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221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00
FALCON RIDGE WAY
SEE SHEET 6
V) (A PROPOSED CATCH BASIN AND -STORM PROPOSED ETIWANDA Cf) r. z PROP. EDGE U RAIN PIPE PER STORM DRAIN M M Li cq cq ELEMENTARY SCHOOL # 13 0 F PAVEMENT Iq (0 0) U-) 0 IMPROVEMENT PLAN SHEET #9 rn
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�&_Q AOPI nPF CONN�::*-" .................. LIJ
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IYTLE CREEK ROAD' ............ - --------- I u C'4 SD Q 41 S1. I NI. z
2.w YT 22� 47. , L LIE CREE 1w -W 2'*W -W 2-W ... . ........ 2W 2 2 2W 2W I i�N 2W 2
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mozTm i -rvo c c-1 PROPOSED C.S.P. INLET ANDSTORM DRAIN PIPE PER DELINEATORS PER . Ln STORM DRAIN IMPROVEMENT SIGNING & STRIPING
PLAN SHEET # 9 CO 04
Q)
20.37TC
19.97TC
1 8.97FL, 1 2" CF 19.37FL, 1 2" CF
a-
1 9.8 7TC 20.48TC
1 9.20FL, 8" CF 1 9.81 FL, 8" CIF
19.78TC - 20 * 57TC
1 9.90FL, 8" CF
1 9.1 1 FL, a" CIF
�? 1 ___7 —
FL 0 �W �FLOW
1 9.38FS 19.99FS
5, � 5' W=21' 6' 5,
FA
51
wn I
00 CB. STA. 227+25 LYTLE CREEK ROAD
LOCAL DEPRESSION DETAIL
SCALE: 1 "=1 O'
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING D
SHOULD CONSTRUCT11ON OF THE REOUIRED
IS: CL OF LYTLE CREEK ROAD NOO*40'22"W
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
1325.56' BASIS OF BEARING PER MB
30 Z-) 309/7-10. MVVVVVVVVVVVVVV%1V~ OF THE DATE OF APPROVAL SHOWN HEREON AND
11
BENCH MARK: DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, THE CffY
SAN BERNARDINO COUNTY BENCHMARK BEFORE ENGINEER MAY REQUIRE REMSIONS TO THE PLANS
#8-17. SBD CO BR DISC IN CONIC LEG YOU DIG
TO BRING THEM INTO CONFORMANCE W7TH
POWER TOWER SCE#195 343' IN HIGHLAND TOLL FREE
AVE. 0.2' VII W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
–IIELEVATION = 1428.61 (DATUM OF 1929) REV.
CONSTRUCTION NOTES
( -i) CONSTRUCT 6.5" MIN AC ON 12" MIN COMPACTED NATIVE SOIL (95% COMPACTION) PER CITY OF FONTANA STD.
CURVE DATA
NO. 400
LENGTH
RADIUS
TANGENT
CONSTRUCT
8" CURB
AND GUTTER PER CITY STD. PLAN NO. 1000
43.00'
CONSTRUCT
STANDARD
CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
54.98'
CONSTRUCT
4" THICK
PCC SIDEWALK PER CITY STD. PLAN NO. 1006
INSTALL STREET
LIGHT
PER STREET LIGHT PLAN
CONSTRUCT
LOCAL DEPRESSION
PER CITY STD. PLAN NO. 3003 CASE A
CURVE DATA
CURVE #
LENGTH
RADIUS
TANGENT
DELTA
C1
67.54'
43.00'
43.00'
90*00'00.00"
C2
54.98'
35.00'
35.00'
90*00,00.00"
�,IJU Z)/-%VYkU I /A 1 I U Mr-MUV r- LA13 I IINU AU I-MLIVILP4 I
REMOVE TELEPHONE POLE AND UNDERGROUND FACILITIES BY OTHERS
GRIND AND OVERLAY PER DETAIL 1/2
INSTALL INFILTRATION TRENCH PER DETAIL B/3
INSTALL 12" HDPE TO CONNECT INFILTRATION TRENCH PER DETAIL 8/3
NIP L Ilion FUSCOE
DRAM BY:
NO. C 047255 M E N G I N E E R I N 6
ui m
0� Exp. 1 2/3 1 / 1 7 -0 2850 Inland Empire Boulevard, Suite B, Ontario, California 91 764 DESIGNED BY
tel 909.581.0676 a fax 909.581.0696 a www.fuscoe.com
cl CHECKED BY:
OF Date
REVISION DESCRIPTION DATE ENGR. CI TY DATE STEVEN L. ELLIS R.C.E. 47255
40' O' 2 O' 40' 80'
SCALE: 1 40'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SCALE:
LYTLE CREEK ROAD AS SHOWN
STA. 221+55.95 TO 233+00.00 DATE:
SEPTEMBER, 2015
DWG. NO.:
APPROkID By..0111 4
07. ACA000e-' 5395
CITY ENGINEER R.C.E. 51152 DATE: 9