HomeMy WebLinkAboutDWG 461-5; 3681; LA COSTA AVE SUBDRAIN SYSTEM; 01-03LA COSTA
CONSTRUCT/ON PLANS
FOR
AVENUE SUBDRAIN
PROJECT NO. 3681
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
AREA OF WORK
CLAUDE A. "BUD" LEWIS -MAYOR
MATT HALL -MAYOR PRO TEM
ANN KULCHIN -COUNCIL MEMBER
MARK PACKARD -COUNCIL MEMBER
KEITH BLACKBURN -COUNCIL MEMBER
VICINITY MAP
NOT TO SCA/£
SHEET INDEX
1 TITLE SHEET, VICINITY MAP AND LOCATION MAP
2 SITE PLAN AND PROFILE
3 STRIPING PLAN AND DETAILS
REFERENCE DRAWINGS
DWG 176-2 LA COSTA AVENUE IMPROVEMENTS
DWG 191-10 LACOSTAAVENUEIMPROVEMENTS
BENCH MARK
DESCRIPTION: STANDARD BRONZE DISC IN CONG. MON.
LISA HILDABRAND
CITY MANAGER
SKIP HAMMANN
TRANSPORTATION DIRECTOR
LOCATION: 200' NORTH OF STA. 261+98.72 -RANCHO SANTA FE RD.
RS 454 -NEAR FENCE. EAST SIDE OF ROAD.
RECORD FROM: COUNTY BENCH LEVELS J-OJ02
ELEVATION: 176.18 DATUM: USC & GS
SYSTEM
AREA OF WORK
rr=-....
LOCATION MAP
NOT TO SCA/£
~ CITY OF CARLSBAD I SHEETS I l-----+------+----------------+--+--+--"7r-----i Ll_j ENGINEERING DEPARTMENT 3
t-----+----+---------------+-----+---+---,c------------t
t-----+---+----------------+-----+---+---,c---< IMPROVEMENTPtANS FOR:
TITLE SHEET, VICINITY MAP &
LOCATION MAP
LA COSTA AVENUE SUBDRAIN SYSTEM
1-----+------+----------------+--+--+--"7'------i APPROVED WILLIAM E. PLUMM R
1----+-----<------------+---+----+----+----1 AV~L~~~~=-=--= ;:,-01-112
1-----+------+----------------+--+--+--"7-----i DEPUTY CITY ENGi EER PE 28176 EXPIRESJ 31 12 DATE
OWN BY: PROJECT NO. I DRAWING NO. 1-----DA_TE~I_NITI_AL---+-_□A_TE~IN_ITI_AL_ < CHKD BY: JS 3681 461 5 OTHER APPROVAL CITY APPROVAL RVWD BY: ff •
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
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1
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1 I I j EXIST. STORM
I I I DRAIN INLET
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o+oo LA COSTA AVE.
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PROFILE: LA COST A AVEN J~
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DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
Pothole
®
1
2
3
4
5
6
7
8
9
10
11
12
DESCRIPTION
EXIST. STORM DRAIN
EXIST. WATERLINE
EXIST SEWERLINE
EXIST. CURB, GUTTER &: SIDEWALK
EXIST. STREET LIGHT
EXIST SEWER MANHOLE
EXIST. STORM DRAIN CLEAN OUT
NEW SUBDRAIN
NOTES:
LEGEND
DWG. NO. SYMBOL QUANTITY
CONTRACTOR SHALL INSTALL SEWER MAIN CLEANOUT PER CITY
STANDARD NO. S-6 INCLUDING BENDS, SWEEP, RISER, CONCRETE
COLLAR, PLUG, AND 12" CAST IRON GA TE CAP.
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES AND PROTECT IN PLACE.
2. DURING CONSTRUCTION THE CONTRACTOR SHOULD BE PREPARED TO
ENCOUNTER SEEPAGE AND WET SOILS. DUE TO SEEPAGE AND WET
SOILS, THE CONTRACTOR SHOULD ANTIC/PA TE DIFFICULTY WITH TRENCH
WALL STABILITY, SOFT SUBGRAOE CONDITIONS, COMPACTION OF SOILS,
AND SUBDRAIN INSTALLATION. ADDITIONALLY, DUE TO THEIR WET
CONDITION, MATERIALS DERIVED FROM THE ON-SITE EXCAVATIONS ARE
CONSIDERED UNSUITABLE FOR REUSE AT THE PROJECT SITE.
Utility
Sewer
Street Light
Sewer
Street Light
Water
Street Light
Storm Drain
Unknown
Not Used
Sewer
Water
Unknown
Unknown
Storm Drain
Sewer
Water
Storm Drain
Storm Drain
DA TE INITIAL
OTHER APPROVAL
UTILITY POTHOLE DA TA
Size & Material
8" PVC
3" PVC
6" PVC
3" PVC
12" ACP
3" PVC
42" RCP
1" DB Coble
8" PVC
12" ACP
4" PVC
1" DB Cable
42" RCP
8" PVC
12" ACP
42• RCP
15" RCP
DATE INITIAL
CITY APPROVAL
Depth DescripNon & Location
97.0" T/P La Costa Ave. mid street 225' S. of Cadencia St.
