HomeMy WebLinkAbout4812-15+00 10+00
1a+00
SEE SHEET 8 FOR
DEMOLITION PLAN
BASIS OF BEARING BENCHMARK
THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE
ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE
BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS:
E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.)
12433, P.M.B. 165/35-36 O.R. 586 1140.951
438 114 0.418
TOLL FREE _ -"1-800-227-2600 M CURB RETURN ENLARGED TO 30'
A PUBLIC SERVICE BY UN2ERIiMUND SERVICE ALERT REV. REVISION DESCRIPTION
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
3/24/10 TCCPLANS TO BRING THEM INTO CONFORMANCE WITH
DATE ENGR. CITY DATE, STANDARDS IN EFFECT.
1123. 18 TC``
1122 68 FL'
1123 35,f 13.25
h _
/ a 8.3% END ,0" CURB, BEGIN 6" CURB
MAX _A 0"�---
I--, v � 1 22.�a2 TC FL — — —
_-
1F123 BEGIN 0„
CURB
:22 r23 10 _,T
- �-
�.=Q42,2a44 F
1122.69 TC 1/4'DEL I A - - - -- --- _ -
1122.02 FL�
-112 TC
1122--.-19_._FL_________.__.__.______.--____
- - -- ------ - _ 4 1 /4_ DELTA
CURB RETURN ACCESS RAMP DETAIL
SCALE: 1” = 10'
1123.40
i 1123.22 (`FS
122.59
TC/FS"-'O,'
C/FS " "-CF
--------1-t22-?36-
TC/FS 0.. CFv.__ _.___ __.
_ 1122.89 TC
I I
1122.23 FL
1122.89 TC
1122.24 FS
CURB RETURN ACCESS RAMP DETAIL
SCALE: 1" = 10'
STREET CONSTRUCTION DOTES
1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH PER PLAN
5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403, W=8',
CROSS-SECTION MODIFIED PER PLAN
® CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.PLAN NO.
1003, LENGTH PER PLAN. -
114
CONSTRUCT ACCESS RAMP PER SPPWC STD. NO. 111-3, CASE D, TYPE 1
SAWCUT ASPHALT PAVEMENT
INSTALL 7" MIN. AC OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE
JOIN EXISTING IMPROVEMENTS
INSTALL 3" MIN. AC OVER 6" A.B.
PROFILESCALE.-
HORIZ 1'--ZO'
VERT- 1"4'
ENGINEER:
PLANNING ■ DESIGN ® CONSTRUCTION
I
D D 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
CONSULTING 949.472.3505 FAX 949,472.8373 ■ www.RBF.com
Q�pEESSIpyq Prepared Under The Supervision Of
�� `� C . Cqq Fac
C.nDRAWN BY:
� ~
JM
No. 40565 �
/ DESIGNED BY:
� Exp 3-31-2011 XP
,1l CIVIL ���� Date .Z7-10 CHECKED Bti
9jF OF C P`�F� THOMAS C. Y R.C.E. 40565
V(�A DK
OWNER:
`dA1rfj Kaiser Permanente
National Facilities Services
WMS
Poast
Office Box 12916
M-, 0 and, California 94604
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
VALLEY BOULEVARD SCALE:
AS SHOWN
PLAN ac PROFILE DATE:
10/12/09
APPRQ ED BY.�_ __ 1 I DRAWING NO.:
CI N I EER R.C.E.A51152 R 4812 X21
E
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LINE/CURVE
DATA TABLE
BARDELTA
RAD UG
TNG NT 0 MENT
ONO V
1 69°37'14"
30.00' 36.45'
20.86' TOR W
2 20°17'28"
30.00' 10.62'
5.37' VALLEY BLVD DRIVEWAY
9
3 r7
0. 0 31.38
T9. 6
4 N89°35'31"E
-- 2.60'
--
5 N89032'23"E
-- 75.43'
--
20 0
20 40 60
e
SCALE: 1"=20'
ENGINEER:
PLANNING ■ DESIGN ® CONSTRUCTION
I
D D 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
CONSULTING 949.472.3505 FAX 949,472.8373 ■ www.RBF.com
Q�pEESSIpyq Prepared Under The Supervision Of
�� `� C . Cqq Fac
C.nDRAWN BY:
� ~
JM
No. 40565 �
/ DESIGNED BY:
� Exp 3-31-2011 XP
,1l CIVIL ���� Date .Z7-10 CHECKED Bti
9jF OF C P`�F� THOMAS C. Y R.C.E. 40565
V(�A DK
OWNER:
`dA1rfj Kaiser Permanente
National Facilities Services
WMS
Poast
Office Box 12916
M-, 0 and, California 94604
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
VALLEY BOULEVARD SCALE:
AS SHOWN
PLAN ac PROFILE DATE:
10/12/09
APPRQ ED BY.�_ __ 1 I DRAWING NO.:
CI N I EER R.C.E.A51152 R 4812 X21
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