HomeMy WebLinkAboutDWG 418-2A; PD 04-03; LDS CARLSBAD STAKE 1, 3, 4; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 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 USTED HEREON AS THfY 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 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 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 PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. N
COMPAN WR/TIN I Y U HA RATING A AN A Z
CATEGORY OF CLASS VAS ESTABLISHED BY BES1S KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(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 HA VE 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 MLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED MTHIN 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 ORA WING 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 STATE OF
CALIFORNIA, PR/NCI 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.
1J. A SO/LS COMPACTION REPORT AND COMPLIANCE VER/FICA TION 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 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTIJRE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE MTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SO/LS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRUCllQN MEE71NG SHAil BE HEL Q AT THE SITE PRIOR TO THE
8£GINNING Of WQRK AND SHALi Rf ATTFNDFD BY All 8EPRfSfNTAUVfS
RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760) 4J8-J891 AT LEAST FIVE(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 tNsPECTJQN RFDIJfSTS OTHER THAN FDR PRITQNSffll/CllQN MfE17NG Ml t Rf
MADE BY CAIi ING THE fNGlNFfRING 24 HQIIR INSPECTION RFQIJfST I /NE AT
(760) 4JB 3891 INSPECTION REQUEST MUST BE RfCEIVFD PRIOR TO 2: DO 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 CONFOl?MING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFOl?M TO LABO/? CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCEl?NED 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. 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 EXCA VA VON. IF TflE PLAN VARJ[S FROM Tf/f SHOR/NG SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. UTLE 8
CALIFORNIA ADMINISTRATIVE CODE, 7H£ PLAN SHALL B£ PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS QIPFNSE. 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 APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED MTHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS W CEASE IMMEDIATELY, AND THE
PEl?MITTEE MLL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PEl?MITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THEl?ETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPEl?A TION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.I.I. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHALL B£ SUBMITTED BY 1HE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 1WO FULL WORKING DAYS Pl?IOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAIN/cD FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVE:0 BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPQNSJBLE FOR ANY DEBRIS QR DAMAGE OCCUl?l?ING ALONG IH£ HAUL
ROUTES OR ADJACENT STREE1S AS A RESULT OF THE GRADING OPEl?A TION.
2J. BRUSH SHALL BE REMOVED ONLY MTHIN THE AREA TO BE Gl?ADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON TH£ PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EAl?THEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOP!c.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROS/ON
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 ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGA TEO, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS Bl?OUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED AS REQUIRED BY TH£ CITY OF CAl?LSBAD
LANDSCAPE MANUAL, 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 MTH THAT SHOWN ON BOTH THE LANDSCAPE
AND /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 MTH A MINIMUM
D-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR 35 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED MTHIN 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.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PEl?MIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COOROINA TE THE WORK MTH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PA C/FIC BELL
ADELPHIA CABLEVISION
CITY OF CARLSBAD(STREETS & STORM DRAIN)
"CITY OF CARLSBAD(SEWER, WA TEI? & RECLA/MEO WATER)
"SAN DIEGU/TO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
+\IALLECITOS WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
J4. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-41JJ
1-800-660-7343
1-800-892-012J
(760) 438-7741
(760) 434-2980
(760) 438-2722
[760) 6JJ-2650
(760) 753-0155
[760) 744-0460
(760) 753-6466
(760) 726-1340
A. FOR CONTROLLED GRADl';f -THE APPLICANT HIRES A CIVIL !cNGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL Of A GRADING PERf,1/T -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120.9 & 10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE MTH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES
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
INCLUDE A STATEMENT BY THE SOILS !cNGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUWNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J5. 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 WILL BE REQUIRED FOR
ANY SUCH RECHECK.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF THE BUS/NESS AND PROFESSIONS CODE, AND THAT THE DESIGN /S
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAMNGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
l?ESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: BURKETT & WONG ENGINEERS
ADDRESS: J4J4 FOURTH A VENUE
CITY, STA TE: SAN DIEGO. CALIFORNIA
TELEPHONE: 619.299.5550
BY: WILLIAM TEMPL!cTON DA TE': 04.12. 04
(NAME OF ENGINEER}
R.C.E. N0.:._4""4""9"'76._ ___________ _
REGfSTRA TION EXP/RATION DA TE:__,O.,J,.,.Joc1,""0"'6 ____ _
I:EGAL DESCRIPTION
PARCEL 1:
THAT PORTION OF TRACT 250 OF TH!c THUM LANDS, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, DECEMBER 9, 1915
PARCEL 2:
THAT PORTION OF THE MOST SOUTHWESTERLY FIVE ACRE PARCEL OF TRACT
250 OF THUM LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE
OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915.
VICINITY MAP
CITY OF OCEANSIDE
78
NOT TO
SCALE
CITY OF VISTA
w a z
PACIFIC
OCEAN
CITY OF ENCINITAS
SOURCE OF TOPOGRAPHY
TOPO GRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
METHODS FROM INFORMATION GATHERED ON
200f"' BY BURKETT 41: WONG EN(,1NEERS
GRAPHY SHOWN HEREON TOPO
ACCU RACY STANDARDS.
