HomeMy WebLinkAboutCDP 00-47; LEUCADIA DRAINAGE PROJECT; Planning Commission/
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CONSTRUCllON NOTES
CONSTRlCT 6" TY?E G CURB & GI., TTER PER SDRSD D-34
CONSTRvCT 4" A.C. PAVEMENT (TYPE Ill C2 AR 400C) OVER
6" CLASS 11 AGGREGATE 3ASE.
CONSTRUCT CONCRETE ENERGY DISSIPATOR ?ER SORSD D-41
( 24" RCP) l~VERT ELEV. 5.00'
REMOVE EXISTING HEADWALL AN) COMSTR'JCT 4B" CMP RISER Wlll1
CONCRETE BOX PER CALTRANS STD. PLANS (JULY 1992 cDITION)
STANDARD PLAN DETAILS )93A, )938 & D93C.
GRUE ELEY. 10.00', ;NV. ELEV 5.48. INSTALL 15 L.F. Of 36" RCP
(D-1350)@ S=0.89%
GRADE 2: I SLOPE
GRADE VARIABLE SLOPE TO JOIN ':XIST.
GRADE 1.5/1 SLOPE
SLOPE ®-0--®-CONSTRUCT MEDIAN CURB PER SDRSC G-6, TYPE B-3. SAi/CUT
AND REMOVE EXIST AC PVMT. Wl-cllN PLANTI:.'I AREAS.
CONSTRUCT 6" CuRB PER SDRS) G-1. SAWCUT AND REMCVE
EXIST. AC PAVEMENT WI-HIN ~E'/1 >1_,>NTER ARE.AS. ®--
@-INSTALL TEPORARY ORANGE CONSTRUCTION FENC:NG. RD.AO\/£ WHEN
CONSTRUCTION IS C8MPLETE
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EARTHWORK QUANllTIES
4,225 CU. YJ. -CUT
936 CJ. vo. -F LL**
NOTE: \/OLJMES ARE 'RAW" MJO
1-<AVE NOT 3EEs ACJUST':D
f"OR COMF'ACTIO:\l, E"'."C.
DISPOSITION NOTES
. ,
EXISTING'"PARKING SPACES
PROPOSED PARKING SPACES
NET GAIN
239
243
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CaseNo. (;,DPe>~-'fJ'
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Exhibit No A Oate_'f_-/ f -o /
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1----RE_V_ISI-ON_S ___ F'A_P_P-RO-V-ED"""l""-DA_T_E..,...--R-E-FE-R-EN-C-ES------i-DA_T_E -,----~B~E~N:"!C~H:"."'M'.'"'!A~R~K'.!""""-----r--::::-SC~A":":L:":E:=--...,---"""-:S~P~E~C:':"IA':"':L-::D~IS~T=R::';"IC':'T::---,c:::J.o0:,ESSSe.:,l;r,;GNdQE,,__Dl""~a~_-_-.... T_-_-..=::·no'sR~A_.,,W~NRB3'Y ........ ...,; .... S>c"..'.cH"icEg<CK]:ED[JBJ7'Y .... =.l-----""""7A';::P';::P':::R-:.::O':"':V~A~LS~------r-:.:C:-:l~T~'( OF EN Cl NIT AS ENGINEERING DEPARTMENT DRAWING NO,
BENCHM>\"K: BRASS DISC "QC ',45"
LOCATO~: 100' EAST OF 771E NTI:RSEC-'!0~
Of LA COSTA & r'/IY 101 ON LA
COSTA ON RR OVERP.>\SS SW CCR.
SIDEWALK.
ELC:VA.TION: 59.36B FEE-DrJM: lSGS
rORIZCNTAL
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED
DATE: ____ _ 9Y: _________ _
R.C.E. NO. ___ _
ENGINEER EXP. _____ _ DATE: _____ _
APPROVED
BY: ----------1
DATE: ------
PUBLIC IMFRCVEMENT >1_,'1'S FOR: GRADING PLAN
RETENTION BASIN MODIFICATION
SOUTH CARLSBAD STATE BEACH
WORK PRO.iECT NO. SHEET 1 OF 2
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1.
C/L OLD HWY 10-1
3/4• MAX.
CRUSHED ROCK
TRENCH WIDTH 1 SEE SPECS.
NATIVE BACKFILi.
BEDDING PER STD. SPEC.
306-1.2. I
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FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET,
UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, FOR DEPTHS EXCEEDING
5', SHORING OR SOLID SHEATHING IS REQUIRED, WHERE WET, UNSTABLE
OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED.
-r B"' UTILITY TRENCH BACKFILL
' 2 NO SCALE
---------------------
REVISIONS APPROVED DAT£ REFERENCES
1----------------
1-------------
1-------------------·
1--------------1--
DATE BENCHMARK
BENCHMARK: BRASS DISC "QC 145"
LOCATION: 100' EAST OF --1E INTERSECTION
OF LA COSTA &: HWY 101 ON LA
COSTA ON qq OVERPA.SS SW' COR.
SIDEWALK.
