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SEE SHEET 1
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3' MIN
/ 4.5"0
STEEL BOLLARD
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OF FONTANA STD. DETAIL 124-A
SWALE TRANSITION
3' MIN -
11
4" PCC SIDEWALK
(GRADE PER PROFILE)
3' MIN -
2'
11"
6'1" 24"
36 "
ROUND POST BOLLARD
JFACTURED BY:
GUARD DIRECT
201
IL. 60134
27-7347
TIGER DRYLAC
12 49/52890
BOLLARD PER
;ATIONS AND
�.TURER RECOMMENDATIONS
45'
J
GUTTER LIP DETAIL
SEE GUTTER
LIP DETAIL
S
4' BOLLARD -SEE DETAIL 2
THIS SHEET
4" PCC SIDEWALK
2% (GRADE PER PROFILE)
CONST. JOINT
6" P.C.C. (520-C-2500)
WITH HEAVY BROOM FINISH
SECTION A
BOLLARD -SEE DETAIL 2 THIS SHEET
5'
CED CONCRETE N1 xO?E EXIST. CURB EoAND GUTTER00
ZQP.E
NOTE: 0" CF 0" CF I CURB FACE
MATCH EXIST. CF FULL HEIGHT
6 CURB
SAWCUT
I
1• 8' 15' I 8'
EXIST. CURB
7'), AC PAVEMENT REMOVAL
AND REPLACEMENT
O1 ADD WING ON BOTH SIDES WHEN SHOWN PER PLANS
—2- P.C.C. TRAIL ACCESS RAMP
- SCALE: N.T.S. -
Fontana Street Identification
18"
20" Rough Concrete Surfaces
C-25 Sombrero Buff
_-- _ -- C-21 Adobe Tan. °" sm
Molded Plastic:
R, _ --- -- Fontana City Logo (2 Sides) 6 P11 1
- Pacific Electric Logo (2 Sides) - - -
3ASELINE See Specs for details
ROAD --- Sandblasted ---____ BASELINE
Black Fill Lettering
� McDERMO _\ __--
PARK ---
CHERRY AVE A,
NORTH
HERITAGE _ / Rough Concrete Surfaces
PARK -___ DOWNTOWN AL
A, TRAILHEAC
- C-21 Adobe Tan. __--
CIVIC CENTER
Ledgerstone
F EI Dorado Stone
F- Rustic Ledge: Sequoia
#3 Rebar (4 total)
" Finished Grade
T
Concrete Foundation
18" into competent soil
SIZE 3 TYPE 'L'-/ \- SIZE 3 RECTANGULAR PIPE PER CITYor verified by Soils Engineer
ADAPTER PER CITY FONTANA STD. DETAIL 124-A 3�. _
OF FONTANA STD. MIN. SLOPE 1.00% # 4 Rebar
DETAIL 124-A (TYP.) � � � 18 O.C.
Each way NOTE:
16 CONSTRUCT GRADED SWALE PER DETAIL 3 HEREON SEE COLOR DETAIL I
SLOPE PER PLAN ON SHEET 4. 4'sQUARE IN TECHNICAL
SPECIFICATIONS
SIDEWALK DRAIN rZSTREET IDENTIFICATION 5 RECOjeb DRhPJ1AJ6j
SCALE: N.T.S. - SCALE: N.T.S.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA
Q Std ek1Az_ c� l4 o Go•�}• e o
O - - � S �oFESS/ f3a��
Rt✓/Std t K h cS 6 p VY NN N9� znGAMMEMITGCOR/�ORRTII�/7 PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT
fQeWo D
D R.A*j 1 N W10 1.3 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO ���`���y Bow F� 1501 QUAIL ST., NEWPORT BEACH, CA. 92660
o z PHONE: (949) 476-3300 FAX: (949) 721-7142 DRAWN BY: SCALE:
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT - z LF 1" = 20'
w No. C68531 m Prepared Under The Supervision Of CIVIL ETA I LS
DIAL TWO WORKING MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM cr_yt Exp. 9/30/2007 * DESIGNED BY: DATE:
BEFORE ��a DAYS BEFORE
YOU DIG YOU DIG INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT, s�qT o IV �� o��P CHECKED BY: LF APPR ED B . DRAWING
3 2o. 06
F of cA��F 3 3/ p � 1 1
TOLL FREE 1 —800-227-2600 �QM.. Date �i 'l � 3953
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Nancy oyer LT / NB cI ENGINEER R.C.E. 51152 DATE: 27