HomeMy WebLinkAboutDWG 404-3A; PIP 02-03; CARLSBAD OFFICE PARK; 01-08GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. TH/$ PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON TH/$ 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.
3. CITY APPROVAL OF PLANS 00£$ NOT RELIEVE THE DEVELOPER OR ENGINEER-OF -
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 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 8£ REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'f\" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HA$ 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 DRAWING$ 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, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY 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 RECOMMENDATION$ OUTLINED IN THE $OIL$ 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
STATE OF CALIFORNIA PRINCIPALLY 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 SPECIFICATION$ AND THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(438-1161 ext.4323) AT LEAST F'/VE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE
MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REOUEST LINE AT
(7601 438-3891.INSPECT/ON REOUESTS MUST BF RECE/VEn PRIOR Tn 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECT/ON$ 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 ANO/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,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 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 INSTALLATION
THEREIN. TH/$ 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 AN
ENGINEER AT THE CONTRACTORS EXPENSE. 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 OPERATION$.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON. OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATION$ WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE $/TE OR ADJACENT THERETO. INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE 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 MATERIAL $HALL BE OBTAINED FROM. AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE A$ SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR A$ DIRECTED BY THE PROJECT INSPECTOR.
26. ALL $LOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT. DRAWING NO. 404-3L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1.350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM 0-LOAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH 15 LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER
SDRSD 5-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID
WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED A$ 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 WITH 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 $/TE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATION$ 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 1-800-422-4133
SDG&E (760)438-6200
PACIFIC BELL (760)489-3441
DANIELS CABLEVISION (760)438-5241
CITY OF CARLSBAD(STREETS & STORM DRAIN) !760)438-2980 * CARLSBAD MUNICIPAL WATER DISTRICT 760)438-2722 * SAN DIEGUITO WATER DISTRICT (760)753-1145
* LEUCADIA COUNTY WATER DISTRICT [760)753-0155
* VALLECITOS WATER DISTRICT 760)744-0460 * OLIVENHAIN WATER DISTRICT (760)753-6466
* BUENA SANITATION DISTRICT (760)565-5657 * AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENT$:
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS !:NG/NEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE.
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8}
CARLSBAD MUNICIPAL CODE. SHEET INDEX
ITEM DESCRIPTION
0
2
1 PROPOSED PA\/EMOO 0 PROPOSED PAVEMENT 0 PROP-OSED PAVEMENT
0 PROPOSED CONCRETE
S¥MIIOL
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAi.. GRADING. DRAINAGE FACILITIES. EROSION CONTROL FACILITIES. AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS. 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 CARLS!!IAD STANDARDS
3. THIS SET OF PLANS
4. PIP NO. 02-03 DATED 11 /f2/2002
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY NORCAL ENGINEERING DATED 4/25/2002
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT DATED NIA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED -1:JA
10. STANDARD URBAN STORMWATER MANAGEMENT PLAN (SUSMP)
LEGEND
QUANTITY DESCRIPTION SYMBOL ·. QUANTITY
27,414 SF @ CONNECT ROOF DRAIN
TO STORM DRAIN 2500 Sf @ PROPOSED V-Gl/TTER 20,983 SF
ROOF DRAIN 752 Sf
12 EA
81 lf
65 LF
B. PRIOR TO FINAL APPROVAL OF A GRADING PFRM{T -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
SHffT 1 1/TLE SHEET
SHEET 2 DETAIL AND SECTIONS SHEET
· ® 6" CURB {TYPE G) DETAIL A ~ 2397 lf DRMNAGE SWALE
@ SIDEWALK
DET/>JL H
DET/>Jl J
DET/>JL K
G-7
DfJAIL M
1040 LF
I
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I
I
I
I
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I
I
I
I
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I
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PROJECT INSPECTOR {15. 16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NG DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
SHEET 3 G/IADING SHITT
SHEET 4 GflAl)/NG SHEET
SHEET 5 STOIIM /JRIJN SHEET
SHEET 6 WALL SHf£T
SHEET 7 WALL SHEET
SHEET 8 EROSION CONTROL SHf£T
VICINITY MAP
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT CITY OF' OCEANSIDE
AND ANY SUPPLEMENTS THERETO. HIGHWAY _7e -
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE \_~ \ I~
35. UNLESS A GRAD/i~TY~ERMIT FOR THIS PROJECT IS ISSUED WITHIN SIX (6) ,:.(· ,~ ~ p . , 1 , r
MONTHS AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUJRED c] ~ 0 :'l ~ 1 NOT TO
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ;(" '--'"C..,,._1 I SCALE
ANY SUCH RECHECK. --.. -~
36. THE SOILS REPORT TITLED BOUR[STON DEVELOPMENT, PREPAREfo· BY NORCAL ENGINEER/NG "'~ "0 c~ '-, ~
DATED 4-25-02. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. -:1 '0_;;~.~ ~ SITE I
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ,'l~:,i ••,•.,.·.·· ~ :$-I CITY OF' VlSTA
AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. -~ T ~ROAD 1 _
•'--~tJ,1/M.~ \ /",..---CORTE ,
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
:\\ \ ~"-._/ ~ DB. NOGA!. <f)ft l~~~ \.~~ 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 IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: DANJON ENGINEER/NG
ADDRESS: 895 E YORBA LINDA BLVD SUITE 202
CITY. STATE: PLACENTIA. CA 92870
TELEPHONE: 714-572-6800
BY: // • I /"
( JljAES D. SCHREDER
P.E\J.Jo.: 42915
EXPIRATION DATE: 3-31-04
SOILS ENGINEER'S CERTIFICATE
*
.J'"4J: CJV\\.. ''"' ~ OF CAl.,\T~
..
I, Ke11'# TiJGl'QI_ . 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
$/TE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
!>-!0 , 20oz. AND 4 · Z.°f" • 20 D t:... TWO COPIES
OF THE SOILS REPORT COMPILED FROM THIS STUDY. WIJJ:i:'':=
RECOMMENDATION$. HAS BEEN SUBMITTED TO THE OFFIC ;:,~f r /TY
ENGINEER. =,~ ,f "-"' o. •UcL '4, --"" I<!' .,.., ;:>
/,,W,,1 /,1111,/ A ::!2~ ~'i! SIGNED: UJ7'vv "·. -v~ ""\· No.841 iii
, • c:,::: Exp 12/31/04 ~
G.E. OR P.E. NO.: R.C:i.€ B+I ~*<S' "'.,; . ,,~ * I I ~ orec~\c ~"'-
DATE: t 2. ? f DZ-j l"£oFcALl'c:;'I'
LICENSE EXPIRATION DATE:_l 'Z._f_·.~-" 1..,./_o_f~-----
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.
RICHARD T. BOURESTON
g/4 / 2~;
DATE
BY THE
ME. AS
PACIFIC
OCEAN
~-i·:X·:;·:•·.·:-:~:· / AVE. ~t' l,. I
1111 r ~ r
I~ I <J ,J ~-I !
'
CITY OF ENCINITAS C"\._J
LEGAL DESCRIPTION
A PORTION OF LOTS 1 AND 4 Of CITY OF CARLSBAD TRACT 80-34 ACCORDING
ID MAP THEREOF NO. 10062 RLE NO. 81-115130 D.R.
A/50 BEING A PORTION OF PARCEL '8' Of CERTIFICATE OF COMPLIANCE FILE
NO. 86-136023 D.R. IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO.
ALSO BEING PARCEL B OF THAT CERTAJN BOUNDARY AJJJUSTMENT
PLAT OF THE CITY Of CARLSBAD, RLE NO. 1994-0150371 O.R.
SOURCE OF TOPOGIIAPHY
TOPOGRl>PHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD
OBSERVATION METHODS GATHERED ON FEBRUARY 26. 2002
BY SCOTT ESTEP PLS 7066
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY S'/iWIJAIIDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 2130612500
CALIFORNIA COORDINATE INDEX (NAD 83)
NORTHING 1,9/i8.000 EASTING 6,246.000
BENCH MARK
THE ELEVATIONS ARE BASED ON CARLSBAD CITY BENCHMARK NO. CLSB-066
BEING DESCRIBED "5 FOLLOWS:
FD WELL MONUMENT IN CENTER OF BULB CUL -DE -SAC AT EAST END OF
OWENS AVE.
ELEV=275.076 (NGVD 29)
BASIS Of BEARINGS
THE BEARINGS SHOWN HEREON ARE BPSED OF THE CENTERLINE OF CORTE
DEL NOGAL SHOWN "5 N32'04'22"E ON MAP NO. 10062 FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY.
~ H~JNC.
....., 95 E. Yorba Lindo Blvd~ Ste 202
• -Plocent.ia. 'CA 9267u
{714)572-6!!00 FAX(714)572-6850
® 6" CURB AND GUTTER {TYPE G) DETAIL B
(2) PCC SIDEWALK DETAIL C
DETAIL D
DETAIL E
® PROPOSED 1-WlDICAP RAMP ® PROPOSED HN,iDICAP RAMP
@ PROPOSED V-GUTTER DETAIL F
11 PROPOSED DRIVEWAY GS-12
1 2 RETAINING WALL (BY SEl'ARAT£ !'6RMIT)
1 3 PROPOSED 2· Wl!l£ WALL DRAIN DETAIL G
14
@
@)
@
PROPOSED 3' WJIJC: WALL DRAIN DETAIL G
PVC BACKOllAIN DETAIL SHT 6
PROPOSED ROOF DRAIN
lRASH ENCLOSURE
ENHANCED PAVING
MONUMENT SIGN
EXISTING TOP /[Of. SLOPE
BOUNDARY
PROPOSED CONTOUR
EXISllNG CONTOUR
Fl.OW LINE
STORM DRAIN
PROPOSED TOP /fOE SLOPE
SEWER
WATER
~
OWNER/DEVELOPER
DETAIL J
GS-16
ARCHITECT
ARCHITECT
BOURESTON DEVELOPMENT
5500 TRABUCO RD SUITE 100
IRVINE CA 92620
MR. RICHARD E. BOURESTON. SR.