JECT LOCATION
CONFORMS TO NATIONAL
'
MAP
PROJECT rs LOCA TEO WITHIN
PRO
THIS
205-
THE N_
ASSESSORS PARCEL NUMBER($)
2JO-J700
CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
E
CH MARK BEN
DESCR
LOCA
IPTION: TBM -SCR!Bf.D "I!" lN CURB
TION: SE CORNER OF PARKING ISLAND IN PARKING LOT
RDED: Al ,. REGO
ELEVA TION: 500.00' DATIJM: NIA
CARLSBAD MUNICIPAL WATER DISTRICT
ROBERT J. WOJCIK DATE
DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 06/30/06
EARTHWORK QUANTITIES
CUT: 150 CY
FILL: ,50 CY
IMPORT: -CY
EXPORT: lQQ CY
REMEDIAL: -CY
EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING &
PERMIT PURPOSES ONLY. ACTIJAL QUANTITIES MAY VARY
MTH SHRINKAGE, LOSSES DUE TO CLEAl?ING OPERATIONS.
REMOVAL & RECOMPACTION, SfffiEMENT, ETC ..
CONTRACTOR SHOULD VERIFY QUANTITIES PRIOR TO BIDDING.
/1\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/OH OF ALL CUTS ANO FILLS,
REMEDIAL 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 Cl TY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES er TED 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
J. THIS SET OF PLANS
4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
5. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
6. WATER POLLUTION CONTROL PLAN DA TED DEC. 1, 200J.
LEGEND\
DESCRIPTION DW'G.NO. SYMBOL QUANTITY
EXISTING CURB
EXISTING CONTOUR
EXISTING SPOT El.EVA TlON
LIMIT OF ~RK
CONlROL POINT
NEW SPOT ELEVA 110N
--499--
,; cqg 1'
,X, """
----11----
113 30)P
NEW CONCRETE PAVEMENT SE_C'!]ON PER ARCHl'!EClJJRAL .PLANS. r7 ~ 320 SF
NEW ASPHALT PAl/£1.tENT SEC'!]ON PER ARCHl'!EClJJRAL .PLANS. ~
CONCRETE CURB o!< GUTTER ·
CONCRETE CURB
. . SORSD G-2,. WE. G . .
. ~ORSO G-, 1, ~Z.E .PER. ~LAN .
DIRECTION OF FLOW
GRAVEL BAGS
PLANNING DEPARTMENT APPROVAL
waei:~:,n,. DATI!:~ / I /0~
IIICIIAIL I. 11111!lVJUJ!R, PWIIING DIRKCTOR
c)~ DATI!: 'f/ / /1'/
RICOIIIIENDID BY: JfJJ ly~v/,.. PRINT mnj
--
ENGINEER OF WORK:
burkett
&wong
engineers &: surveyors
3434 fourth ave. son diego ca.
92103-5704 * {619) 299-5550
"AS BUILT"
RCE EXP,
REVIEVED BY·
INSPECTOR
6150 Sf
25 lf
550 LF
90 EA
DATE
DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
CARLSBAD STAKE 1, 3, 4
1975 CHESTNUT AVENUE
APPROVED: LLOYD B. HUE!BS q,...
./4. ~ ~ ~ ~?fx!!iL: tq',j.~'1 CITY ENGINEERRCE 238 EXPIRES 12/31/05 DATE --
DWN BY: ATW
I
I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: WJT
OTHER APPROVAL CITY APPROVAL RVWD BY: JL.R PD 04-03 418-2A
/
/
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::::IE
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I
MAGNOLIA AVf.. -------------------------/ ~
SEE SHEETS 3 & 4 ----,
FOR CIVIL WORK
R21'-o~
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SITE PLAN
SCALE: 1" = 30'-0"
ENGINEER OF WORK:
,,,,.~ bu rk ett
~;.1& wong
-=;::::.:i.r".---...:?i2. ~/;'.!.11J,ff,f" engineers & surveyors
'
DATE INITIAL
n, 3434 fourth ave. san diego ca.
· 2103-5704 • (619) 299-5550 ENGINEER OF WORK
VU'I-"'
/1\
REVISION DESCRIPTION
II AS BUIL T 11
RCE EXP, DATE
REVIEIJED BY•
INSPECT□R DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLAN FOR:
CARLSBAD STAKE 1, 3, 4
1975 CHESTNUT AVENUE
APPROVED: LLOYD B. HYBBS .dY /• ✓ & ..... il'-¥..,,. ~ ~fl!·~ ,'--•
CITY ENGIN~,r:::;_RCE ~ EXPIRES 12/31/05 DATE '
DWN BY: e,TW PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: WJT PD 04-03 418-2A OlHER APPROVAL CITY APPROVAL RVWD BY: '•"
\
<( -_J
0 z c.,
<(
~
CONTROL PT.
SCRIBED "X"
EL=496.69
\
SAWCUT.
TYP.
I
MA TCHI EXIST.
