HomeMy WebLinkAboutDWG 412-2A; CDP 02-24; ST CLAIRE RESIDENCE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TT££'$ 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 V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE
" EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRfCONSTRUCTION MEETING SHAil BE HELD AT THE 5/TE PRIOR TO THE
BEGINNING OF WORK AND SHAil BE A TTENDW BY All REPRESFNTA TIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( 1-760-602-2740) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT \WLL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. All INSPECTION REQUESTS OTHER THAN £OR PRfCONSTRUCTION MEETING WIil BE
MADE BY CAI I ING THE ENGINEERING 24 HOUR IN$PfCTION REOUEST t {NE AT
(760) 4.38-3891, IN$PECTION REQUEST MUST BE RECEIVW PRIOR TO 2: 00 P,M,
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS fXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE JMMEOIA TEL Y, ANO THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA TJON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS JS A VAJLABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATER/AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY \\!THIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT 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
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRA\WNG NO. N,IA , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDJNA TE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING Pf PE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED \WTH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CJENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT JS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
DANIELS CABLEVISION
CITY OF CARLSBAD(STREETS & STORM DRAIN)
'CARLSBAD MUNICIPAL WATER DISTRICT
"SAN DIEGUITO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4133
(760)438-6200
(760)489-3441
(760)438-5241
(760)438-2980
(760)438-2722
(760)753-1145
(760)753-0155
(760)744-0460
(760)753-6466
(760)565-5657
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRAOING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR /11.06.190(8)} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/FICA TJONS
BY Tl-IE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PASCO ENGINEERING INC.
ADQRESS: · 535 N. HWY 101 SUITE A
CITY, STA TE: SOLANA BEACH, CA
TELEPHONE: (858)259-8212
BY: /;,.)~e-"-'oJ'p'-'--b ____ _
/ WAYNE A. PASCO
R. C.E. N0.:.--=2"-'95c.c.7-'-7 ____________ _
REGISTRA T/ON EXP/RA TJON DAT£: _3/~3_1,_/2.c...0_0_7 ____ _
SOILS ENGINEER'S CERTIFICATE
I, S. He.he/(';',. Shari,;;,-\-, A REGISTERED
CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FJELD OF APPLIED SOILS MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF T.HE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DA TES OF I ci. ~ 20Q 2 AND
2 _ 11 , 2003 , TWO COPIES OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECOMMEN~D!A TIO],/£, AoBEQl:l>k --.~.
SUBMITTED TO THE OFFICE OF THE CITTr:N INEE . ' ) '1
-,,::_ ~1,0
SIGNED: _ ,t\C)._ _ J _ __..-✓ / ~\>-~~~'\~
-ll'"--7~ ~
;2?4.t -~
p E NO· l::L{Q_L7 u S ~ "'·""' "'!Jl ' ' • ' -. re Exp. 12-31-oa .:z,
DATE: 9-'.25-o.3
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-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE.
C: '7.crA /I ,,,,,,,,,. /77 ,rt/-;/
,. *
~,;, CIVIL (lf?,~'<, CO OF CALI~
/
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BU/LT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, . SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5412 AND 5413 DA TED: MAY 21st, 2003
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENOA TIONS BY VINJE & MIDDLETON ENGINEERING INC.
DA TED FEBRUARY 11, 2002
7. THE SAN DIEGO REGIONAL STANDARD DRA\WNGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. COASTAL DEVELOPMENT PERMIT CDP 02-24 CONDITIONS
DATED MAY 21st, 2003.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED: N/A
LEGEND
DESCRIPTION
PROPERTY BOUNDARY LINE
EXISTING EASEMENT
CENTERLINE
CUT /FILL LINE
LIMIT OF GRADING
PROPOSED CONTOUR
EXISTING CONTOUR
2: 1 CUT SLOPE
DWG.NO.
MASONRY RETAINING WALL (5fP. PEiern,-r RE,;i'o)
BUILDING STEM WALL
BROW DITCH PER SORSO 0-75, TYPE B
SYMBOL
-----
___ ,c. __ _
F_
--255---
y y y
=:>=:>
1·. · ·-'.· .. ,_·.·I
QUANTITY
435 SF
186 LF
2,275 SF
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
SEAN B E KELLY ' DATE Ty R DS$/Y\O,..f\/\ PAIE
CONCRETE DRIVEWAY
3" PVC STORM ORA IN ==========<=== 24 LF
OWA//1 R., A { Of 10/0;/0'1 RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