(949) 387-4663
FAX (949) 767-5929
'JJ7 lf
1 1 I I 11 6087 Sf
I 1 1 1 3 EA
/fl:::, 3 EA
906 lf
d ~ 1 EA
1330 lf
E· ·-·-·3 755 lf
--·-326 lf
@ MOW SlRIP
@ REMOVE TREE
@ 6" PVC
@ a• PVC
@ 12• PVC
@ 18" PVC
@ NOS GRAT£
@ CATCH l!ASIN
SDR-35
SDR-35
SDR-35
D-2000
0
E 3 • @ CURB OPENING CATCH BASIN /IP#A 304-2 b!I
12:!l 6 EA
[g 2 EA
IHIHJIJ]1 'JJ16 Sf
I I 1 EA
---------100U-"--
---(1000)---
TOP SLOPE
=;%E=la;,E' --s----w-~ 970 EA
A.V. AIR/VACUUM VALVE
@
@
@
~
0
AlRIUM GRATE
JUNCTl0N Sl'RUCTIJRE
JUNCTION STRUCTURE
CONNECT TO· CATCH BASIN
CDS FACILITY
3" PVC
ABBREVIATIONS
Af'WA 332-1
/>lW. 331-2
Af'WA 335-1
SDRSD D-27
F.S. FINISH SURFACE
AWWA AMERICAN WATER WORKS ASSOCIATION GALV. GALVANIZED
A.C. PSPHALT CONCRETE
B.C. BEGINNJNG OF CURVE
B.V. BUTTERFLY VALVE
8.0. BLOWOFF ASSEMBLY
BW BACK OF WALK
C.F. CURB FACE
CL CENTER LINE
CLR. CLEAR DISTANCE
CML & C CEMENT MORTAR LINED AND COATED
CML & P CEMENT MORTAR LINED AND PAINTED
COMP. COMPRESSION
CL CLASS
CONG. CONCRETE
DIA. DIAMETER
D.I.P. DUCTILE IRON PIPE
DIST. DISTRICT
DR. DRIVE
E.G. END OF CURVE
ELEV. ELEVATION
G.E. GROOVED END
GR BRK GRADE BREAK
HORIZ. HORIZONTAL
HP HIGH POINT
INT. INTERSECTION
INV. INVERT
L LENGTH
L.F. LINEAL FEET
LP LOW POINT
MIN. MINIMUM
MAX. MAXIMUM
NO. NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
PA PLANTER AREA
P.E. PLAIN END
R RADIUS
RED. REDUCING
REQ'D REQUIRED
STA.
STDS.
STL.
SQ.
SWLK
TC
TF
TG
TW
TYP.
VERT. w
W.L.
W/
WT.
WW#B
1JT
EX. EXISTING RCP REINFORCED CONCRETE PIPE
E.W. EACH WAY RWv RESILIENT WEDGE GATE VAL VE
FF FINISHED FLOOR S SLOPE
F.G. FINISH GRADE S.D. STORM DRAIN
FL FLOWUNE SHT. SHEET
FLEX FLEXIBLE ST. STREET
FLG. FLANGE
0
EARTHWORK QUANTITIES
CUT: 3621 CY PLANNING DEPARTMENT APPROVAL
FILL: 3:1Z5 CY
IMPORT: 1489 CY
EXPORT: -CY
REMEDIAL: 8772 CY
SHRINKAGE: 1241 CY
--
STATION
STANDARDS
STEEL
SQUARE
SIDEWALK
1040 lf
6 EA
325 lf
323 lf
298 lf
298 lf
18 EA
3 EA
2 EA
22 EA
3 EA
1 EA
1 EA
1 EA
36 lf
TOP OF CURB
TOP OF FOOTING
TOP OF GRATE
TOP OF WALi.
TYPICAL
VERTICAL
DOMESTIC WATER
WATER LINE
WITH
WEIGHT
'
WATER WORKS DISTRICT NO. 8
DENOTES EXISTING
ANGLE POINT
-
l---l----+------------+---1---1---+----II SHE1ET I CITY OF CARLSBAD . I SH.~TS I
:==:::::..::::=:::E:::N:::G=IN:::EE::R:::IN:::G::::::::D:::E:::PA:::R:::TM:::E::N=T==:::::'...'.==:::::::
1----1-----1------------------1-----+---+----+----1 GRADING AND EROSION CONTROL PLANS FOR:
CARIB BAD OFFICE PARK
APPROVED LLOYD B. HUBBS IIY
&, .,..~ UY 12$"$ 1-:Jc, • ..,4
CITY ENGINEER PEh:3889 EXPIRES 12/31 /05 DATE
/1\
DA 1E I" •IIAL
ENGINEER OF WORK REV1S10N DESCRIPTION
DA'TE INITIAL DA'TE INITIAL DWN BY: -m= PROJECT NO. DRAWING NO •.
1-0-lH_E_R-AP~PR-O-VAL--,t--CI_TY_A_P~PR_O_VA-L--I ~~~ ~~; pen PIP 02-03 404-JA
--I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
I
I
I
I
I
I
I
1--
~
~'~
----· __ . _ _J
WALL DRAIN PER
DETAIL HEREON
WALL BACK
DRAIN
NOT TO SCALE
SECTION A-A
c:,
"° ,u
<O
0 w if) D ~
D..
\
VARIES
I 27.50' 1
I
NOT TO SCALE
SECTION D-D
CONSTRUCT :,: R/W 2:1 SLOPE o ~ ~ I ,u VARIES v,
co .,.... I :j
0 ~--~ ('J ·~ ~ ~ 1~ ~ -lo
CL Ll ·~
1 ~) I~ .5% fl I il:: --...._ ,
/ I
~EXISTNG \ ~
GRADE \
VARIES
C
27.50' I
NOT TO SCALE
SECTION E-E
[I]
"' :::, u • <O
0 w
if)
0 0.. 0 "' 0..
NOT TO SCALE
WALL DRAIN PER
DETAIL HEREON
3'
l
/
/
/
SECTION B-B
0 :;:: w f-0 if)<(
X <>: W0
VARIES-+---<
R/W
I
I
I I PROPOSED
1SIDEWALK
'"'-I ,----
w ~ c:,
c:, z u,
X w
z
'S
'-"" 1--5'-
-' I
~": 12%::-.....
2'-r17
c:,
,'1! u
[:'i
SECTION P-P
R/W
VARIES I (3' MIN) 1 _____ __,
VARIES 1 4' ---<VARIES .
BLDG
FACE
SECTION F·F
* 2" MIN IN AREAS WHERE BLDG
ABUTS LANDSCAPING
BLDG-
FACE
u--VA_R_IE_S-+_4_'--+-+-VARIES
j FF 2% ,,
=i======H,~ ~ ~ R W :1 S:7 M~ WALL DRAIN~/1 r-----, PER DETAIL
-~ , HEREON 1
' I I ~ '-' 112' !PROPOSED ~ ;:: w ', 1SIDEWALK
o2 B 9 JOIN EXISTING AJ , -~ z "' 2:1 SLOPE ~n--5,_
t,i ~~ ~ I Cl
x ATRUIM GRATE I c'.5
DO NOT CONNE;T-----;~-;~3•~pv~c;,__.-,~~~Jl2~%;· ~··d'~GS BACK DRAIN TO WAUL BACK DRAIN .. · · , ✓
ATRIUM DRAIN PROPOSED ----,~=:'.:Jlt LJ
NOT TO SCALE RETAINING WALL I '-....3• PVC
SECTION G·G
w
BLDG FACE -
f-VARIES vARIES
IE c--
1 VARIES f-
1, I i--EXISTING G:J-
JOIN EXISTING ___,,, ~ --<.;,----__ f-
BLDG
FACE
GRADING 1 "s~~:,, ¾ )-1
II ~ i"/, ~ f-FF I
~-I==~
I f-:1
1 VARIES I VARIES
I I
* 2" MIN IN AREAS WHERE BLDG
ABUTS LANDSCAPING
NOT TO SCALE
SECTION H-H
2-._j I-PER DETAIL -u -l I HEREON ~
. t~~"
~ -~D
1
1 -,-,f; --2'._ : g r EX. GRADE ~ -----r'70) --< --I '\ -~ ;!;-....... --... L r-0 ' I~ ~ ,:r:
0 .....
1 4" NDS ~
'1 ~ ATRIUM GATE ~
x 6" PVC
1 w --1 2.5' El
1 :;:: (SDR-35) 1--1 :g
I ,'.; VARIES ~
CL
WALL BACK~ I
I
I
I DRAIN ' 2% J ✓---3" PVC
DO NOT CONNECT DRAINS _ _,,,--
NOT TO SCALE
\ tli r
SECTION J·J
IE
----_ I
2' 'l' "' ----. -
JOIN EXISTING GRADE
3" PVC
I -........ < EXISTING GRADE
I
I
.... .... .... ....
\
\
\
\
\
\
\
\
\
, ____ V_A_RI_ES ____ -'<'_2_.5__,' 1
\ 2%1
\
NOT TO SCALE
~ 1.5%
6" CURB -u
SECTION K·K
* 2" MIN IN AREAS
WHERE BLDG ABUTS
LANDSCAPING
••~~-BLDG
FACE
FF REQUIRED V LENGTHENED PANEL
~--f1
* VARIES l -4r
~-tt...,<-'t ¼, . _ ~!\I , !Jl;~;;,.\-TOP OF EXISTING
-------_ =--'-'i ' 2: 1 SLOPE -I~ \
I 11------EXISTING GRADE
\ / \ __ \ \
DEEPENED FOOTING / -PROPO~ED
REQUIRED SEE PLAN FOR CONCREfE SWALE
LOCATIONS
NOT TO SCALE
SECTION M-M
* 2" MIN IN AREAS WHERE BLDG
ABUTS LANDSCAPING 1% MIN 1% MIN
FLOW LINE
PROFILE VIEW I
FFI
:1 --r
FLOW LINE_/
NOT TO SCALE PLAN VIEW
DETAIL K -SWALE
* GRANULAR BACKFlLL
1-#3 BAR (1.5' LONG) @ 1 O'
INTERVALS CENTERED OVER
-+--+-6" P.V.C. DRAIN PIPES
\_ r1/2•;~ RADIUS (TYP.)
-"'--2% MIN . = ~ ~ J ~F::::;· ::1• _J_~" ~
-I
PIPE THROUGH CURB FACE
9.5" @ 10' INTERVALS.
NOT FOR USE IN PUBLIC R/W
520-C-2500 CLASS CONCRETE
EXPANSION JTX. @ 60' O.C.,
WEAKENED PLANE JTS. @ 15' O.C.
NOT TO SCALE
* WHERE FINISHED SURFACE BEHIND CURB DRAINS TO CURB
DETAIL 'A' • 6,, CU'RB
(/) :::,
i 6" 1.5'
1.5" -
1.5"
1.5% MIN
NOT FOR USE IN PUBLIC R/W
520-C-2500 CLASS CONCRETE
EXPANSION JTS. @ 60' 0.C.,
WEAKENED PLANE JTS. @ 15' O.C.
NOT TO SCALE
DET All 'B' -s•• C&G
PER PLAN
2%
.: ' ,-, .