CONC./ SWALE
(495i86)FL
' I
\
SAWCUT,
TYP.
/
r .
4 7. 11P
(497.40)TP i---------47,1' ------7"''-<-'
,,,/ .,,.,,,
8" CUR{YPER
SDRSDG-1
CURB d<
GUTTER PER
SDRSD G-2,
TYPE G
4 7Ti
(. ,a.60)TP
, ,,.,".)
?r·-·'----------,
t,,_'cl
r§~· J./:.··
' SAWCUT,
TYP.
MATCH EXIST.
CONC. SWALE
(499.J0)F'L
1----------------------------149,6' -----------------+l-------'--------1
2·
BMP NOTES:
1. THE LANDSCAPED SWALE llfLL ACT AS A BIOFILTER AND INCREASE THE
AMOUNT OF IMPERVIOUS AREA IN THE PARKING LOT ro ALLOW INFIL TRA 710N.
2. THE NEW PARKING SPACES HAVE: BEEN DESIGNED TO MINIMUM SIZE STANDARDS
AS A SITE DESIGN BMP IN ORDER TO REDUCE THE OVERALL IMPERVIOUS AREA
DUE TO NEW PA VE:MENT.
i---12·---t--12•--1 /2"R (TYP.)
' ...
TACK COAT
TOP OF AC
PAVEMENT
NOTES:
1. PROVIDE WEAKENED PLANE JOINTS
SLOPE GRADE TO SWALE~
'lo
e·xe· W2.9 X W2.9 WWF O MID-SLAB 0 15' INTERVALS & EXPANSION JOINTS
0 45' INTERVALS AND PER SDRSD G-10
(!)
2. PLACE WWF ON CHAIRS TO
ASSURE MID-SLAB PLACEMENT.
3. CONCRETE SHALL BE 560-C-3250
CONCRETE SWALE (PVT)
NO SCALE CD
24"
NEW 8" CURB
PER SDRSD G-1
GRASS LINED SWALE PER
LANDSCAPE PLANS
I
I
'Ix, °k! I
LANDSCAPED SWALE (PVT)
NO SCALE
I
ENGINEER OF WORK:
burkett
&wong
engineers & surveyors
3434 fourth ave. san diego ca.
92103-5704 * (619) 299-5550
.
I
I ITBM CR/BE
NOTES:
I
I l• \ I .,rx'•
-~':
1. DEMOU710NS AND REMOVALS PER ARCHITECTURAL PLANS.
2. LANDSCAPE AND /RR/GA 710N PER LANDSCAPE PLANS.
/1\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
,'
DATE INITIAL
OTHER APPROVAL
=
XIST.
T
=
.. ' ,,.
• -~•'<'l" r,, V .'( t;).'' ' (>V
-------11
f 499.90)TP (500.65)TC
(500.16)TP / (500.64)
DATE INITIAL
CITY APPROVAL
'-~---23.2'·--tt---il
/ ,7 : .::,.
.~:>\ \ \J , . ., , I
/.!./
I
11 AS BUILT"
RCE EXP, DATE
REVIE\,IED BY,
INSPECTOR DATE
I SH~ET I I SH~TS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
CARLSBAD STAKE 1, 3, 4
1975 CHESTNUT AVENUE
APPROVED: LLOYD B. HUBBS /?r
4 ~-"~~-i"'-~~¥ CITY ENGINEE-RCE29 EXPIRES 12/31/05 DTE
OWN BY: ATW
I
PROJECT NO.
I
DRAWING NO.
CHKD BY: WJI 04-03 418-2A RVWO BY: J UC PD
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EROSION
CONTROL PT
SCRIBED "X"
EL:496.69
I
CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL K. KOWLIN AT
(PHONE NUMBER) 760-439-9012 OR 760-644-6631
I
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT 8£ MOVED OR MODIFIED WITHOUT THE APPROVAL
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 CREATE 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 GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION 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 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
GRAVEL BAGS OVERLAP
ONTO CURB WHERE OCCURS
GAP BETWEEN BAGS
ACTS AS SPILLWAY
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lllREE LAYERS Of GRAVEL BAGS
l'lllll ENDS OVERLAPPED
GRAVEL BAGS
NO SCALE
GRAVEL
BAGS,
TYP._/
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TBM SCRIBE
i"X" . --1 [L:500.00
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ENGINEER OF WORK:
burkett
&wong
'
engineers & surveyors
3434 fourth ave. san diego ca.
2103-5704 • (619) 299-5550
DATE INITIAL
ENGINEER OF WORK
/1\
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL
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REVIE'wED BY,
INSPECTOR
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DATE
DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
CARLSBAD STAKE 1, 3, 4
1975 CHESTNUT AVENUE
APPROVED: LLOYD B. HUBBS 4Y
4 d f!a.y ~-;t . J: Jif'r/--'1 CITY ENGINEERCE 23 9 EXPIRES 12/31/05 DE ___
DWN BY: ATW
I
PROJECT NO. I DRAWING NO. CHKD BY: WJT
RVWD BY: JI~ PD 04-03 418-2A