HomeMy WebLinkAbout4017-2x
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DIAL TOLL FREE
a1 -800-422-413C3
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
EXISTING STREET DWG. NO. 2085
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PER DETAIL A -A
SHEET -5
EXIST REMOVE I —
AC PVMT II
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BOOK 023`7 1�4GE 09 IJL�
C K&us6 Std. W&; l IV06 to 100 Q-z/-vG ZZi
BASIS OF BEARING BENCH MARK Note b-�-•v •u.
RECORD DRAW MC2 to- U -07C
THE BEARING OF N 00'12'21° E FOR RAILROAD SPIKE IN POWER POLE NO.
THE CENTERLINE OF THE EXISTING ELM 71833 AT THE NORTH EAST CORNER
STREET AS SHOWN ON CITY'S RECORDS OF POPLAR AVENUE AND SANTA ANA
DRAWING NO. 2085 WAS USED AS THE AVENUE
BASIS OF BEARINGS.
ELEVATION 1019.890
N0. REVISION DESCRIPTION App OVAL ENGR'S j DATE j CITY APPROVAL DATE
REVISIONS
PER DETAIL B—B
SHEET -5
�;(�No. 32499��?
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TRAFFIC ENGINEERING - DESIGN SERVICES
3333 S. Brea Canyon Road Suite 120 Diamond Bar Blvd, CA 91765
Phone: (909) 595-1940 Fax: (909) 959-1314
/ Date Y
L. Y HMA, P.E. R.C.E. No. 32499 Exp. 6/30/07
CONSTRUCTION NOTES:
O CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015.
100'7
O2 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO.
O3 ADJUST MANHOLE/VALVE FRAME AND COVER TO GRADE
O4 CONSTRUCT 5"AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE.
O6 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.
® SAWCUT AND REMOVE EXISTING TAPERED CURB AND GUTTER
O9 SAWCUT AND REMOVE EXISTING CURB TO CONSTRUCT ACCESS RAMP.
1 1 PROTECT IN PLACE.
12 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE.
13 COLD MILL AND JOIN EXISTING PAVEMENT PER DETAIL A -A & B -B ON SHEET C-5.
40'
0 20' 40' 80'
GRAPHIC SCALE
1 "=40'
160'
CITY OF FONTANA, CALIFORNIA
DEPARTMENT OF ENGINEERING
DRAWN BY: SCALE:
ELM STREET IMPROVEMENT PLANS 1" = 40'
N. BUNIA DATE:
DESIGNED BY: ��AN AND PROFILE FEB. 6, 2006
L. YEHUDA OM A 7+66.37/TO STA 36+00.00 SHEET:
CHECK BY:
L. YEHUDA APPROVED: DR. N0. C 4017 2 OF 8
C RC
ENGINEER E N0. 51152
t`r
y
I`
o
DIAL TOLL FREE
a1 -800-422-413C3
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
EXISTING STREET DWG. NO. 2085
v
1 '" 0K,,.,�x. n„,o' - +y., d J .,sit ..4E a'_d ., ,"Y
EXISTING STREET DWG. NO. 2085
t _�4
{2
v Isnob.
�o� Y3 I W 0 O
+
v o� �Ip I^ N 73p�yS
04 Ln
+ p O (0 Ul N � I r� C I— p I � rn cJ )
— r!) — I( Z H F F— E-
00 N Z X x -+- cn (/) cnu cn J O cn N _ cfi X V)
NF- +W +W Ek I QLJ X X 1¢-X3: X~ X �t X Q W X
UI U N CS 17 c� I (n m W W (n W p W LLL Ln W I � W Cn C� r W
Q —
NWo
1 VARIES
13 JOIN EXIST PAVEMENT
PER DETAIL A -A
SHEET -5
EXIST REMOVE I —
AC PVMT II
LU
BOOK 023`7 1�4GE 09 IJL�
C K&us6 Std. W&; l IV06 to 100 Q-z/-vG ZZi
BASIS OF BEARING BENCH MARK Note b-�-•v •u.
RECORD DRAW MC2 to- U -07C
THE BEARING OF N 00'12'21° E FOR RAILROAD SPIKE IN POWER POLE NO.
THE CENTERLINE OF THE EXISTING ELM 71833 AT THE NORTH EAST CORNER
STREET AS SHOWN ON CITY'S RECORDS OF POPLAR AVENUE AND SANTA ANA
DRAWING NO. 2085 WAS USED AS THE AVENUE
BASIS OF BEARINGS.
ELEVATION 1019.890
N0. REVISION DESCRIPTION App OVAL ENGR'S j DATE j CITY APPROVAL DATE
REVISIONS
PER DETAIL B—B
SHEET -5
�;(�No. 32499��?
� EXP. 6-30-07 z
q'�'�eOF C A,\FO
15' p
W
�
Ln O
+ +lo
'; SIX
rn r CL
0
� ¢ z
Lo cn W
PLANS PREPARED BY:
cle)
U
UjW
0
0
cfl
cy)
H
G7
W
Z
J
E—
G
TRAFFIC ENGINEERING - DESIGN SERVICES
3333 S. Brea Canyon Road Suite 120 Diamond Bar Blvd, CA 91765
Phone: (909) 595-1940 Fax: (909) 959-1314
/ Date Y
L. Y HMA, P.E. R.C.E. No. 32499 Exp. 6/30/07
CONSTRUCTION NOTES:
O CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015.
100'7
O2 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO.
O3 ADJUST MANHOLE/VALVE FRAME AND COVER TO GRADE
O4 CONSTRUCT 5"AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE.
O6 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.
® SAWCUT AND REMOVE EXISTING TAPERED CURB AND GUTTER
O9 SAWCUT AND REMOVE EXISTING CURB TO CONSTRUCT ACCESS RAMP.
1 1 PROTECT IN PLACE.
12 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE.
13 COLD MILL AND JOIN EXISTING PAVEMENT PER DETAIL A -A & B -B ON SHEET C-5.
40'
0 20' 40' 80'
GRAPHIC SCALE
1 "=40'
160'
CITY OF FONTANA, CALIFORNIA
DEPARTMENT OF ENGINEERING
DRAWN BY: SCALE:
ELM STREET IMPROVEMENT PLANS 1" = 40'
N. BUNIA DATE:
DESIGNED BY: ��AN AND PROFILE FEB. 6, 2006
L. YEHUDA OM A 7+66.37/TO STA 36+00.00 SHEET:
CHECK BY:
L. YEHUDA APPROVED: DR. N0. C 4017 2 OF 8
C RC
ENGINEER E N0. 51152