ELEVA,lJN: 59.36B FEET ,)ATUM: USGS
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SCALE
HORIZONTAL -----
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N 1976150.8356
E 6236649, 5850
BEGIN PIPE
CONSTRUCTION NOTES
0---INST>\_L 15 LF 19" RCP (D-1350). SEE PROFILE HEREON. ®-CONSTRUCT 24" GIIP , SER W/ CONC, BOX
PER CAL TRANS STD. PLAN (JU•_ Y 1992 EJ TION)
AND SDRSD )93>\, D938, D93C
r,'\ GRATE ELEV. 9.5', INVcRT ELEV, 6.CO' 0---CONSTRUCT ·"EADWALL PER SDRSD D-34. 0-SAWCUT &: REMOVE EXIST. CURBjS,OEW.A_K
REPLAGE IN KIN) ~ER SDRSD G2 & G7 ®--INSTA~L TEMPORARY OR/,~GE CCNSTRuc~,oN
FE,~CING. REMOVE \11-·EN CONSTRUCTON IS COMPLETE
--
EXACT LOCATIQ,~ OF co,srnuc~ON FENClflG
PER ),RECTION OF BIOLOGIST
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SPECIAL DISTRICT DESIGNED SY I
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DRAWN BY I
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Cf,ECKED BY
PLANS PREPARED UNDER SUPERVISiON OF
DATE: ____ _
R.C.E. '10. ___ _
ENCl~EER EXP. _____ _
RECOMMENDED
1-1 /2" AC FINFISH COURSE
'/2' MAX. AGGREGATE
12• CLASS II BASE
EX. AC PWT. _I,
9.50' /
10 --TOP OF GRATE
6.50' I.E.
5
G G
S 0.0087
5.00' I.E.
104 L.F. 18" RCP (D-1350)
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--5
STORM DRAIN PROFII E
TRENCH WID™ 1 SEE SPECS.
8" AC (TYPE Ill B2-AR4000)
' ' • I •' 'N . . "':'"' ... .
r COLD PLANE 1-1 /2' DEEP
BOlli SIDES OF TRENCH
EX. AC PVMT,
L PAVEMENT REINFORCEMENT
M!:MBRANE:· IE." PETROMIIT
GLASSGRID, OR EQUAL
BEDDING PER STD, SPEC •
;£l ~ ~ :,;
''It ♦ to
306-1.2.1
2.
3.
HORIZ. 1"=20'
SCALE VERT. 1 "=2'
FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WE~,
UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, FOR DEPTHS oXCEEDl~G
5', SHORING OR SOLID SHEATHING IS REQUIRED, WHERE WET, UNSTABLE
DR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATblNG IS REQUIRED.
EXISTING A.C. SHALi. BE CUT AND REMOVED IN SUCH A MANNER SO AS
NOT TO TEAR, BULGE, OR DISPALCE ADJACENT PAVEMENT, EDGES SHALL
BE CLEAN AND VERTICAL ALL CUTS SHALL BE PARALLEL OR PERPIN-
DICULAR TO STREET CENTERLINE 'M-IEN PRACTICAL.
FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF
PROPELLED SPREADER BOX, UNLESS O™ERWISE APPROVED BY THE CITY
ENGINEER.
_ _ ____ 0~0~00 0n0-0
3/4" MAX. I I' ~CR~U~S~H~ED-R~O~CK-~ -s•r--
~. UTILITY TRENCH BACKFILL
~AND RESURFACING STANDARD
CITY OF CARLSB.~D
Pl;:rnni11g Conur,,.ssion
Case No. ___________ _
Exhibit No._ ,,_'RL-_Date _____ _
APPROVALS Cl TY OF EN Cl NI TAS ENGINEERING DEPARTMENT DRAWING NO.
AP 0 ROVED NO SCALE PUBLIC IMPROVEMENT PLANS FO,: GRADING PLAN
BY: _________ _ BY: _________ _ RETENTION BASIN MODIFICATION
SOUTH CARLSBAD STATE BEACH DATE: _____ _ JATE: ------WORK PRO.IECT NO. SHEET 1 OF 2
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REVISIONS APPROVED DATE REFERENCES DATE
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BENCHMARK
BENCHMARK: BRASS ~,sc "oc 145"
LOCrlON: IOO' EAST OF THE INTERSECTON
OF LA COSTA de H'IIY 101 ON LA
COSTA CN RR OVER;>ASS SW COR.
SIDEWALK.
ELEVATION: 59.368 FEET □A-UM: I., SGS
140+00
SCALE SPECIAL DISTRICT
1"=20'
141 +00
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PLANS PREPARED UNDER SUPERVISION OF
DATE: ____ _
R.C.E. NO. ___ _
ENGINEER EXP. _____ _
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142+JD V -1~A
APPROVALS
RECOMMENDED APPROVED
BY:----------
cl A TE: ------
BY: ----------I
DATE: ------
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Cnse No.
CITY OF CARLSBAD
Planning Commis'.Sion
Cl TY OF EN Cl NIT AS ENGINEERING DEPARTMENT
PLBLIC M?ROVEMcNT PLANS FOR: GRADING PLAN
RETENTION BASIN MODIFICATION
SOUTH CARLSBAD STATE BEACH
WO.,K PROJECT NO.
(.)
"-
DRAWING NO.
SHEET
1 11m11111n11 11 '!I i
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