS
COX COMMUN/CA T/ONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
'CITY OF CN'/1 .. SBAD(SEWER, WA T[R & RECLAIMED WA 7ER)
'SAN DIEGU/1 cl WA T[R DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
"VALL[CJTOS WATER DISTRICT
-OLl\1£NHAIN WA T[R DISTRICT
'BUENA SAN/TAT/ON DIS7RICT
*AS APPROPRIA T[
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -1HE APPLICANT HIRES A CIV/L ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADV/CE,
OBSERVE A."J CONTROL THE WORK IN PROGRESS {11.06.170(B)/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO Fl/iAI._~ APPROVAL OF A GRADING PERMIT -1HE FOLLOWING
REPORTS MUST BE SUBMITTED TO 1HE CITY ENGINEER \AA 1H£
PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERV/S/NG GRADING ENGINEER STATING ALL
GRADING IS COMPLE7E'. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE Wl1H CITY
CODE AND 1HE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAClnES, A STATEMENT AS TO
1HE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. 1HE REPORT SHALL ALSO
INCLUDE A STATEMENT BY 1HE SOILS ENGINEER THAT Tl/£
GRADING WAS DONE IN ACCORDANCE Wl1H 1HE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN 1HE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT Wl1H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR 1HIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, 1HESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED REPORT OF PRELIMINARY GEO TECHNICAL INVESTIGATION ,
PREPARED BY GEOTECHNICAL EXPLORATION, INC. DATED
04 DECEMBER ,2003 , SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 1HAT I AM THE ENGINEER OF WORK FOR 1HIS PROJECT, 1HAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER 1HE DESIGN OF 1HE PROJECT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITT-/ CURRENT STANDARDS.
I UNDERSTAND 1HAT 1HE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: N
ADDRESS:. \(plS $TtW~'f $T.
CITY. STA TE: 0C€k.J SIJ?E. c.A 9-Z.054-
TELEPHONE: _](,O f:>Lr>_l133 _______ _
04 u,
No. 52858 i:J
, 12/31/06 "'
IV\\,
C,-.L\
BY: 4A1Jta 11•~ r (NAME OF ENGINEER)
DATE: 4· 27,o4
R.C.E. NO.: sze,se
REGISTRATION EXPIRATION DATE: 12 · 3\ · ZOOb
SOILS ENGINEER'S CERTIFICATE
/, J4-IM6 .f-• C~IUZ..OS , A REGISTERED CIVIL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
, 19 AND ~~----_._JJJ • TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED:
P.E. NO.: fiU,,E, 3 ,,,_ 4-'Z -r.../ q E-2-0 0 7
DATE: ___ !>.~/_4'~/_D_(I-______ ~
LICENSE EXP/RATION DA TE:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-AU.
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
U NAME DATE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF 1HE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAC/LlnES. AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-Bl/lLT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1HIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON 1HESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE Wl1H 1HE FOLLOWING
DOCUMENTS, CURRENT AT 1HE TIME OF CONSTRUCTION, AS DIRECTED BY 1HE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. 1HIS SET OF PLANS
4. RESOLUTION NO. N/A DATED ____ _
5. 1HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY EiEOTl:t,HNIC-l'l. EXF'luRATION, INC-.
----DA TED 04 DEuEMBER wen
7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DE\1£LOPMENT PERMIT CONDITIONS
DATED NIA •
9. ENV/RONMENTAL APPROVAL DOCUMENTS DA TED --~N..,,/~A~---
YIC:INITY MAP
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C-YNTHIA LN
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PRIVATE DRAINA0E
PLRPOSES RUCRDED
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WU/FENc-E U?Mi:;INATI
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PROPOSED 2-5TORY
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METER
EARTHWORK QUANTITIES
CUT: UBAO CY
EXl5TIN0 TEL AND C-APLE
SERVICE LOC-ATIONS
<[
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FILL: l't?.O~ CY
IMPORT: 0 ilO CY
EXPORT: 01l0 CY
REMEDIAL: l~•AB,I, CY
• DIFFERENc-E Ptf TO DIFFERENTl/>L
SHRINKAEiE
PROJECT LOCATION
THIS PROJECT IS LOCATED Wl1HIN ASSESSORS PARCEL NUMBER($)
1%--2'1-:-?~"'--------------
LEGAL DESCRIPTION
PARCEL TWO AND TT-IRE£ OF PARCEL MAP NO. 15737, IN 1HE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, OF CALIFORNIA, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
JULY 18, 1989 AS FILE NO. 89-378061 OF OFFICIAL RECORDS.
