HomeMy WebLinkAbout2803-3(VALLEY BLVD
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LAYOUT REFERENCE LINE
1080.0
1 n -7n n -Zw E71
1080.03' TC
1 'T '-
1079.20' TC . 1.5
.55
CURB FACE -o"
PLAN VIEW
NOT TO SCALE
GRAPHIC SCALE: 1 "=20'
SCALE: 1"= 20'
(SEE SHEET 5 OF 7)
pir..
2.0'
T
RIBBON GUTTER
(FUTURE)
GUTTER
CATCH BASIN DETAL #1
\INV
nc6rcw10Tnnw1 ED A 01LI r%=Ir A N
3/4" DIA. GALVENIZED
STEEL BAR
X12" C.F.
8" OPENING
SECTION A -A
NOT TO SCALE
PIPE DATA
C!)
LENGTH
BEARING
O
68.96'
S57'46'37"W
O
56.82'
S52'21'02"E
O
17.43'
N 11 '16' 48"W
O
43.26'
S83'25'08"W
170.23'
S08039'28"E
EXISTING R/W
=12OSITON MOTES PROPO
EXISTING BUILDING TO BE REMOVED B`1<�OTHERS
1-M PROTECT IN PLACE EXISTING CL FENCE
TO BE REMOVED BY OTHERS
LEGEND
PROPOSED 1
�-- FLOWLI NE
M CATCH BAS! aC o EX1S
CUT/FILL-DAYLIGHT LINE
DETAL, �Z �OW F
3 LIMITS OF GRADING
RIP -RAP
2 2 LIQ TO
PROPOSED
EXISTING CONTOUR EXISTING R/W
1 21 4'
077.35 I `-
0 20 40 8D 120
GRAP+r SCALL- I "=4a'
0
Z
F.
W
W
0)
W
W
C0
—JOW-- PROPOSED CONTOUR �nnvvc owe.►. 1T/1LL rwi1un44,U.1�
� --- PRC OSED R/W
WITH CL FENCE
TC 2:1 MAX CUT OR FILL SLOPE ' h a , I o F
+ hh' R= 294..0'\ 1
FUTURE IMPROVEMENTS �. N=9*22'0D~".... 1092
::
— - - - Q L= 48.06' W
CONSTRUCTION NOTES
2........................... z
k �. : 1
1 REMOVE CL FENCE INCLUDING GATES.,, 19' PUBLIC`` TILITY AND
O
_.
LANDSCAPE: EASEMENT \
INSTALL BRICK do MORTER PLUG
�#
.. ?.Q.`::::.
8 INSTALL 36" RCP, D=1350, WITH RUBBER Q`
GASKETED JOINTS I ,
::...,;\
9 CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL .,.
ON SHEET 2. t
1 1 CONSTRUCT 24 RCP STUB, D=1350 (L=5) --- F
4� II %\ �.
12 INSTALL 48 CLAP RISER INLET (SEE DETAIL ON �, ni 1090
1077.98 �..
SHEET 2B) \ I \ r
INV CONSTRUCT 18" RCP D=1350. h � \
17 CONSTRUCT 30" SRP MANUFACTURERED BY
PACIFIC CORRUGATED PIPE CO. OR APPROVED \ 3G.- •
EQUIVALENT'
30' 4\
18 PROVIDE RIPRAP (75 LB CLASS ROCK), THICKNESS= 1.5' ' 1089
\\
�{ 2'
20 CONSTRUCT 24" SRP MANUFACTURERED BY
PACIFIC CORRUGATED PIPE CO. OR APPROVED
CATCH BASIN DETAL #2 EQUIVALENT
NOT TO SCALE
1080.03 T
21 CONSTRUCT CURB INLET PER CITY OF FONTANA
STD. DETAIL 121, MODIFIED FOR 6" C.F.
WITH 4" L.D. (W=8.0' V=3.68')
22 CONSTRUCT CURB INLET PER CITY OF FONTANA
STD. DETAIL 121, MODIFIED FOR 6" C.F.
WITH 4" L.D. (W=4.0' V=3.30')
23 CONSTRUCT CURB INLET PER CITY OF FONTANA
STD. DETAIL 121, MODIFIED FOR 10" C.F.
WITH 2" L.D. (W=8.0' V=2.93')
SEE CATCH BASIN24 CONSTRUCT 30" RCP, D=1350, WITH RUBBER
O
DETAL #1 ABOVE GASKETED JOINTS
25 CONSTRUCT CONCRETE COLLAR
PER APWA STD DETAIL 380-1 M A T C H L I N E S E E S H E E T N U 5
26 CONSTRUCT EMERGENGY SPILLWAY WITH
SPLASHPAD PER DETAIL ON SHEET 2 DISCLAIMER
These documents have been prepared for a specific project and shall neither be altered nor
reused for any other purpose. Also, these documents do not represent as -built conditions. If
NOTE TO CONTRACTOR these documents are altered intentionally or unintentionally, or reused without the design
engineer's written approval, it will be at the sole risk and responsibility of the user. The act of
CONTRACTOR TO REMOVE ALL altering or reusing is construed as indemnifying and holding the design engineering firm and its
TREES LOCATED ON-SITE employees harmless from all claims, damages, and expenses, including attorney fees, arising out
of such act.
Q�OFEM,
W T
°c No. 2180 3o
Exp.)
�lglF C1 V Il.
OF CAIS
ABBREVIATION LIST
TC - TOP OF CURB ELEVATION
FS - FINISHED SURFACE ELEVATION
FL - FLOWLINE ELEVATION
FG - FINISHED GRADE
FF - FINISHED FLOOR
R/W - RIGHT OF WAY
� - CENTERLINE
AC - ASPHALT CEMENT
AB - AGGREGATE BASE
GB - GRADE BREAK
CB - CATCH BASIN
CL - CHAIN LINK
TG - TOP OF GRATE
INV - INVERT ELEVATION
CMP -- CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
C&G - CURB & GUTTER
LD - LOCAL DEPRESSION
BENCHMARK: p Kv. ft -A" DEOWTIM WE ENW pTM MIE CITY OF FONTANA, CALIFORNIA
PREPARED urs n� s�ERv�S1aN of:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
PK NAIL IN LEAD 6.46' WEST OF NORTHERLY ASL Consulting EngineersI I iqN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL FONTANA AUTOMALL
CURB RETURN NORTHWEST CORNER OF INTERSECTION 348 WEST HOSPITALITY LANE, sTE. 301 DIAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, K.L.
ROUGH GRADING PLAN As SHOWN
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, SAN BERNARDINO, CA 92408 TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO pESD 81I� DAA;
CITY OF FONTANA DATUM. ELEVATION = 1136.67 (�) 38t-3sss, FAx (sum) 3111111-4176 BEFORE Y❑U DIG DAYS YOUHD GRE .�,� t
K. L. R. E. 12/8/1999
BRING THEM 1NT0 CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT. � 01�0,OAS' zo MEM V. APPRo
QRAMMrG ML -
TOLL 3
A PURL I C SSERV I CE SY UNDERGRMW SERVICE ALERT MY ALD P.. M. \ R. S. �t
SHELDON R.C.E.R C.E X32180 2803
MY REGISTRATION EXPIRES 12-31-2000 CI ENGINEER R.C.E. 25126 DATP 7