HomeMy WebLinkAbout3080-2NOTE:
* CONTRACTOR TO VERIFY JOIN ELEVS.
PRIOR TO CONSTRUCTION
CURVE TABLE
CURVE RADIUS
DELTA
LENGTH
TANGENT
(A> 35.00
89'54'54"
54.93
34.95
B 35.00
90'05'06"
55.03
35.05
30.00
84'06'09"
44.04
27.06
30.00
84' 17'20"
44.13
27.15
I '
87.0f FS * ( I
JOIN
BENCH MARK: 360 BASIS OF BEARINGS: SCALE IN FEET
i
CITY OF FONTANA BENCH MARK. THE BASIS OF BEARINGS FOR THIS 0 40 80 120 160
NAIL IN POLE #1536704E AT MAP IS NO'02'39"W. BEING THE rm
SOUTH WEST CORNER OF LIME CENTERLINE OF ALMERIA AVENUE AS
AVENUE AND BASELINE ROAD SHOWN ON PARCEL MAP 3218,
ELEVATION: 1376.09 P.M.B. 29/15 WAS USED.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT, Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� ySFti OF
PREPARED
E AND ASSOCIATESN THE , INC.STREET IMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
DRAWN BY: 'TRACT NO. 11006 SCALE: —
� 300 cc� � No. 62183 rn h 10601 CHURCH STREET, STE. 107 MJG 1 " 40' i
DIAL RANCHO CUCAMONGA, CA 91730 ALMERIA AVENUE
Exp: 9-30-05 � ROM BASE AVENUE TO ±650'DATE:
Two WORKING 4 FINAL SUBMITTAL 02/25 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � � PHONE 909 948-1311 DESIGNED BY:
BEFORE .N. DAYS BEFORE 3 3RD SUBMITTAL 01 28 s� �� MJG SLY OF E E AVENUE FEB 2002
YOU DIG YOU DIG / BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qTF Civi CAL Fo�� Date : z-• a:� CHECKED BY: PPR D BY.
2 2ND SUBMITTAL 12 4 OF DRAWING NO.:
TOLL FREE 1-800-227-2600 / RCE 62183 EXP. 9 -30 -05144 --es 2 '
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1ST SUBMITTAL 9 12 STANDARDS IN EFFECT. RC7 M L 3080 6 I
/ CITY ENGINEER R.C.E. 51152 ATE
J:\692-1430\streets\STREET02.dwg, 02/25/2002 03:42:39 PM, mjg