39.0" T/P
94.0" T/P La Costa Ave. mid street 225' S. of Cadencia St.
41.0" T/P
55. o• T /P La Costa Ave. NB street 225' S. of Cadencia St.
43.0" T/P
47 o• T /P Lo Cos to Ave. NB street 225' S. of Cadencio St.
39.0" T/P
92.5" T/P Lo Costa Ave. mid street 140' S. of Codencia St.
55.0" T/P La Costa Ave. NB street 140' S. of Codencia St.
26.0" T/P Lo Costa Ave. NB street 140' S. of Codencia St.
34.0" T/P
41.5" T/P
92.0" T/P Lo Costa Ave. mid street 65' S. of Codencia St.
53.0" T/P La Costa Ave. NB street 65' S. of Cadencia St.
41.0" T/P La Costa Ave. NB street 65' S. of Cadencia St.
35. o· T /P SE comer of Cadencia St. &: La Costa Ave.
II AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE\./ED BY,
SITE PLAN AND PROFILE
LA COSTA AVENUE SUBDRAIN SYSTEM
APPROV§,9 WILLIAM -SJ'~R M--::7~ £ p~ 3-0l·lt7
DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/12 DA 1£
DWN BY: ---, PROJECT NO. I DRAWING NO. ~~g ~~; ~~ . 3681 _ 461-5
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1.5" 5'
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1.5" A.G. OVERLAY
EXJSJ7NG 5" -6' A.G. WITH
PAVEMENT FABRIC
NEW PAVEMENT SECTION (TYPICAL)
N.T.S.
, 1.5"'
EDGE GRIND
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COLD MILL TAPERED DEPTH
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STRIPING NOTES:
@ 4" 'M-IITE LANE LINE PfR CALTRANS DETAIL 12
@
@
®
®
@
@
@
@
4• DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22
4" DOUBLE YELLOW MEDIAN PER CAL TRANS DETAIL 29
8" 'M-1/TE CHANNELIZING LINE PER CAL TRANS DETAIL JB
6" 'M-IITE BIKE LANE UN[ PER CAL TRANS DfTAIL 39
6" 'M-1/TE BIKE LAN[ JNTERS[CJ70N UN[ PfR CALTRANS DETAIL 39A
12' WHITE TWO-LINE CROSSWALK (THERMOPLASJ7C)
TYPE JV (L) PAVEMENT ARROW (THERMOPLAsnc)
"BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASJ7C)
LA
8
5"-6' A.G. WITH PAVEMENT FABRIC
BETWEEN A.G. LIFTS (2-J" LIFTS)
EXISTING PAVEMENT SECTION (TYPICAL)
N.T.S.
12
-------------------
COSTA
2 3
SCALE 1" ~ 20'
20' 1.5' i◄,Cf-----""----~
EXISI.A.~I
EXIST.AB.
DETAIL C -COLD MILL 20 FT.®
N.T.S. 2
UPSLOPE
SIDE
VARIES
12
FINAL PAVEMENT SfCJ70N PER DETAIL
'NEW PA V£MENT SECJ70N (TYPICAL)"
ASPHALT CONCRETE OCWNSLOPE SIDE
CLASS II l_ 95% MIN/MU AB RELA l7VE COMPACTION
J" m--~
I -I
I J 8-'-~) ·' -'---ffi~C:?--ltt--J/4" CRUSHED ROCK (NO FINES)
NON-WOVEN GEOTEXJ7LE-OVERLAP 12" MIN.
6" PERFORATED PVC PIPE
(PH/FORA J70NS DOWN)
DRAINAGE COMPOS/ TE
MIRAFI G100N (OR EQUAL)
A DETAIL A -PIPE BEDDING AND TRENCH REPAIR
2 NOT TO SCALE
9
3
----------
COLD MILL TAPERED DEPTH
FINAL PAV£M£NT SfCJ70N PfR DETAIL
•NEW PAV£MENT SECJ70N (TYPICAL)"
ASPHAL CONCRETE
VARIES CLASS II
AB
~-95% MINIMUM
RELA nVE COMPACJ70N
4•
I l!,l'j!)ie !i'!I---J/4" CRUSHED ROCK 'MTH FINES
NON-WOVEN GEOTEX11LE
6" PVC PIPE (NOT PfRFORA TED)
DETAIL B -PIPE BEDDING AND TRENCH REPAIR
NOT TO SCALE
IVL
--
~----
L
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
"AS BUILT"
RCE EXP. DATE
REVIE\.IED BY•
INSPECTOR DATE
I SHJET I CITY OF CARLSBAD I SHJTS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
STRIPING PLANS AND DETAILS
LA COSTA AVENUE SUBDRAIN SYSTEM
APPROVED WILUAM ~E~ _--/4,Um,,; -£ ~ = 3-0/-/1)
DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J1/12 DAlI
DWN BY:
I
PROJECT NO. I DRAWING NO. CHKD BY:
RVWD BY: 3681 461-5
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