-: . ·.: .
520-C-2500 CLASS CONCRETE
EXPANSION JTS@ 60' O.C.
WEAKENED PLANE JTS@ 15'
UNLESS OTHERWISE NOTED ON PLANS
NOT FOR USE IN PUBLIC R/W
NOT TO SCALE
DETAIL 'CV -SIDEWALK
•
L,I
~ 45'
RAMP \ ~ ~ r GUTTER
, 1(2" FOR TACTILE STRIP -.-~-'--'-'--I
1-1/4" FOR RAMP I
TYP. LIP OF RAMP DETAIL
TYP. GROOVES DETAIL
CONTRACTOR TO CONFORM TO ADA STDS
BORDER
BORDER
GROOVES
GROOVES
520-C-2500 CLASS '-
CONCRETE '\
8.3%
MAX
PER PLAN
MIN LG lo~~~
FULL 6,f Fu,,._---□-,,C-F-,-,~~~~~~~~~~,,_I\-tO-"C_F ___ .....,_-'---~ 4' MIN \
NOT TO SCALE FULL 6"CF\
DET All 'D' -HANDICAP RAMP
27.5' ·~ I
-1 I EX SDG&E R/W
m w ~,'-I EASEMENT
§s ~ 1 ' -j I PROTECT
.u ~ I I IN PLACE e-5' 7 i -r1'w ']) & IPRO~OSED i/1 I --~1 '1--1L--
D.. w I SIDEWALK J_!, I ~ -/ ~ _ _ · / _______ I ~1-1 ~: EX C&G_/
,/---I '-e::: JOIN EX ;;,-0
GRADE I LEX REf x I WALL w
I NOT TO SCALE
SECTION C·C
1~ ~ I I I RAMP -<::::· 45' " r GUTTER
~R TACTILE STRIP
1-1/4" FOR RAMP t
TYP. LIP OF RAMP DETAIL
NOT FOR USE IN PUBLIC R/W
TYP. GROOVES DETAIL
CONTRACTOR TO
CONFORM TO
ADA STDS
O"CF
~ I')
<X)
BORDER GROOVES
8'
FULL 6"CF
, I 4' MIN li-\o_"_c_F _6_, _TY_P_-1I
NOT TO SCALE
DETAIL 'E' • HANDICAP RAMP
3'
1.5' 1.5'
3/8" LIP~
520-C-2500 CLASS CONCRETE
EXPANSION JTS. @ 60' 0.C.,
WEAKENED PLANE JTS. @ 15' O.C.
NOT TO SCALE
DETAIL 'F' V-GUTTER
1 '
X
':.,-
-
>--~ -
f--~ -
\_ PROPOSED
WALL
PVC (SDR-35)
o: oi ,--~ ~ SOLID WALL £"( 'l;/t, oo 1------1/ THRU WALL
""$'~~ ji:~~ /
o/J. 10~ 1• :~b~'C -2%. -
RETAINING WALL BACK ~ ~ . :;Jf:;:;)'>'/)))// ,
DRAIN -3" PERFORATED , '7/~i • 2&_
PVC (SDR-35) 1;• 0
00 ~;:· 2;, _,S
DO NOT CONNECT DRAINS ~ o
/ I ' CURB -
3" SIDEWALK UNDERDRAIN _/
PER SDRSD D-27
NOT TO SCALE
DETAIL 'G' • WALL DRAIN
~ SIDEWALK , I-R/W
,3 0.34' : t---8'--j
2'
520-C-2500 CLASS CONCRETE
EXPANSION JTS. @ 60' O.C.,
WEAKENED PLANE JTS. @ 15' O.C.
NOT TO SCALE
DETAIL 'H'
* 2" MIN IN AREAS
WHERE BLDG ABUTS
LANDSCAPING
BLDG
FACE
I FF
l
1.0' WIDE CONCRETE MOW STRIP
NOT TO SCALE
V·OUTTER
DETAIL 1'M1' -MOW STRI.P
CONSTRUCTION NOTES 0 PROTECT IN PLACE (ITEM AS NOTED)
0 ADJUST TO GRADE (ITEM AS NOTED)
1. CONSTRUCT 3" AC OVER NATIVE MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
2. CONSTRUCT 3" AC OVER 3" AB MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
3. CONSTRUCT 3.5" AC OVER 4" AB MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
4. CONSTRUCT 6" PCC OVER NATIVE
5. CONSTRUCT 6" CURB PER DETAIL A
6. CONSTRUCT 6" CURB AND GUTTER PER DETAIL B
7. CONSTRUCT PCC SIDEWALK PER DETAIL C
8. CONSTRUCT HANDICAP RAMP PER DETAIL D
9. CONSTRUCT HANDICAP RAMP PER DETAIL E
1 0. CONSTRUCT V-GUTTER PER DETAIL F
11. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD GS-12
12. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT
13. CONSTRUCT 2' WIDE WALL DRAIN PER DETAJL G
14. CONSTRUCT 3' WIDE WALL DRAIN PER DETAJL G
15. CONSTRUCT 4" PVC BACK DRAIN PER DETAIL SHT 6
16. CONSTRUCT ROOF DRAJN PER DETAIL J
17. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN AND CITY
OF CARLSBAD STO GS-16
18. CONSTRUCT ENHANCED PAVING PER ARCHITECT'S PLAN
19. CONSTRUCT MONUMENT SIGN PER ARCHITECT'S PLAN
20. CONNECT ROOF DRAIN TO STORM DRAIN
21. CONSTRUCT V-GUTTER PER DETAIL H
22. CONSTRUCT ROOF DRAIN PER DETAIL J
23. CONSTRUCT SWALE PER DETAIL K
24. SIDEWALK PER SAN DIEGO REGIONAL STD G-7 W=4.5' SEE DWG
NO. 404-3
25. CONSTRUCT MOW STRIP PER DETAIL M
30. REMOVE TREE
100. CONSTRUCT 6" PVC (SDR-35)
101. CONSTRUCT 8" PVC (SDR-35)
102. CONSTRUCT 12" PVC (SDR-35)
103. CONSTRUCT 18" RCP (D-2000)
104. CONSTRUCT 6" ROUND NOS GRATE (MODEL # 50)
105. CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 W=3.0'
106. CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD 300-2,
W=3.5'
107. CONSTRUCT 4" NOS ATRIUM GRATE
108. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 332-1
109. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 331-2
11 0. CONNECT TO EXISTING CATCH BASIN PER APWA STD 335-1
111. CONSTRUCT COS MODEL PMSU20 25
WHERE SIDEWALK OCCURS
PROVIDE RECTANGLE PIPE 3"
BEYOND SIDEWALK
ROOF DRAIN
SIZE
6" =
4" & 5" =
ADAPTER
SIZE
3"x 17"
3"x g Y2 "
3"x 6 ½"
ALHAMBRA FOUNDRY ROUND
TO RECT. PIPE ADAPTER
A-480 (CAST IRON)
6x6-10/10 W.W.M.
2.0' ON EITHER
SIDE PIPE
#4 BAR x 4' L0NG \
VARIES
SIDEWALK
" VARIES
BLDG FACE
CURB OR C&G .----~..,...>, \_i,."'-',,,_---rl-~ .. ~ ,r11-~-------
EPOXY ALL SIDES ROOF DRAIN PIPE
',,, I I I
I\L ALHAMBRA FOUNDRY A-470--
RECT. PIPE. SEE CHART
-----f---
I
ABOVE TO MATCH ARCH.
ROOF DRAIN
NOT TO SCALE
NOTE: FOR NEW CURB CONSTRUCTION ONLY
DETAIL 'J' -ROOF DRAIN
PLANNING DEPARTMENT APPROVAL
-~=· ·=o~,;;,;.c>c>. t;~~~,,,.i ~· =-.,__ D.m:: I /2:=1-/0;,
M!ClliEL J. Hllf:lJIDWI, PLANNING DIIIECTtlll
~ f'l 1 • L AL I. •• -"-C...=.cc...:c.---,,,(~5GiNl!D==,~lc.=..--+----DATE! \ ;-,_ "1/ D 3,
RECODENDED BY: £1'-IM I'--QU1<,,ES.H':[
(PRINT NAlli)
"AS
lll'ISPECTOR -./
BUILT"
rxo{o"tf-u,r,~
DATE
PROPOSED 0 4.5'
: 4.33' I , . .. I 2~ !57 ~ -
4
'-' -~ -.L -JOINEJ7 I l_
1----1----+----------------1-----1---+----1----1 GRADING AND EROSION CONTROL PLANS FOR:
-g::---.• ~ -2%4'-~ •PROPOSED GRADE 17-J
TJ, ""' _ SIDEWALK I -fp-,:':,~-~ ~ I c:, ~ PROPOSED I c'.5 ' Jl"-4 -REf WALL x ·
OPOSED PROPOSED u.J • INEERJNG.l!N"C.
EWALK RET WAUL NOT 7'0 SCALE O = f-4 .. r~ ·
SECTION N·N
' ' 1 1895 E. Yorbo Lindo Blvd., Ste 202 · = Placentia, "CA 92870
(714)572-6800 FAX(714)572-6850 DATE ' TIAL
Et,IGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARlSBAD OFFICE PARK
APPROVED LLOYD B. HUBBS lfy'
4,.,,?efC du-:~-/-,J,p-cJ
CITY ENGl'l<EERPE23889 EXPIRES 12/31 /05 ,,DATE
DWN BY: ELR · PROJECT NO.
CHKD BY: R,$:S:: PIP 02-03 RVWD BY: 01:g
DRAWING NO.
404-3A
--_j
' ' 'PROPOSE'.0.
12:1 SLOPE
.
\~-~
·;7,.a,.. ',
'·21 '
' ,1
•
4,,_,i_.-
'
, .. ••" ,,_ .. -·
-\ /
14 .:
•
I
,; ,,11
i!'1 ,,
10.44!
l
'
' ; :
' / !
, : I
'' I' i ,t
.L.,: .......
' ' ' i.GR-a ! ~-::..;'_
' )_; ' -----------! _.-'/""'.
: 10.
' . . 210. 9 , . ._, , , Ii 210. 9
...:. ''·. :-~ -r-~.''f2R....;;,,, .,., I ·: ,._'CJ1fJ •
' ·, ,'l---..
I
1
I
I
I
I
I I I -+
I
I
I
SEE TRASH ENCLOSURE
DETAIL HEREON
----212-:-
H -
LIMITS OF 3, B 0\1£R-E:x £Low BO
OF FOOTING TTOM
TYP. ALL BLDGs
5.0'
DEEPENED
FOOTING
REQUIRED
LIMITS OF OVER-EX
3' BELOW BOTTOM
OF FOOTING
TYP. ALL BLDGS
/ BLD.G E
FF/209.3
'
,----WALL B
SEE SHEET 4&6
WALL C
SEE
SHEET 4&6
209.