5950 LA PLACE CT.
CARLSBAD, CA 92008
(858) 693-8980 1,wli<. PA-rRw:;1<. Qc..vEt.."i'"'"'""1• t-,1.,.,t. • SPOT ELEVATION A ,,tt-JPDll.t,l•J't-t..,t,i.t._1t£O._ L.•A t,,L1fl/ C",
5Jfo f'tR r r rr~T 1 Jff Li INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
NOTE Ht,tu,.,SA 1.?£A.n-t.,.::::A qo:2f~ WATER SERVICE
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES \WLL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED SOILS INVEST/GA TION PROPOSED TWO-STORY, SINGLE FAMILY
RESIDENCE 3286 LINCOLN STREET CARLSBAD,CA,
PREPARED BY SOUTHLAND GEO TECHNICAL CONSULTANTS, DA TED NOVEMBER 21,2001
SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENOA TJONS ANO SPECIF/CA T/ONS CONTAINED IN SAID SOILS REPORT.
;':. ... ~ 0 'b
OWNER
SEAN B. £. KELLY Aoor,Ess 5qso I.A PLAlE c,.
CARLSBAD,CA 92008
(858) 693-8980
LEGAL DESCRIPTION
1. ALL GRADING ACTIVITIES SHALL BE PLANNED IN UNITS THAT CAN BE
COMPLETED BY OCTOBER 1ST. GRADING ACTIVITIES SHALL BE LIMITED TO THE
"DRY SEASON", APRIL 1ST TO OCTOBER 1ST OF EACH YEAR. GRADING ACTIVITIES
MAY BE EXTENDED TO NOVEMBER 15TH OR BEYOND UPON WRITTEN APPROVAL
OF THE CITY ENGINEER AND ONLY IF ALL EROSION CONTROL MEASURES ARE
IN PLACE BY OCTOBER 1 ST.
2. THIS PROJECT JS APPROVED UPON THE EXPRESS CONDITION THAT BUILDING
PERMITS WILL NOT BE ISSUED FOR THE DEVELOPMENT OF THE SUBJECT PROPERTY,
UNLESS THE DISTRICT ENGINEER HAS DETERMINED THAT ADEQUATE WATER AND
SEWER FACILITIES ARE AVAILABLE AT THE TIME OF OCCUPANCY.
3. CLEARING AND GRUBBING IN EXISTING VEGETATION SHALL A VOID THE BIRD
BREEDING (FEB. 15 -AUG. 31)
GRANULAR, NON-EXPANSIVE -------._
BACKFILL. COMPACTED _ "-DRAINAGE-
\ ,
1 / 1,r
-------v '-:::1=':: WATERPROOFING ._ r,/ NOTE:
/
PERFORATED DRAIN PIPE -t---_ / ~
RETAINING WALL SPECS.
SEE PLANS BY OTHERS
.1'-.. ,:...... 'f---_l il/'U FILTER MATERIAL. CRUSHED ROCK
(WRAPPED IN FILTER FABRIC) OR
CLASS 2 PERMEABLE MA TERI AL
1
~ ~ PARCEL C PER DOC. 88-046387 IN LOT 18 OF BLOCK E OF
TRACT 2152, CITY OF CARLSBAD
SHEET INDEX
1) TITLE SHEET
2) GRADING & DRAINAGE PLAN
3) EROSION CONTROL PLAN W/ DETAILS
RETAINING WALL DRAIN DETAIL
SEE SOILS REPORT PLATE 11 (N. T. S.)
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AN
AERIAL SURVEY. METHODS FROM INFORMATION GATHERED ON APRIL 21st,
2001 BY SAN-LO AERIAL SURVEYS TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
EARTHWORK QUANTITIES
CUT: 950 CY
FILL: 150 ,CY
IMPORT: e:O_,C,_,Y ______ _
EXPOR~ ~8"'0"'-0-"C'-'-Y _____ _
SEWER LATERAL
RIP RAP ENERGY DISSIPATOR
PER SORSD 0-40
EXISTING FIRE HYDRANT
EXISTING CURB GUTTER ANO SIDEWALK
EXISTING WATER
EXISTING SEWER
EXISTING STORM DRAIN
REQUIRED HABITAT PRESERVATION
12"x12" AREA DRAIN BY NOS OR EQUAL
INSTALL GRAVEL BAGS PER SC-6 (SHEET 3)
HYOROSEEO SLOPE PROTECTION PER SS-4
P~NING DEPARTMENT APPROVAL Xv DATE:1 /S-}:Js'
(SIGNED)
MICHAEL J. HO!ZMILLER, PLANNING DIRECTOR
160.0 BW
162.0 TW
----®
----®
tO+
□
□ O □c:::>□□□Clc:J
11 AS BUILT"
P>' ~
1 EA
1 EA
1 CY
1 EA
660 EA
2,725 SF
DATE
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-192-38
REMEDIAL: ~2,...,70'-"-C,.._Y ____ _ ~~ DATE:'1/s/o-s
RECOMMENDED BY: Wrb.,r;,. l(en,.,J.,
(PRINT NAME)
1/2.tJ/j/ ~ DATE THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: INSPECTOR
N _________ E __________ _
BENCH MARK
~ CITY OF CARLSBAD f----1--+---------------~l----+--+---+----j L_!_j ENGINEERING DEPARTMENT
t-----+----+----------------t----!---l-----1----!
