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CONTRACTOR TO VERIFY ELEVATION AND
LOCATION PRIOR TO CONTRUCTION
NO. D CURVE DATA
ELTA RADIUS LENGTH TANGENT
/-A 2Y55'28" 22.50' 9.40' 4.77'
GRAPHIC SCALE DES�RIPTION OF REVISION DATE CITY
1APPROVED
40 0 20 40 80
I -
( IN FEET
1 inch 40 ft NOTICE TO CONTRACTOR: PUBLIC STORM DRAIN IMPROVEMENT PLANS
STORM DRAIN CONSTRUCTION NOTES: EXISTING STORM DRAIN TO BE POTHOLED FOR
CONSTRUCT 36' R.C.P. AND BEDDING (D—LOAD PER PLAN) PRIOR TO CONSTRUCTION TO VERIFY EXISTING HAVEN AVENUE
CONSTRUCT 24' R.C.P. AND BEDDING (D—LOAD PER PILAN) ELEVATIONS SHOWN ON THIS PLA.N. BETWEEN 4TH STREET AND
BENCHMW: MWDSC—UF 207 1994 CONSTRUCT MANHOLE NO. I PER CITY OF RANCHO CUCAMONGA STD. 318 20(Y N'LY OF TRADEMARK AVENUE
52' EAST OF HAVEN AVE, 22 FEET SOUTH OF DI A L E two?h T CONSTRUCT CURE) OPENING CATCH BASIN PER CRY OF RANCHO CUCAMONGA Approved By DATE-
ATSF TRACKS SOUTH OF ARROW HIGHWAY STO 300. W & V PER PLAN 110 CITY ENGINEER
3 1/4- BRASS DISK FLUSH IN THE TOP OF L 4 RCE NO. 24953
ET B RAILROAD SIGNAL DIALL TOLL FREE CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 DESIGNED BY: RECOMMENDED-
USGS NAVD88 — ELEVATION 1119.83 1030 Commercs Ceitter Dr., Stf. 200
1-800-227-2600 047255 ic Vff h 3.4
rn
BASIS OF BEARING: AT LEASIT TWO 0AY8 DRAWN BY: Phons (90) 581-0676 SHEET
BASIS OF BEARING BEING THE CENTERUNE OF BEFORN YOU DIG FAX (909) 581-0696
SIXTH STREET. BETWEEN CENTRAL AVENUE AND CG %) 0 F
AVENUE, PER PARCEL MAP NO. 5157, 4 ECKED BY: Qnl &Sweas - Lud Swe-y"s DRAWING NO.
PM8 52/73-70, SHOWN AS BEARING UNDERGROUtiO BERY106 ALERT Job NUMber. 614.01.01
N89'36'55"W OP SOUTHERM OALIFORNIA NJ Date March t 2004 qb-3-D
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