FF
208. ,
DEEPENED
FOOTING
REQUIRED
I
209.03
\-II'-L
r----x-/ _, ' \ I N ..: .· ,,
00 N':i,/ .--,-\\ O') VI Y • •l t "'
"-
"i
r2:os .....
CF > •
,,,
. 210.37
5;
'
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!
I
/
·11 .
• / I , _.:2
/ 212. 6 TC ;
-11 1\ 7ij f.S·!ff1
i' ,1 I
, I i
I i' I -------------
' ' '
210.00
F
210.00
.. ... ,ACS_'"'" ....... ,_,.,...... ................. . ........ ,,, •. , .... ..
G •··••• 209.5
TG-F. ,80
L I BLDG B
FF =210.0 I 23 J---tt-'1
LIMITS OF OVER-EX
3' BELOW BOTTOM
OF FOOTING
1YP. ALL BLDGS
7
DEEPENED
FOOTING
REQUIRED
8" SEWER
7
23
25 J----11,1
FUTURE DOOR
I
I
I
I
l·
I
I
I
I
EASEMENT NOTES:
TITLE REPORT
ITEM No.
DESCRIPTION
EASEMENT IN FAVOR OF SAN DIEGO GAS &
ELECTRIC FILED AS 81-252845 O.R. ON FILE IN
THE SAN DIEGO COUN1Y RECORDERS OFFICE
GRAPHIC SCALE
~ o 10 ro 40
1""1 ~-----~--·1"""1111'11, _1_; !
( IN FEET )
1 inch = eo fl
I t
OS
g,
"'
"
,~
'
" I .89 I
-END, so;
+69.01 IT SIA
"
,;212.16
FS
<t_ DRIVEWA
iSTA: 3+48. 0
)i
I
I
·FL1 20847FL 31' " I
-~.... I
1
"' .5% r· · · · 2s·
I _: --~ 0
; i ' ;
i:';i_-j
_· :_.: ' ' -: : '
·' i
' :
:~ (,1 0
•
•
•
•
r·
I
PC = 5#-3/ 38
OS
ONST
11
C 0
5.0'
" '
I :: i LINE OF SIGHT
SEE ENLARGED
AREA B SHT 4
• a_
:t
I
I
~
----+---;+-+--LINE OF SIGHT
\ ;
C C
•• i J I • '
CONTRACTOR NOTICES:
CONSTRUCTION NOTES 0 PROTECT IN PLACE (ITEM AS NOTED)
0 ADJUST TO GRADE (ITEM AS NOTED)
1. CONSTRUCT 3" AC OVER NATIVE MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
2. CONSTRUCT 3" AC OVER 3" AB MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
3. CONSTRUCT 3.5" AC OVER 4" AB MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
4. CONSTRUCT 6" PCC OVER NATIVE
5. CONSTRUCT 6" CURB PER DETAIL A
6. CONSTRUCT 6" CURB AND GUTTER PER DETAIL B
7. CONSTRUCT PCC SIDEWALK PER DETAIL C
8. CONSTRUCT HANDICAP RAMP PER DETAIL D
9. CONSTRUCT HANDICAP RAMP PER DETAIL E
10. CONSTRUCT V-GUTTER PER DETAIL F
11. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD GS-12
12. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT
13. CONSTRUCT 2' WIDE WALL DRAIN PER DETAIL G
14. CONSTRUCT 3' WIDE WALL DRAIN PER DETAIL G
15. CONSTRUCT 4" PVC BACK DRAIN PER DETAIL SHT 6
16. CONSTRUCT ROOF DRAIN PER DETAIL J
17. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN AND CITY
OF CARLSBAD STD GS-16
18. CONSTRUCT ENHANCED PAVING PER ARCHITECT'S PLAN
19. CONSTRUCT MONUMENT SIGN PER ARCHITECT'S PLAN
20. CONNECT ROOF DRAIN TO STORM DRAIN
21. CONSTRUCT V-GUTTER PER DETAIL H
22. CONSTRUCT ROOF DRAIN PER DETAIL J
23. CONSTRUCT SWALE PER DETAIL K
24. SIDEWALK PER SAN DIEGO REGIONAL STD G-7 W=4.5' SEE DWG
NO. 404-3
25. CONSTRUCT MOW STRIP PER DETAIL M
30. REMOVE TREE
100. CONSTRUCT 6" PVC (SDR-35)
101. CONSTRUCT 8" PVC (SDR-35)
102. CONSTRUCT 12" PVC (SDR-35)
103. CONSTRUCT 18" RCP (D-2000)
104. CONSTRUCT 6" ROUND NOS GRATE (MODEL # 50)
105. CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 W=3.0'
106. CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD 300-2,
W=3.5'
107. CONSTRUCT 4" NOS ATRIUM GRATE
108. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 332-1
109. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 331-2
110. CONNECT TO EXISTING CATCH BASIN PER APWA STD 335-1
111. CONSTRUCT CDS MODEL PMSU20_25
\-.U:.....Gel4S'FR\:JCl3" Pvc (S00=3&,...-F'ER SD~rr-D=-~ '"~_,.,""
I 115. Ct>Al~~a-.. •:::s.-7?50 ;?:A~c~~~~ s~°. .. ~-r
••·•~•:;:.,•;,Oii<. '~'-A~n,-,,•;,o. ~-·-"'"--...--' TREE
. 1 2
1 4
' "··•···.•··.:.•·, •.•. •.·.•.• •. ·.;.:,-.·,_ •. ,·,: .•. ' .....•. ·••·· . p 30 2~;~ . '.~ ' ·.:,),)\~---:··
17 \~ ...f •
-f<) "';:;
213 213· 4TC -14Fs
C
2.30
TRASH ENCLOSURE DETAIL
SCALE: 1"=10'
1. ALL WORK DONE IN RIGHT -OF WAY PER
SEPARATE PERMIT
2. CONTRACTOR TO VERIFY FLOOR SECTION
PRIOR TO GRADING OF PAD
SPECIAL NOTES:
1. SEE SHEET 4 FOR RETAINING WALL LAYOUTS
2. SEE SHEET 5 FOR STORM DRAIN LAYOUT (SEE
SHTS 3-4 FOR TOP Of GRATE (TG) ELEVATIONS
PLANNING DEPARTMENT APPROVAL "AS BUILT"
5
/M.<1Pa e~@ 1 DATE: 1 /1..=r/o 3 (SI! ) ~~ J/.ua,• k-i!i~
.IIICIIAEL J. tml/DIIJJBR, {',LANNING DIIIICTOII DATE
';,N,MN?A (~µ\~ DATE: 1 /2.1/ D~
IIECOMMl!NDED BY: SA\ I'/\ f', & U ~ E S\-f Y
(-NMIR)
1-----+--+--------------+---;---t-----;----i I SH3EET I CITY OF CARLSBAD ~
ENGINEERING DEPARTMENT ~ :=:==-==========::.::::=:::::;
80
; t. Yorba Linda Blvd, Ste 202
Placentia, CA 921l7u
(714)572-6800 FAX(714)572-6850 ENGINEER Of WORK REVIS10N DESCRIPTION
DATE INITIAL DATE INITIAL
O'lHER APPROVAL CITY APPROVAL
GRADING AND EROSION CONTROL PLANS FOR:
CARI.SBAD OFFICE PARK
APPROVED LLOYD B. HUBBS tJ'r
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CITY ENGltltEE'.R PE t'.3889 EXPIRES 12 31 05 DA TE
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CHKD BY: P,s.::r:: PIP 02-03 RVWD BY: Col<.
DRAWING NO.
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~0001:. SIG+.! lt> 151:Htt.lt> SWALE
RjW
1.0' MA)( NiW LOCATION
I 54• i
SIGN RELOi~~~ION DETAIL
MO'/£ AND U!,.OCIITE SWALE
STA: !i-1-06-83 -----------
RELOCATE WAI.I. A$ NE6t>l!O /('
ST STA: i1-t-i6-1~ ~ D~~~~:tT:~;;~~Ft:~~~1/
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0 ADJUST TO GRADE (ITEM AS NOTED) ENLAR~ED'\AfiEA ~
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1. CONSTRUCT 3" AC OVER NATIVE MINIMUM-FINAL SECTIONS TO BE I ~-'-__ I
BASED ON FINAL R-VALUE ' 1
2. CONSTRUCT 3" AC OVER 3" AB MINIMUM-FINAL SECTIONS TO BE II 11 . ·• •,
BASED ON FINAL R-VALUE
3. CONSTRUCT 3.5" AC OVER 4" AB MINIMUM-FINAL SECTIONS TO BE I I
BASED ON FINAL R-VALUE I I
4. CONSTRUCT 6" PCC OVER NATIVE I I
5. CONSTRUCT 6" CURB PER DETAIL A I I
6. CONSTRUCT 6" CURB AND GUTTER PER DETAIL B I I
7. CONSTRUCT PCC SIDEWALK PER DETAIL C I I
8. CONSTRUCT HANDICAP RAMP PER DETAIL D I I
9. CONSTRUCT HANDICAP RAMP PER DETAIL E I I
10. CONSTRUCT V-GUTTER PER DETAIL F I
11. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD GS-12 I :
12. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 12 1 +32.5 1: PT
13. CONSTRUCT 2' WIDE WALL DRAIN PER DETAIL G RET WALL H I
14. CONSTRUCT 3' WIDE WALL DRAIN PER DETAIL G I
15. CONSTRUCT 4" PVC BACK DRAIN PER DETAIL SHT 6 12 1 +41.17 END I
16. CONSTRUCT ROOF DRAIN PER DETAIL J RET WALL H
17. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN AND CITY SEE PROFILE SHT 7
OF CARLSBAD STD GS-16
18. CONSTRUCT ENHANCED PAVING PER ARCHITECT'S PLAN
19. CONSTRUCT MONUMENT SIGN PER ARCHITECT'S PLAN
20. CONNECT ROOF DRAN TO STORM DRAIN
21. CONSTRUCT V-GUTTER PER DETAIL H
22. CONSTRUCT ROOF DRAIN PER DETAIL J
23. CONSTRUCT SWALE PER DETAIL K
24. SIDEWALK PER SAN DIEGO REGIONAL STD G-7 W=4.5' SEE DWG
NO. 404-3
25. CONSTRUCT MOW STRIP PER DETAIL M
30. REMOVE TREE
1 00. CONSTRUCT 6" PVC (SDR-35)
101. CONSTRUCT 8" PVC (SDR-35)
1 02. CONSTRUCT 12" PVC (SDR-35)
103. CONSTRUCT 18" RCP (D-2000)
104. CONSTRUCT 6" ROUND NDS GRATE (MODEL # 50)
105. CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 W=3.0'
106. CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD 300-2,
W=3.5'
107. CONSTRUCT 4" NDS ATRIUM GRATE
108. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 332-1
109. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 331-2
110. CONNECT TO EXISTING CATCH BASIN PER APWA STD 335-1
111. CONSTRUCT CDS MODEL PMSU20_25
112. CONSTRUCT 3" PVC SDR-35 PER SDRSD D-27
12 1 +37.0 END
RIT WALL G
SEE PROFILE
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SEE PROFILE SHT 7
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SDG&E FACILITIES
SDG&E EASEMENT
PROPOSED STREET
LIGHT LOCATION
EXIST! NG STREET LIGHT
TO BE RELOCATED
1 +00 BEGIN 12 RET WALL H
SEE PROFILE SHT 7
CONTRACTOR NOTICES:
1. ALL WORK DONE IN RIGHT -OF WAY PER
SEPARATE PERMIT
2. CONTRACTOR TO VERIFY FLOOR SECTION
PRIOR TO GRADING OF PAD
GRAPHIC SCALE
2J) 0 10 20 "° eo ~-ad I 1 ___ _____JI
(IN FEET)
1 inch = 20 ft.
