97041CONSTRUCTIONNOTES and ESTIMATED QUANTITIES
-Planning
CONSTRUCT
4.5' AC OVER 6" CAP
CONSTRUCT
6" CURB & CUTTER MODIFIED WITH A 1' CUTTER PAN PER RIV. CO. STD 200.
Landscape
CONSTRUCT
6" CURB PER RIV. CO. STD. 204 MODIFIED FOR A 6" CURB FACE.
INC*
CONSTRUCT
87 CURB & GUTTER PER RIV. CO. STD. 241.
--Construction
CONSTRUCT
6' WIDE MEANDERING SIDEWALK
CONSTRUCT
6' WIDE SIDEWALK
CONSTRUCT
ACCESS RAMP PER RIV. CO. STD. NO. 403.
CONSTRUCT
CROSS GUTTER & SPANDREL PER RIV. CO. STD 209
REMOVE EXISTING AC PAVEMENT
19
SAWCUT PER DETAIL ON SHEET 2
I1
CONSTRUCT
STORM GRAIN SYSTEM PER DETAIL SHEET 2.
CONSTRUCT
CATCH BASIN PER COUNTY OF RIVERSIDE STD CB100
CONSTRUCT
LOCAL DEPRESSION PER COUNTY OF RIVERSIDE STD 311 (CASE P)
INSTALL REDWOOD HEADER
CONSTRUCT
CURB DRAIN OPENING PER DETAIL ON SHEET 2
1R
CONSTRUCT
LEFT TURN TAPER PER CALTRANS H.D.M. TABLE 405.2A.
LENGTH OF
TAPER = 120¢, DD' = 12'.
SEE SHEET
2 FOR TABLE
CONSTRUCT
5.5" AC OVER 6.5" CAB
CONSTRUCT
46" RCP (DLOAD PER PROFILE)
CONSTRUCT
30" RCP (DLOAD PER PROFILE)
CONSTRUCT
TYPE G1 CONCRETE DRAIN INLET PER CALTRANS STD D73
WITH TYPE 24-9 FRAME AND GRATE PER CALTRANS STD D77—A
CONSTRUCT
MANHOLE No. 4 PER RCFCD STD MH 254
A=44!52'35',B=30",C®6.89',D1®D2=48'',ELEV
R=29.71,ELEV S®29.67
CONSTRUCT
MANHOLE No. 2 PER RCFCD STD MH252
A=994Q'00";B=24";D=46';ELEV
S=28.69
CONSTRUCT
FLARED END SECTION PER CALTRANS STD D94
CONSTRUCT
10'x6' RIP—RAP PAD (D50=0.5'), DEPTH = 2'
CONSTRUCT
TYPE G1 DRAINAGE INLET PER CALTRANS STD D73
H= 1.76',TOP
OF GRATE = 40.24±
CONSTRUCT
9' PVC (SDR35)
SLOPE = 0.50%;BEARING
m N29.12'00" E
l.
ATFER THE PROPOSED CURB AND GUTTER HAS BEEN FORMED BUT
PRIOR
TO ACTUAL POURING
, r O. THE CONCRETE, CONTRACTOR iy•
SHALL
RM THE ENGINEER
HE MAY MAKE A FIELD INSPECTION
•: F THE i#.TCH TO '. 7
Underground Service Alert
ws ,
CI TOLL FREE
11)0
422==4133
CONSTRUCT PAVEMENT AS SHOWN
79,280 SF
979 LF
8,411 LF
7,769 LF
16,543 SF
33,146 SF
4 EA
1,243 SF
33,950 SF
157 LF
3 EA
73,334 SF
581 LF
25 LF
1 EA
Mw
BE
1 EA
64 SF
1 EA
IN THE CITYOF LA QUINTA
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' 14 Vol
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67, PAGE 76 OF RECORDS OF SURVEYS,
RECORDS OF RIVERSIDE CO., CALIFORNIA,
AND BEING:
REVISIONS
ALVK 16.8i.i9N AVE.
52
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APPROVED BY:
CITY OF LA QUINTA
\CHRIS A. VOGT,r
CITY ENGINEER
RCE ar EX' 06/30/01
A
41--M BOARDWALK * SUITE 101 * PALM DESERT, CA * 92291
(760) -9844 * FAX- -(760) 346-9368
1. AL AOF . ►k QfIATA .Ar
GOVERNINGTHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY
STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL !RE COMMENCING WORK.
OCCASIONEDHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
4. THE CONTRACTOR SHALL RESPONSIBLE FOR
THE REMOVAL,REPLACEMENT OR
RELOCATION
O ` OF ALL
REGULATORY,
- ,. ,. . AND GUIDE SIGNS.
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY
ENGINEER. TRAFFIC STRIPING, LEGENDS
r r
PAVEMENT MARKERS, 1YPE AND LOCATIONS SHALL BE APPROVED BY■
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-Planning
,Jpjmj�w wEngineering
®Civil
-Architecture
N "'RNATION
Landscape
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Architecture
INC*
—Land
Surveying
--Construction
PAIM ` DESERT DIVISION
Management
41--M BOARDWALK * SUITE 101 * PALM DESERT, CA * 92291
(760) -9844 * FAX- -(760) 346-9368
1. AL AOF . ►k QfIATA .Ar
GOVERNINGTHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY
STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL !RE COMMENCING WORK.
OCCASIONEDHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
4. THE CONTRACTOR SHALL RESPONSIBLE FOR
THE REMOVAL,REPLACEMENT OR
RELOCATION
O ` OF ALL
REGULATORY,
- ,. ,. . AND GUIDE SIGNS.
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY
ENGINEER. TRAFFIC STRIPING, LEGENDS
r r
PAVEMENT MARKERS, 1YPE AND LOCATIONS SHALL BE APPROVED BY■
E CITY
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