VICINITY MAP
NOT TO SCALE
DESCRIPTION: SEWER MANHOLE @
LOCATION: INTERSECTION WALNUT A VE. AND LINCOLN ST.
GRADING & EROSION CONTROL PLANS FOR:
Adams St. SFR
RECORDED: PER C(TY Qf CARI $RAO Pl AN 245 4 4588 Ado.Ms Street, Co.rlsbo.d Co. 92008
ELEVATION: 4.3 64 IE I 50 30 RIM DA TUM:-<"',a.;c)L_i __ _
<(~
i
I
I
I ~ w@
a.i'";~ ~'<"i~o ' I I
ffi SJ >-<( i 1· I ,cUJ [RJ:CD
§'.'.'.z1 ·11· <fg~d 1-11-1, -w 11\ u_z_,1,.., -.,_,,,1----· .. -o..!:etnC/J I
DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: '"Ww.,IS"---PROJECT NO. DRAWING NO. I .
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~; oF.g CDP 02-24 412-2A (ii! . ; '----------------------------------------------------------------------------------------------LL.:.:....:.._.....JL _______________ J.::=::.::=::::..i_:.:.:_:.:,:.:,:,:_1;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;S;;;e;;;p;;;;2;,.2;;,2;;0;;03;;;;;;;;i;;4.;;·3;;;5:;;;3;;1 ;;;;;/'1;;;on;;;;;;;;,;;;;;;;~;;P;;;E~97;;;5J I ' I I
. I
I
. I
0211.11
'!00605
0
=E
..... (i)
0 .,:::.. -__.
(..) I\,)
I
I\,)
►'
GRAPHIC SCALE ---0 20 40
,---PROPOSED 0-75
TYPE B BROW DITCH
.,? ~
x" ~.J..'efv<tv?
~~<{<,~ '<:f
PROPOSED J ' TALL --'!
RETAINING WALL
PROPOSED
CONC. DRIVEWAY
1 ·=20
' 60
--=
I
I
L
EB DRIVEWA y SECTION
2 ---. NOT TO S
11. I
EXISTING P/L ~
5'
ONSTRUCT BERM AT~~--..._
OF SLOPE
B BACKY
2
TOP OF SLOPE-----;,'-~,.,A
BLOCK RETAINING WALL~~~~::::_:7'--~
0-75 BROW
DITCH TYPE B----1,
CONC. SPILLWAY SEE
SECTION AT RIGHT---+
EDGE OF CONC.
DRIVEWAY-----1
I
SECTION
NOT TO SCALE
IE SWALE
EX TING GRADE ----
Ef,CJ J ' HIGH G-J
----CO,,,C, Cl.f/B
ro;r;. TRANSIT I<,,/
BEGIN D-75 BROW
DITCH TYPE B
USE HOOIFIED G-1 ro;c,
CUlB. VARIES 0.5' TO l' r BEGIN 0.5' HIGH G-1 t;::-jr-,~,.t__---✓ CO,,,C.Cl.f/B . ,. . ~ ... .. 4 ·_
I VARIES 2 ' TO 7'1
SIEE' VD
BEGIN 0-75 BROW DITCH TYPE B ---..___
HOOIFIED G-1 =. Cl.f/B
CO,,,C, DRIVEWAY
I
I
I
,
/N$Prc.TOIC.
I
I
r---I
I
I
I· 17 , 11
1 /zo /11
E OWNER NOT APART
1/
•
PROPERTY LINE~
PROPOSED
CONCRETE WALKWAY
I PROPOSED ,..--DRAINAGE SWALE
TW 62.2
SW 59.2
PROPOSED C-4 MASONRY
RETAINING WALL
r --OASHEO LINE REPRESENTS __/ ---__
EXISTING CONDITIONS
D
2
CROSS SECTION D
NOT TO SCALE
v-PROPERTY LINE
I
I
SOLID LINE REPRESENTS FINI GRADE ---~l ___ _
~06-192
PARC,._ ....
MAP 101
7
E
2
SfEtt JMLL hEIGA/8 1 b 1
.A.RBI II"FEB'PU:11 1 QR,~.JtrfiBS --....
~,_....,___,,;,,.,.<JEo LINE REPRESENTS EXISTING CONDITIONS_/
CROSS SECTION E
NOT TO SCALE
(9 NOT TO SCALE
EASEMENTS
EXISTING S.O.G.E. EASEMENT RECORDED 10-16-41.