PLANNING DEPARTMENT APPROVAL "AS BUILT"
IMtl&t~M:oCk"" ( .
DATI!: I /z;+/o~
IIICllAEL J. IIOJ;ZlfflJRR PLANNING lllllECTOR
DATI: I /2.1/ 0~
RllCIIIIIIENDlll BY: S I" IM :f\ & \JRf, SH 't (PIIIIIT NAll£) •
1---l----+------------J....---l---1----1-~ LI S=HEtE=T '...=I =C=I=TY::::::=:::=O=F=C=A=R=L=S=B=A=D=' ~' S=HEEB=T=S I ~ ENGINEERING DEPARTMENT
DATE INITIAL DATE INITIAL DATE
ENGINEER GF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL
GRADING AND EROSION CONTROL PLANS FOR:
CARLSBAD OFFICE PARK
APPROVED LLOYD B. HUBBS 6Y'
.e-4~· .. l?w!,,C:"'"'"'~~/r....,J,.v,;,=:.:~q.~!!!!..~1G. ___ ~_~ /·3~ -41"3
CITY ENGiNtER PE !5889EXPIRES 12 31 05 DATE
DWN BY: ...tl,.B__
CHKD BY:~
RVWD BY: PE@.
PROJECT NO.
PIP 02-03
--------
DRAWING NO.
404-3A
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8 CONSTRUCT STORMWATER
POLLUTION CONTROL DEVICE
CDS TECHNOLOGIES INC.
MODEL NO PSU20_25
WITH GREASE AND OIL
SEPARATION (NO KNOWN EQUAL)
(PHONE 408-779-6363)
TO BE ACCESSED FOR MAINTENANCE
FROM PARKING LOT
STORM DRAIN LINE TABLE
LINE LENGTH BEARING SIZE
L1 20.92 S32'04'22"W 18"
L2 4.12 S45"04'51"E 1 8"
L3 18.59 S32'17'07''W 12"
L4 82.36 N57'55'38"W 18"
LS 78.8! N32'04'22"E 18"
L6 18.45 N85' 19' 19"W 8"
L7 5.28 S46"31 '22"W 8"
LS 8.38 N81 "23'28"E 18"
L9 101.40 N39'08' 58"E 8"
L10 44.11 S32'04'22"W 6"
L 11 39.18 N57'03'08"W 6"
L12 29.61 S34' 33'08"E 6"
L13 23.65 N45' 48'08"W 8 ..
L14 16.30 S10'26'52"W 8"
L 15 51.17 S42"24'07"W 12~·
L 16 26.92 N49"57' 15"W 12"
L 17 22.12 S79'33'08"E 12"
L18 61.94 S53'50'21 "E 8"
L19 52.55 S31"23'12"W 6"
L20 49.84 N78'27' 16"W 18"
L21 73.97 N57'55'38"W 18"
L22 18.73 N77'04'22"E 18"
L23 32.47 S40'33'58"W 12"
L24 26.73 N32'04'22"E 12"
L25 10.59 N77'18'06"E 6"
L26 9.89 S59"59'09"E 6"
L27 54.84 S43"28'3_8"E 18"
L28 118.43 S59"48'57"E 18"
L32 35.07 S75'11 '21 "W 6"
L33 11.97 S79' 34' 12"E 18"
L34 20.01 N26'44'56"W 8"
L35 43.60 S63' 15'04"W 12·
L36 26.39 S32' 17'07"W 12·
L37 36.03 N55'07' 19"W 8"
L38 48.14 N58'59'12"W 6"
L39 49.04 S22'50'25"W 12"
L40 44.43 S36'05'08"W 12"
L41 43.81 N30'11 '21 "E 6"
L42 5.08 S85'23'59"W 18"
SECTION X-X
1 o·
10'
2.75'
10' I-
STORM DRAIN CURVE
CURVE LENGTH RADIUS DELTA
C1 30.30 22.50 77'09'13"
C2 8.50 22.50 21"38'34"
C3 35.34 22.50 go·oo'oo"
C4 17.67 22.50 45·00'00"
cs 8.06 22.50 20'31 '38"
C6 36.08 22.50 91'53'19"
CONSTRUCTION NOTES 0 PROTECT IN PLACE (ITEM AS NOTED)
0 ADJUST TO GRADE (ITEM AS NOTED)
TABLE
TANGENT SIZE
17.95 18"
4.30 18"
22.50 18"
9.32 18"
4.07 1 8"
23.25 18"
1. CONSTRUCT 3" AC OVER NATIVE MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
2. CONSTRUCT 3" AC OVER 3" AB MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
3. CONSTRUCT 3.5" AC OVER 4" AB MINIMUM-FINAL SECTIONS TO BE
BASED ON FINAL R-VALUE
4. CONSTRUCT 6" PCC OVER NATIVE
5. CONSTRUCT 6" CURB PER DETAIL A
6. CONSTRUCT 6" CURB AND GUTTER PER DETAIL B
7. CONSTRUCT PCC SIDEWALK PER DETAIL C
8. CONSTRUCT HANDICAP RAMP PER DETAIL D
9. CONSTRUCT HANDICAP RAMP PER DETAIL E
10. CONSTRUCT V-GUTTER PER DETAIL F
11. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD GS-12
12. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT
13. CONSTRUCT 2' WIDE WALL DRAlN PER DETAIL G
14. CONSTRUCT 3' WIDE WALL DRAIN PER DETAIL G
15. CONSTRUCT 4" PVC BACK DRAIN PER DETAIL SHT 6
16. CONSTRUCT ROOF DRAIN PER DETAIL J
17. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN AND CITY
OF CARLSBAD STD GS-16
18. CONSTRUCT ENHANCED PAVING PER ARCHITECT'S PLAN
19. CONSTRUCT MONUMENT SIGN PER ARCHITECT'S PLAN
20. CONNECT ROOF DRAIN TO STORM DRAIN
21. CONSTRUCT V-GUTTER PER DETAIL H
22. CONSTRUCT ROOF DRAIN PER DETAIL J
23. CONSTRUCT SWALE PER DETAIL K
24. SIDEWALK PER SAN DIEGO REGIONAL STD G-7 W=4.5' SEE DWG
NO. 404-3
25. CONSTRUCT MOW STRIP PER DETAIL M
30. REMOVE TREE
100. CONSTRUCT 6" PVC (SDR-35)
101. CONSTRUCT 8" PVC (SDR-35)
1 02. CONSTRUCT 12" PVC (SDR-35)
103. CONSTRUCT 18" RCP (D-2000)
1 04. CONSTRUCT 6" ROUND NDS GRATE (MODEL # 50)
105. CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 W=3.0'
106. CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD 300-2,
W=3.5'
107. CONSTRUCT 4" NOS ATRIUM GRATE
108. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 332-1
109. CONSTRUCT JUNCTION STRUCTURE PER APWA STD 331-2
110. CONNECT TO EXISTING CATCH BASIN PER APWA STD 335-1
111. CONSTRUCT SQ;,,_,MQpEL PM~ .. Zfa---.---c------.__ K -,4~ -OONS. ··_T_RUe'f ... 3" P_ vc fs.·1'.Jf(:'.35) PER ..s~~s-D D .. -_ 2_ 7 --:;--I-·._ /I?,. C o.lS~ 1~T1o,J 57ZU~ r"'"IL ,f-/tJ'4 :int'?, • {
.. /''·•···· r•···-,.. j~-.. -~ •, .. ,. ___ r--......__;
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I FINISHED SURFACE
I
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PROPOSED--. A:
18" RCP V1
PROPOSED EASEMENT --j
11-+-~II __ PROPOSED
8" WATER I I--PROPOSED EASEMENT
t : PROPOSED 8" SEWER
GRAPHIC SCALE
30 0 15 30 60
I -~ •. -r ! I I
( IN FEET )
1 inch = 30 ft.
PLANNING DEPARTMENT APPROVAL
/AAuQ,,.,.~~q 1 DATI!: ifr1/t>3
IIICHAEL l. 1!111,Zi!D)l;ER, PLAN!IING llllll!CTOR
Rl!COIIMEMIEIJ BY· Si\ IM -I'--. & V~tSI-\ Y ' (PIIINT !!all)
120
I
"AS BUILT"
d c. _t1_ .4-~-'6-ot/
~<ftflS' EXP. ~-3t-~ ft> DATE
l----+----+--------------+---+---1---+-----I I SH5EET I CITY OF CARLSBAD I SH~TS I
~==-===EN=G:::::IN=E=E=R=IN=G=D=E=PA=R=TM::::::::EN=T==::::::..====:
ANJON
GINEERING, !INC.
895 E. Yorba Undo Blv{J., Ste 202
"-'=::cJ Placentia, CA 92870
(714 )572-6800 FAX(714)572-6850
------~----------
1----1----t-----------------t----1---+---+----1 GRADING AND EROSION CONTROL PLANS FOR:
DATE DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD OFFICE PARK
APPROVED LLOYD B. HUBBS or
4,-& ~ #. J/4/~
CITY ENG17ER PE i:3ii89E:xPIREs 12 31 05
OWN BY: -!EL-0-~ PROJECT NO.