BENCH MARK
DESCRIPTION: 7E'MPORARY LOCATION
LOCATION: --. SOUTHWEST CORNER OF LOT AT CURB
RECORDED: --1K!L.REQRJ)fJ) ____ ..... ___ -· ______ _
ELEVATION: + 1.40 DA TUM· NOT 1/SfD
EXISTIN0 6AS AND
El.EC,TRIC-!SERVIC-E t-
6RAPHIC.. %Al£
Id Ci 10' Id
l1*>ml!e~·itt, .. ,nfrw;Ft~1osw,c:&r:~:-~~A-J
( IN FEET )
INU1 = IC! FEET
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Wf NEW 2d
WIDE MAX.
APPROAa1 PER
C-ITY ST ANDARP
DW0 65-1'2.
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NE:W SEWER
c-L£ANAf PER
C-ITY STANDARD
DYl/0 5-7
EX!STIN0
SEWER LATEAA.
EXISTINEi
WATER SERVlc.E
CYNTl-11A LANE ..,
_ _l __
PLANNING DEPARTMENT APPROVAL
~a:% \~.dt'QA DATE: 5"/11..fa.t-
(SIGNEDJ
IIICIUEL l. Rm,ZVUJ.J:R, PWINING DIRECTOR
11 AS EUil_T"
..... DATE:Sj/3/0r ~-~
RECOIOIENll~D :~-~~3Q/Y d p;fter . ~~-4 __
~NAIii!) INSPECHJR r---r--r------·--'---r---------r-,---r-.-::==~====------~----·
~!1 CITY OF C1\RLSB,, '1
---1· --+----1 l_'__J I ENGINEERINGDr"ARTMENT . -------+-------------------+----+ -11-----+---I
r----r-----t-----------------t-----J---+--+----J 1 GRADING PLANS FOR
l-=-::-f,..,,.,=:,-+ ...... ----------------t--,--t----+--·-+----1 DATE INITIAL DATE INlllAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL err( APPROVAL ~----~---------·----------
APPROVED LLOYD
MR JM n~
l'?B, -::. '{NTH I LANE
(," ,, "[) o/1.001
--·" .
CITY ENGINE Bf
DWN BY:
CHKD BY: Ml T .Jqt.
RVWD BY: MIIAf ---·---------~
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT JIM THOMAS AT 760-519-6151
2. EQUIPMENT AND WOIIKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING TIJE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SIJALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVE"T PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
i. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLU~/ON OF EACH WORKING DAY.
9. ,LL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALi..
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
~1. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE:
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE:
STABILliEO BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
LEGEND
DESCR/P DQN
STABILIZED CONSTRUCTION ENTRANCE:
STRAW BALE DIKE:
SILT FENCE
LIMITS OF CLEAlilNG &: GRADING
GRAVEL BAGS
FLOW ---
ANCHORING DETAIL
"'DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
NO SCALE
S:: \f1WG12\CLSB~-GP.OWG 12/12/94
SYMBOL
-----
---JI---
EB
EXISTING GROUND
_L
14'MIN.
T E.l.d!.l
PUBLIC RIGHT-
OF-WAY
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE 2
NO SCALE
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
' ,,.. //
V' / //
GAP BETW£EN BAGS
ACTS AS SPILLWAY
GRAVEL BAGS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
SILT FENCE
' : ..,.., ",
,•-~ < ... :-n-:h.:t4c,._-. __
3 FT (0.9 M) MIN.
THRE:E LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
E9
2. STAPLE WIRE: FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EB
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, '-,-:. 1 I , I i·\:
SILT FENCE
SEE DETAIL
STAW BALE DIKE
SEE DETAIL
I
i _: i ,,
0RAPHIC-%ALE
lo' Cl lo' Id ~.d\;;;Jtt§~-*;J
( IN FEET )
I INal = 10 FEET
~
DATE
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; CONSTRUCT/ON
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APPROVED LLOYD B. HUBBS C(t" •;f ¾zto,l A<«<~ *..-~~:c.e CITY ENGINEER P£ ... 9 i:XP "7· 12[31L05 DATE ,
OWN BY:
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PRO.JECT NO, 1 · bRA WING NO. DATE INlllAL DATE INlllAL CHKD BY: ~ PD04-07 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JU... DWG 419-4 A
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