1 BOOK 1252 PAGE 315. SEE RECORD OF SURVEY 14183 WIDTH OF TOTAL EASEMENT NOT GIVEN. WIDTH OF EASEMENT ONTO 26-192-38 GIVEN AS 1.28 ',
ACCESS RIGHTS GRANTED TO THE OWNER OF PARCEL 2 2 OF MAP 10178 BY THE OWNER OF PARCEL 1 MAP 10178. PER MAP 10178.
EXISTING RECIPROCAL ACCESS AND DRIVEWAY AND UTILITY 3 MAINTENANCE AGREEMENT BETWEEN PARCEL 1 MAP 10175 AND PARCEL 1 OF MAP JOJ78 PER DOC. J993-043J760 .
NOT PLOTTED EASMENT RECORDED APRIL JJ, J944 IN BOOK 4 J652 PAGE 472 OF OFFICIAL RECORDS. EXACT LOCATION AND/ OR EXTENT OF SAID EASEMENT IS NOT DISCLOSED IN PUBLIC RECORDS.
EXISTING JO ' SDG&E EASEMENT RECORDED J0-8-86,
5 FILE NO. 86-452761.
fSHFil CITY OF CARLSBAD
l-1-====i====t=============================~====~===~====~===~ L__£j ENGINEERING DEPARTMENT '-1-====±====t============================~====j~===➔=====t===~ GRADING & EROSION CONTROL PLANS FOR:
w
I A,
ENGlNEER OF WORK REVISION DESCRIPTION
DATE INITIAL
O1HER APPROVAL
DA TE INITIAL
CITY APPROVAL
Adams St. SFR
4588 Ado.l'ls Street, Co.rlsbo.d Co. 92008
OWN BY: _,,whl.,1s~-
CHKD BY: -~~_1,1
RVWD BY:
EXPIRES
PROJECT NO.
CDP 02-24
Sep 22.2003 14:05:25 Mon
DRAWING NO.
412-2A
PE 975
021411
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIREO,CONTACT SEAN B E KELLY AT
(858) 69.3-8980
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT Al!.L
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
.3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAi/..
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL 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
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. 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 CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRA \/EL BAGS SHALL BE BURLAP TYPE WITH .3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION .35.02.3 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 TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS ANO THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREA T.MENT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY T.HE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM .
.3. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. .3 lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. .3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE FROM
£IT.HER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY £IT.HER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS T.HAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW /S J.JSED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
.3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WIT.H
15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED \I/ABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROVTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
T.HE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
I I I ' I .
I I
I I I I '
-~~''.-1._r I 1 ~ -r--"1 ~ --/ . / I ------...... I
j I I I r --~
! I I ' I . 1/
1 ,/11! I I I
I ' I I ✓ I '\ I
I II \ I I
I I I I f I I r i I
I I
I
I
I
I , I
I
I
I
\ I
it~/ ~. I
"!'1,
t>. \ I f'
I
I
I
I
I
I
I
I
(
i I -~
I
I
I
I
I
206,-192-$8
PJ)RCEt 1
MAP 10178
/
\
/
I
I
I
I
/\ I
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/ f_F'=:_L ~~71!:.,. W'U--&hfl
I
I
I
I
I
I
I "'c:, I
I
~
\
I
------/
I
/
7 13 HP
60.B FL r-~ ,,,.--~ ~ fu ~t:r£12. "To t>'¾E:"i z.. )
-fol<'... ~, A-'Y>I L 1'2.~9 5;T(
CoN'i,71 \i o N
\____,., "---/ '-------' ~ ......__..,..,
I
GRA \/EL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRA \/EL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
11 Ai 1, U l LT ''
;()~~ /· 17 -11
1------+--+-------------+---+---+--+----t I SH3EET J CITY OF CARLSBAD ~3 ENGINEERING DEPAR'IMENT L___;;!_J ~=::::.::==========::::.::=::::::::: 1----1-----+-----------------1----+---+---+----< GRADING & EROSION CONTROL PLANS FOR:
Adams St. SFR
4588 Ado.r1s Street, Co.rlsbo.d Co. 92008
EXPIRES
DATE
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INlllAL DA TE INlllAL
OTHER APPROVAL CITY APPROVAL
DWN BY: W=,IS~-CHKD BY: __ _
RVWD BY: 0 $/L
PROJECT NO .
CDP 02-24
DRAWING NO.
412-2A
ep PE 975
I I
021411
100605
<~ 0 ~ ~~ :e I ":c3 ruO -Ci) ~~a ~~!~ c,.,
;~ < 0 .s::i.. zz --a.~~a c,., I\)
m I
I\)
)>