CHKD BY:--':::~:-:';.::!:,!,_;--PIP 02-03 RVWO BY: ll
·-----------___ ! __ _
/•31; ~c3
DATE
DRAWING NO.
404-3A
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RETAINING WALL A PROFILE
.,,. .,,. .,,.
.,,. .,,.
.,,. .,,.
STA: 2+16.12 ELEV: 215.67
.,,. .,,. .,,. STA: 1 +93.36 ELEV: 215.00
STA: 2+58.45 ELEV: 215.67
I ----I --------... -----------STA: 2+66.57 ELEV: 215.00
STA: 1+65.79 ELEV: 218.08
STA: 1+51.85 ELEV: 218.75
STA: 1+29.68 ELEV: 218.75
STA: 1+18.71 ELEV: 218.08 I ----~--,
:;..cc..;;._:....c..c.=-'-'=.:....::.=c..._--,1------',/ / \L..L ____ --\
STA: 1+11 ELEV: 217.41 , -_
RETAINING WALL B PROFILE
STA: 2+26.22 ELEV: 218.75
STA: 2+26.22 ELEV: 218.08 STA: 3+00 ELEV: 218.75
STA: 4+14.29 ELEV: 218.08
STA: 3+87.80 ELEV: 218.75
STA: 4+25.60 ELEV: 218.75
----___ ---="-"+-EXISTING GRADE @
UP OF WJ\,LL GUTTER
.,,.
/ ~ 1+73.22 ELEV: 214.34 '-, I ,J STA: 2+72.41 ELEV: 214.34
I / / / ""\. '\'-----------'.,,. ------
S::..:T'-"A:_1cc.+..:.;05:..:..6:..::8....:E=LEV=:....: c:.21;.:c6"-.75"---__,,........, / • , __. ..-
/ ...__ ----I
4-1 -PROPOSED GRADE@
/ --/ STA: 1 +57.77 ELEV: 213.67 .,,. .,,. .,,. / ________ .,... __ ,,.. ,,,, I __ ..,.,,._,,,,-
sTA:,,,,1 +42.99 ELEV: 213.00 -------------1 _.,,..,,.
STA: 1+29.27 ELEV: 212.34 ------'-------'---"-'--..---.....,,...,..
STA: 1 +17.07 ELEV: 211.67 I . .,,. .,,. .,,. ::..::..::....:....:..:..:...:;:..:.....:=.:....::.:..:..:..::.:......---,1 ___________ ,.,,..
STA: 1 +05.75 ELEV: 211.00 ,. ,,,----------..---....-
STA: 1 +00 ELEV: 210.33
.,,. .,,.
/ /
.,,.
/ -----------
---.----"--....C.....---"=----"---'-
( ,,.,.,.. __ ST_A:_2_+_74_.9_2_E_LEV_: _21_3_.67
-----+--PROPOSED GRADE @
LIP OF WALL GUTTER --.:::--
-_ ------------...__r---PROPOSED GRADE @
__ ----EXPOSED FACE
STA: 2+74.92 ELEV: 211.00
STA: 2+ 13.34 ELEV: 210.34
I
I
.,,. .,,.
STA: 1 + 72.66 ELEV: 209.67
,/
STA: 1+00 ELEV: 207.00
/
/
/
I
/
/
I
/
STA: 1+45.17 ELEV: 209.00
I STA: 1+31.91 ELEV: 208.34
STA: 1+20.10 ELEV: 207.67
STA: 1+10.05 ELEV: 207.00
STA: 1 +00 ELEV: 215.42
I
I
I
I
I
I
I ----I EXPOSED FACE OF WALL
I
I
I
I
/---------------I
_____________ / ',...._ /,_..__S_~_-_4+_2_5_.6D_ELEV_:_2_14_.08_
--------------------....__ I -------..... ------'...._ I
-------STA: 3+61.20 ELEV: 212.75 I ',...._...._ / ,.....,.. __ S~TA:_·_4_+=20....:,8~6....:E=LEV~=-2~1~2-_75
I STA: 1+62.48 ELEV: 212.08 STA: 3+74.40 ELEV: 212.08 I -----
"" STA: 1 +00 ELEV: 212.08
STA: 2+99.40 ELEV: 212.75 STA: 3+87.80 ELEV: 211.41 STA: 4+ 17.44 ELEV: 211.41
RETAINING WALL C PROFILE
RETAINING WALL PROFILE & DETAIL SHEET STA: 1 +45.40 ELEV: 213.67 STA: 1+58.72 ELEV: 213.67
Bin MAS W/#5@16in o;c ___ ,__----,...-,
SOLID GROUT --------
#4@24
12in MAS W/#6@8in 0/C • •
SOLID GROUT--------
(RETAINING WALLS PER SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY)
2' CAP
7'_4•
V BACK DRAIN PER DETAIL THIS SHEET
-3• /
/----" 2'-8"
Bin MAS W/#4®24in 0/C
SOLID GROUT
#4@24
2' CAP
• •
r---
4'-0"
-2 3/4'
6'-Q"
STA: 1+29.88 ELEV: 213.01 STA: 1+72.32 ELEV: 213.01 ---~
_.. ---" STA: 1+14.37 ELEV: 212.34 I RETAINING WALL D PROFILE
I ---" STA: 1 +02.80 ELEV: 211.67 _.-.,,.,., '--STA: 1 + 79.02 ELEV: 211.67 STA: 1+31.38 ELEV: 212.60 ---------.--~ -,..,,. ./ ', I
,., STA: 1 +85.81 ELEV: 211.01 ---" L---,-.....c.cc.:..._.;..c.;:=..c...=:~-=-~ \ <:: ', I EX GRADE ---t----,._____ '-. STA: 1 +BB.19 ELEV: 210.34
STA: 1+11.10 ELEV: 212.60
PROPOSED GRADE @ ---:c..---_ '-
EXPOSED FACE ---------=---=---'-. +--PROPOSED FS GRADE ---- - ---~ --=------:i:
S;:..;T:..::.A:_l_+.:...00'-='EL=EV~=-=2-11-·9_4_-.-_ __,I _,.. ,,,--~-PROPOSED FS GRADE
/
STA: 1 +02.80 ELEV: 209.00
STA: 1 +21.58 ELEV: 208.33 I
STA: 1 +88.19 ELEV: 20.!l.33
2• CAP
Bin MAS W/#4@24in 0/C
SOLID GROUT --t---~I -
#4@24 -i-2 3/4" 3' -6" 4' -0"
,,,--I--BACK DRAIN PER
STA: 1 +00 ELEV: 206.60
/ , ---/ --------"+--EX GRADE -
v-PROPOSED GRADE
-------___,;t_ @ EXPOSED FACE OF WALL
STA: 1 +31.38 ELEV: 208.60 /
/ NATIVE EARTH
~ mM I Jl;;'L il ,__N-=m!rr: I In 2·MAX
-~"rflln I :::'!IT-;[ -
1 CF/LF PEA GRAVEL
WRAPPED IN MARAFI
FILTER FABRIC-140N
t----+------lf------lf I
I I
I I
t----+------lf------111 #5@16.in I
• I [@HEEL1
'\ ✓FlLLET
12in MAS W/#5@16in o/c_ \. ----+-I/
SOLID GROUT ~ ,:.. I/
F.G.~ ,--------------✓ DETAIL THIS SHEETW·· ALL BACK DRAIN & BACKFILL DETAIL
g~~L Df~~ ri:ET ,-.. , -... "" -.. ·t-----='1--1i #5@r N T S
1'-o• I @ HE~L • ' •
l I
'--/
/ 3•
• • • 10·
l
3 1/2" -
3•-l-
#4@24.in 1 '-6'
1-------------5'-10·---------1
INTERIOR ON-SITE
7FT-41N RETAINING WALL
SPECIAL INSPECTION REQUIRED
FOR 12" BLOCK AND REINFORCEMENT
N.T.S.
SEE ALSO SHT 7 FOR
ADDITIONAL WALL
STRUCTURAL SECTIONS
' • • •
i---2'-Qu __ _,
10·-l-8"-1-----2·-2·----+--
1--------3'-8"------l
INTERIOR ON-SITE
6FT RETAINING WALL
N.T.S.
3•
t 10·
3 1/2" -
1'-0"
l
+--2· EMBED,, I J "-, __ / I t-t----,...-~-~-+-
1 3• I • f 10· 10·
I
• • • I 3 1/2'] I e·
I
1------2·-s·----1
INTERIOR ON-SITE
4FT RETAINING WALL
N.T.S.
•• r~ ---. . . !Y, J.1"4i'
. ~ 95 E. Yorba Lind: vd., S!e 202 = Placentia, CA 92870
(714)572-6800 FAX(714)572-6850
PLANNING DEPARTMENT APPROVAL
1MuR.a%.,,O-Oe..., DATE: l/z-rfa$
IIICBAEL J. l!OLZlllU1ilR, PLINDIG DlllllC'lOR
DP"''""'"""'Pn BY· <; ;,._ \'N\t, &\JR E: s H '1 """""""'""" . (l>IUTNm)
"AS BU IL T"
t'"" U,RtP-
~lEWED BYO:
! '"" 0
INSPECTOR /
I SH6EET I CITY OF CARLSBAD I SH~TS I 1------+--+----------------+-----+---1----+----1 ENGINEERING DEPARTMENT
l----+--+---------------+----+--1----+----I
1----+--+---------------+----+--t----+----1 GRADING AND EROSION CONTROL PLANS FOR:
CARl.SBAD OFFICE PARK
APPROVED LLOYD B. HUBBS /1 Y
!-----+--+---------------+----+--t----+----1 ,t.&tr:iitd~'~!ie:;f..{.-1:::.~""~~-~-:f,C_ ______ t·?p •e,3
CITY ENwi'ER PE#n88i EXPIRES 12/31 /05 DA TE
DATE l~I "IAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
01HER APPROVAL CITY APPR-OVAL
DWN BY: ~ PROJECT NO. DRAWING NO.
2~~ ~~~ Riif-~P_I_P __ O_2_ -_O_3~~4_0_4_-_3_A~·
_____ _j
--------------
RETAINING WALL. PROFILE SHEET
(RETAINING WALLS PER SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY) STA: 6+90.15 ELEY: 207.87 STA: 7+05.01 ELEY: 207.87
RETAINING WALL G PROFILE
STA: 1 +03.09 ELEV: 212.95
STA: 1+00 ELEV: 212.29
PROPOSED GRADE
\
PROPOSED GRADE --,i-; ,,.-
'--/
STA: 1 +00 ELEV: 208.48
STA: 1 +02.84 ELEV: 207.81
PROFllE SCALES:
HOR 1"=20'
VER 1" =2'
/ / /
STA: 1+21.45 ELEV: 212.95
/
STA: 1 +35.34 ELEV: 212.29
STA: 1 +37 ELEV: 211.62
EXISTING GRADE
STA: 1+37 ELEV: 209.15
STA: 1 +32.60 ELEV: 208.48
STA: 1+19.20 ELEV: 207.81
RETAINING WALL E PROFILE
STA: 1 +00 ELEV: 199.20 STA: 1 + 24.44 ELEV: 199.20
STA: 1 +42.37 ELEV: 198.53
STA: 1 +56.55 ELEV: 197.87
RETAINING WALL H PROFILE
STA: 1 +24.23 ELEV: 215.49
STA: 1+15.59 ELEV: 214.82
STA: 1 +oo ELEV: 214. 16
PROPOSED GRADE_,____
PROPOSED GRADE
STA: 1+00 ELEV: 210.15
STA: 1 + 12.98 ELEV: 209.48
STA: 1 +25.95 ELEV: 208.82
SEE SHEET 6 FOR RETAINING WALL
STRUCTURAL SECTION AND BACKFILL
STA: 1 +38.01 ELEV: 215.49
STA: 1 +39.84 ELEV: 212.82
STA: 1+41.17 ELEV: 212.16
EXISTING GRADE
STA: 1 +41.17 ELEV: 208.82
w z -_J
I u r-
<(
2
00
(j)
• EXISTING GRADE 3'
LEFT OF EXPOSED
FACE OF WALL STA: 1 +70.74 ELEV: 197.20 (D
(j)
STA: 1 +00 ELEV: 195.20
STA: 1+12.47 ELEV: 194.53
STA: 1 +24.94 ELEV: 193.87
STA: 1 +37.22 ELEV: 193.20
STA: 1 +49.69 ELEV: 192.53
STA: 1 +62.30 ELEV: 191.87
STA: 1+75.05 ELEV: 191.20
STA: 1+83.23 ELEV: 196.53
STA: 1 +94.57 ELEV: 195.87
STA: 2+05.92 ELEV: 195.20
STA: 2+17.09 ELEV: 194.53
STA: 2+29.86 ELEV: 193.87
STA: 2+47.00 ELEV: 193.20
STA: 2+63.88 ELEV: 192.53
STA: 2+81.03 ELEV: 191.87
STA: 2+97.80 ELEV: 191.20
+
t')
STA: 6+79.83 ELEV: 207.20
RETAINING WALL NOTES STA: 6+69.66 ELEV: 206.53
/
/"'
/ '-
/ '-
STA: 7 +08 ELEV: 207 .20
WALL CONSTRUCTION SPECIFICATIONS RETAINING WALL E PROFILE STA: 6+61.75 ELEV: 205.87 /
/
/
/
/
/ 1. 2" CEMENT MORTAR CAP REQUIRED ON FINISHED TOP OF ALL
RETAINING WALLS STA: 6+54.29 ELEV: 205.20 /
/
/
/
/
2.
3.
4.
5.
6.
7.
8.
9.
10
11
1 2
13
5
0
_J
w
(D
w
w
(/)
WEEP HOLES -OMIT GROUT FROM VERTICAL JOINT IN FIRST COURSE
ABOVE PROPOSED FINISHED GRADE LINE AT 32" CENTERS
CONCRETE FOR FOOTINGS SHALL BE 650-C-4000 OR 650-C-4000P.
ALL SPLICES SHALL BE LAPPED A MINIMUM OF 40 DIAMETERS
NO SPLICES SHALL BE ALLOWED IN VERTICAL BARS EXCEPT AS SHOWN
ON THE DETAILS
VERTICAL CORES CONTAINING STEEL SHALL BE FILLED SOLID WITH
GROUT AND THOROUGHLY RODDED.
ALL CORES SHALL BE FILLED SOLID.
MASONRY UNITS SHALL BE MADE WITH SAND-GRAVEL AGGREGATE
AND SHALL CONFORM TO ASTM C-90 FOR GRADE N-1 UNITS
G.ROUT FOR SPACES OF LESS THAN 4" CLEAR SHALL BE 1 PART
PORTLAND CEMENT AND 2-1/4 TO 3 PARTS SAND.
EXPANSION JOINTS SHALL BE PLACED AT 40'-0" CENTER TO CENTER
1 / 4" PREMOLDED EXPANSION JOINT FILLER
REBAR SHALL BE GRADE 60
TOE OF FOOTING SHALL BE POURED AGAINST UNDISTURBED SOILS
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
STA: 6+46.94 ELEV: 204.53
STA: 6+39.48 ELEV: 203.87
/ STA: 6+31.72 ELEV: 203.20 /
STA: 6+24.07 ELEV: 202.53
STA: 6+ 16.31 ELEV: 201.87
/
/
/
/
/
/
/
STA: 6+D8.55 ELEV: 201.20 /
STA: 6+00.90 ELEV: 200.53
STA: 5+93.14 ELEV: 199.87
STA: 5+85.40 ELEV: 199.20
STA: 5+77.78 ELEV: 198.53 /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ STA: 7+08 ELEV: 204.53
/
/ STA: 7 +05.51 ELEV: 203.87
STA: 6+97.83 ELEV: 203.20
STA: 6+90.04 ELEV: 202.53
STA: 6+82.24 ELEV: 201.87
STA: 6+74.57 ELEV: 201.20
STA: 6+66.77 ELEV: 200.53
STA: 6+58.97 ELEV: 199.87
STA: 6+51.28 ELEV: 198.53
REFER TO APWA STD 618-0 AND SOILS REPORT FOR ADDITIONAL NOTES STA: 5+70,04 ELEV: 197.87
/
/
/
/
/
/
STA: 6+35.67 ELEV: 197 .87
EXISTING GRADE 3'
LEFT OF EXPOS ED
FACE OF WALL
STA: 5+62.30 ELEV: 197.20
STA: 5+55.83 ELEV: 196.53
STA: 5+49.98 ELEV: 195.87 /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
STA: 6+27.99 ELEV: 197.20
STA: 6+20.18 ELEV: 196.53
STA: 6+ 12.38 ELEV: 195.87
/ /
STA: 5+44.12 ELEV: 195.20
STA: 5+38.35 ELEV: 194.53
STA: 5+32.49 ELEV: 193.87
STA: 5+26.41 ELEV: 193.20
STA: 5+ 19.52 ELEV: 192.53
/
STA: 5+12.53 ELEV: 191.87
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
STA: 6+04.69 ELEV: 195.20
STA: 5+96.88 ELEV: 193.87
STA: 5+81.39 ELEV: 193.20
STA: 5+73.59 ELEV: 192.53
STA: 5+65.78 ELEV: 191.87
2" CAP
••
STA: 5+05.48 ELEV: 191.20 /
/
/
/
/
/
/
/
STA: 5+5!!.09 ELEV: 191.20 Bin MAS w//f4®241n o/c
STA: 4+98.32 ELEV: 190.53
STA: 4+91.22 ELEV: 189.87
STA: 4+82. 78 ELEV: 189.20
4+ 73.64 ELEV: 188.53 /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ STA: 5+50.29 ELEV: 190.53
/
STA: 5+42.49 ELEV: 189.87
STA: 5+34.80 ELEV: 189.20
STA: 5+26.99 ELEV: 188.53
STA: 4+64.11 ELEV: 187.87 /
/
/
/ STA: 5+19.19 ELEV: 187.87
STA: 4+64.11 ELEV: 187.20
-·-·-· -·---
..._ ..._ ------
...L
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
STA: 5+11.50 ELEV: 187.20
STA: 5+03.70 ELEV: 186.53
STA: 4+95..89 ELEV: 185.87 _______________ ,....,.,. STA: 4+88.20 ELEV: 185.20
PROPOSED GRADE@
BACK OF PROPOSED 5'
SIDEWALK
STA: 4+80.40 ELEV: 184.53
STA: 4+72.59 ELEV: 18.3.B7
STA: 4+64. 11 ELEV: 183.20
PROFILE SCA! FS·
HOR 1"=20'
\IER 1• =2'
SOUD GROUT-1--I
#4®24 2 3/4"
/ ' I
I #5@1i6.in
I @ HEJEL
/
3•
• • • -,
•
L..-...J-1..
6" _ I
6"--J-1'-2"
2'-2"'
PERIMETER
3'-6"
4"-0"
10"
STA: 1 +87.99 ELEV: 190.53 STA: 3+14.26 ELEV: 190.53
STA: 2+00.93 ELEV: 189.87 STA: 3+30.98 ELEV: 189.87
• •
Bin MAS W/#4@24in 0/C
SOLID GROUT --.J----t--1
4'-0"
2 3/4"
#4@24
FlLLET 6'-0"
3"
/ " 2' -o"
2" EMBED
#5~16.
@ EE
/
2" 3•
• t I 10
3 1/2"
1'-0"
._____.J_
I 2'-4" f--10•-.. ___ :;__ __ ..-j
3'-6"
1------3'-8"'-----l
STA: 2+13.67 ELEV: 189.20
STA: 2+26.61 ELEV: 188.53
STA: 2+40.76 ELEV: 187.87 ..._ ..._
STA: 2+57.40 ELEV: 187.20
..._ ..._ -
STA: 2+ 74.29 ELEV: 186.53
STA: 2+91.18 ELEV: 185.87
STA: 3+07.82 ELEV: 185.20
BACK DRAINS PER
DETAJL SHEET 6
STA: 3+47.63 ELEV: 189.20
STA: 3+ 71.98 ELEV: 188.53
PROPOSED GRADE@
BACK OF PROPOSED 5'
SIDEWALK
STA: 3+96.98 ELEV: 183.20
3+96.98 ELEV: 187.87
. .._,_ ___ . __ _ -----
..._ --------
-----------------✓
w w
00 z -(j) _J
FRofolr ~ ~11!1> ~---"ol,.....,..Qi.. 1514 5'300(12.)
__ ..,,GCOU=:..::-::..::U:::111::;:£:..,, '---=--<11,00,wun(l' -0") ; 'I
(D u
0
(D
<(
PERIMETER
6FT RETAINING WALL
N.T.S.
SEE ALSO SHT 6 FOR ON-SITE
WALLS STRUCTURAL SECTIONS
D\1111\(1 /4") PRt!MOL1>51>
fX'°AtlSION JO
RUM
Ill() T TO StAI.E
f5M(l+)l!00{1Z)
ur
LI
I
0) r-t <(
t') 2
w
w
(/)
/f4 1 '-0" TOT. 6
#2-8 TOT. 4
I A A A
~ '-----/ /
......__ ----------R ET Al NIN G WALL UTILl1Y OPENING
MAX SlZE OF OPENING (A) = 12"
MAX SPACING 8' O.C.
4FT RETAINING WALL
N.T.S.
SEE ALSO SHT 6 FOR ON-SITE INTERIOR
WALLS STRUCTURAL SECTIONS
2-/f8xA+4' -0" TOT. 4
(OMIT FOR "A" LESS THAN 12")
PLANNING DEPARTMENT APPROVAL
~iOOb DATE: I /z;"t/03 (SIG'NIII)
IIIC81EL 1. HIJI,Z!,QJ,J;ER, JJtANNlliG DIRl!CTOK
l!l!COIIIIENDED BY: S,1>-.\Nlr", (y,\JK6S14'f
(PIIIN'f NlllE)
. JNEERJNGINC.
95 E. Yorba Linda Blvd., Ste 202 Placentia, CA 92870
(714)572-6800 FAX(714)572-6850
"AS BUILT"
AP-s~t/.
EXP 3 -31-l>l,. DATE
1---~l-----+------------l----l---+---1----II SH7EET I CITY OF CARLSBAD I SHE8ETS I
'.==:::=...:::::=:::=EN::::G::::IN::::E::E:::R::::IN:::::G::::::::D:::E::::::PA::::R:::::T::::M:::EN::::T:::::::=='...'::===::
1-----<l----+-----------------11----+---+----1----1 GRADING AND EROSION CON'rROL PLANS FOR:
,CARLSBAD OFFICE PARK
APPROVEID LLOYD B. HUBBS dY
~N~fifE~Prr~PIRES 12 31 05 ,-i"i~J
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INl11AL DAlE INl11AL OWN BY: '.~ PROJECT NO. :• DRAWING NO.
1-0.;....TH_ERc.../\....JP'-PR-ov-AL-+-c-'-',n'-=--AP.._PRc..:.o-"-vA-=L-1 ~~~ ~~'.~ PIP 02-. 03 : 404-3A .
.
I
I
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s'\')j\,f:,;;. ·:.-.,.-,Jl;t;. -"~ '" ,.-; ...
: ~~ ! '• f !' · ..
' '
I .
I
q
I:
I
I
..... __ __ --
I , I :
I
I
I
42
... ;, :
. . f .. :
1-A'lt-+--t-+tl ' -. : ': · r,..·•;h·'_,.._ l·'.d"I . : ' . •
42
~A".F~='"'='~~~~=-~~~=BZ\
\\ /\\ \ \ ,•·-:::;=::~===;=~:•.1' --=,-=,;:~ <·1 ---· .~
-~3!35(/ b/ ~I J~ ~~k·,~~/
42
l
-..,~fllii•-p--==-==ai !!.!.!!==-=-==-;in H-1--H
d'!q.~; 1',:,,;;;,'
-----------------------
I ' I' i l
I .
2.
" I 3.
I
~ 4.
5.
0
EROSION CONTROL NOTE
IN CASE EMERGENCY WORK IS REOUIRED,CONTACT RICHARDT. BOURESTON
AT (949) 387-4665
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE DE AVAILABLE AT ALL
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 EMl/>!ENT.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODljlED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL D VICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTE~ EACH RUN-OFF PRODUCING
RAINFALL. I
I 6.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CON~ROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETEt GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDIT I ON. , ~l "~1 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPkovED GRADING PLAN SHALL
BE INCORPORATED HEREON.
I
I 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST ORAi AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
I
I 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN LACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5/ DAY RAIN PROBAB!LITYI FORECAST EXCEEDS FORTY
PERCENT {40%}. SILT AND OTHER DEBRIS SHALL BE REMovtD AFTER EACH RAINFALL. l
~. ~I
" I
I
I
I
" +
I
I
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IO. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH k1N/MUM AGGREGRATE.
II. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PJoVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES {90% COVERAGE) PRIOR TO NOVEMBER •15, THE SLOPES SHALL /3E
STA/31L fZED BY PUNCH STRAW INSTALLED IN ACCORDANC!E WI TH SECTION 35. 023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA. I
TEMPORARY EROSION CONT~OL
PLANTING AND IRRIGATI(jN
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING hND IRRIGATION
INSTALLED AND MAINTAINED AS REOUIRED IN SECTION 212 0 THE STANDARD
SPECIFICATIONS AND THE FOLLOWING,
A. HYDROSEED!NG SHALL BE APPLIED TO,
SHALL BE
I. ALL SLOPES THAT ARE GRADED 6, I (HORIZONTAL TO VERTICAL/ OR STEEPER
WHEN THEY ARE,
a. THREE FEET OR MORE IN HEIGHT AND ADJAC NT TO A PUBLIC WALL OR
STREET. . 'l b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6, I WHEN ANY OF HE FOLLOWING CONDITIONS
EX/SL I
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATIO DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDAN E WITH THE FOLLOWING
CRITERIA, '
I. ALL SLOPES THAT ARE GRADED 6, I OR STEEPER A~D THAT ARE,
a. THREE TO EIGHT FEET IN HEIGHT SHALL BEi/RR/GATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BfBSIOR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS P*OVIDfNG 100% COVERAGE.
b. GREATER THAN B FEET IN HEIGHT SHALL /3E 1WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE. ~-
2. AREAS SLOPED LESS THAN 6, f SHALL BE IRRIGATE AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDfNG. THE DEVELOP R SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE!CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUM~ERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM. l
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOil AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEE ED GROWTH.
C. HYDROSEEDfNG MIX SHALL CONSIST OF ALL OF THE FOL~OWfNG,
D.
I. SEED MIX SHALL CONSIST OF NO LESS THAN, ,
3.
a. 20 lbs. PER ACRE OF ROSE CLOVER I
b. 20 lbs. PER ACRE OF ZORRO FESCUE I
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALfFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA j
•· 3 lbs. PER ACRE OF ALYSSUM {CARPET OF SNOW/
f. 1/2 lb. PER ACRE OF DIMORPHOLECA I
g. ITEMS c,d,e, AND I OF THIS SUBSECTION "'AY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEGDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER 'BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING. ~-
i. ALL SEED MATERIALS SHALL BE TRANSPORT£ TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CAL/FORNI DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTA HED TO, OR PRINTED ON
SAID CONTAINERS. I
). NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRAdTOR.
TYPE I MULCH APPLIED AT THE RATE OF NO LESSiTHAN 2000 lbs PER ACRE.
TYPE 6 MULCH {STRAW/ MAY BE SUBSTITUTED, AL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN TRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCH/NG NO LESS THAN 50% OF
THE STRAW INTO THE SOIL. I
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE kuLFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PR I OR TO HYDROS EEO f NG BY,
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF,
a. TRACK WALKING SLOPES STEEPER THAN 6, f ,
b. HARROWING AREAS 6, I OR FLATTER THAT AREf SUFFICIENTLY FRIABLE.
C. RIPPING AREAS THAT WILL NOT BREAK UP us!/NG ITEMS a OR b ABOVE. ------., -----, _____ , "'~..----,•. -----, -----' _____ , _____ , -----,•, ---+--+
CONDITIONING THE SOILS SO THAT IT IS SUITABL~ FOR PLANTING BY, -----------
E.
2.
o. ADJUSTING THE SURFACE SOil MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
THE ADDITION OF SOil AMENDMENTS, PH ADJ~STMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
b.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE 1 VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDfNG IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
EROSION CONSTRUCTION NOTE MAX HEIGHT OF CHECK DAM : 3'
PROVIDE AN EXTRA ROW OF GRAVEL
BAGS FOR EVERY ROW OF GRAVEL
BAGS 3 GRAVEL BAGS HIGH
G CONSTRUCT GRAVEL BAG BARRIER, PER DETAIL 'K' HEREON.
@ CONSTRUCT CHECKDAM PER DETAIL 'J' HEREON.
** @ CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 'L' HEREON 4" DIA PVC C 1 O' O.C.
SECTION SECTION
2' 8' 2'
I I ' ' I I I I J. I I I I
I I I I I I I I
I I I I I I I I I I I
10' oc
DETAIL 'J' -CHECKDAM
WOVEN FABRIC GRAVEL BAG
MIN. WEIGHT 40 LBS.
2 BAG HEIGHT -UNLESS
NOTED OTHERWISE
1. :-:-111:-.. 111 ... 111-.. 111 ... 111 .. 111; .. 111:-~
NOTES: FRONT YIEW
1. GRAVEL BAG MATERIAL TO BE GEOTEXTILE FABRIC.
2. REMOVE SEDIMENT WHEN DEPTH EXCEEDS 1 /2 OF
GRAVEL BAG HEIGHT.
DETAIL 'K' -GRAVEL BAG BARRIER
GINEERINGINC.
B95 E. Yorba Li.ndo Blvdd Ste 202
Placentia, CA 92B7
(714)572-6800 FAX(714)572-6850
SO'MIN.
----=TTT· = "m--m 1T1:-~--,--8" MIN. -I PROFILE
PUBLIC R!GHT-
OF-WAY
EXISTING GROUND
_l_
/4'MIN.
T
DETAIL 'L'
ENTRANCE
-
£1.M!
PUBLIC RI HT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION
GRAPHIC SCALE
( IN FEET )
1 Inch = 30 It.
PLANNING DEPARTMENT APPROVAL "AS BUILT"
WwP,,.o~Wo , DATE: 1 /t'f/oJ "-1-~t./
IIICIUEL J. ~nLZMIW!R, PLANIIIIIG DIRICl'OR ,3 3( (., EXP --lJ DATE
~ (SIGKZll~½ DATI: \ /21/0~ t--'~--BY-,-----------t
RICOIIIIINDBD BY: $/',IN,~ QuRE' SI-I½'
(PRINT NAIii!)
1---t----+-------------jf----t---+--+---I I SHBEET I CITY OF CARLSBAD I SH8TS I
~=::::'...==:::E:::N:::G:::IN:::EE::R:::IN:::G:::::::D:::EP::::A:::R::::TM:::E::N:::T==~==~
t---i----i-----------------1-----1---1---+----t GRADING AND EROSION CONTROL PLANS FOR:
DATE INITIAL DA TE INITIAL
ENGINEER OF· WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL
CARI.SBAD OFFICE PARK
APPROVED LLOYD B. HUBBS (lY
_,q. & .. ~'fff uY~ I • -,, .... -,
CITY ENGIER PE 3889EXPIRES 12 31 05 DATE
OWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
PIP 02-03
DRAWING NO.
404-3A
/
021803 i r