HomeMy WebLinkAbout2504-13A.tif1 1360
PROPOSED FINISHED SURFACE AT C/L
-.. — --
EXISTING FINISHED SURFACE AT CA
1340
116+00
PROFILE SCALE
VERT:
1 in
= 4
f t
HORZ:
l in
= 40
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PROPOSED FINISHED SURFACE AT C/L
-.. — --
EXISTING FINISHED SURFACE AT CA
1340
116+00
PROFILE SCALE
VERT:
1 in
= 4
f t
HORZ:
l in
= 40
r~
(6
J
M
J
60 U
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PROPOSED FINISHED SURFACE AT C/L
-.. — --
EXISTING FINISHED SURFACE AT CA
1340
116+00
PROFILE SCALE
VERT:
1 in
= 4
f t
HORZ:
l in
= 40
ft
ABBREVIATIONS:
(E. P.) EXISTING EDGE OF PAVEMENT
C/L CENTERLINE
R/W RIGHT-OF-WAY
FL FLOW LINE
(41.10) EXISTING SURFACE ELEVATION
PL PROPERTY LINE
A.C. ASPHALTIC CONCRETE
LEGEND:
® EXISTING SIGNAL LIGHT & POLE
® EXISTING SIGNAL CABLE PULLBOX
4 EXISTING STREET LIGHT
A �EXISTING FENCE
C
!fti
r
+ ` X0 U
m V T
Vty
J N
Imo ` '" 00 u Tm 00 y
OD U N < Nom' 21%
�+..n1°446
s� '"' S
"' S 00%
306
S 1, 09%
E
1360
C
GRADED PAVEMENT WIDENING EXISTING PAVEMENT I
-� 5VARIES 13' +/-
SEE PLAN
LliLLJZ
J
H T.
C
U
2 1 VARIES
!�AkS = 2. 00%
S = 5%
2
SECTION P -P
N. T. S.
117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00
HEMLOCK :2 CURVE DATA:
ry SIGNAL TO BE RELOCATED PER
AVENUE SIGNAL PLANS, DWG. 2504SL CURVE ARC TANGENT
N m� NUMBER DELTA RADIUS LENGTH LENGTH
�;� DETENTION BASIN
o
SEE SHEET NO. 11 Q�
3� 90° 15' 42" 35. 00' 55, 14' 35. 15'
Lu
�o w
U
I z J EXISTING STORM DRAIN STRUCTURES
<c 0_ N w m w PER DRAINAGE NAGE PLANS
I 1— w N m w o 0 W
cn mN m � UJ o o J EXISTING 10" SEWER MAIN
I• 1 +u
o + ¢ 00 00 CD as „
P w `-' 0 _ N + + w 2 EACH 42"x 29 ARCH CMP PER MADOLE
as l— `� c\jr' `� ENGINEERING DRAINAGE PLAN FUTURE
I LO w ¢ 0 � ¢ vwi
� 0 ¢ o
/ o f cn m o 1- z l- L�
In w V) Q 10' BASELINE SETBACK LINE
0I; _ __ __ __ __ __ __ __ __ ®_ w
I R W 610. 63' o Q
z _ _ _
_ _ _ Ln ~
1
�J ( _ _ _ _ _ _ _ r +
r _ 00 o I UTILITY POLE TO �-
�'� FUTURE SIDEWALK, CURB & GUTTER, o
BE RELOCATED
Ln 3 13 2
A PAVEMENT
to w
------ w
12 w
w
— - -•�- — —
Rum
ING EXIST
L
N
N 89' 55' 59" E—
_ C __, --- 2-B--�S �L 14Em —� A E —�
117 ' 118 I 119 12 P 120 121 122 I� 123 124 125 126 127
4 -------------------
-U. G. SIGNAL CABLE-- �`-�- -------------- II -- ---- -- - - --- --------------------------------------- ------------------
' 17" WATER)— zc�
-1— —
U. G. PHONE CABLE PP
P PP - ,�: z
PP w
EXISTING 17-3/8" GWBR WATER MAIN V ' - - "- "` w V o 0
EXISTING CURB & GUTTER 4 ® I ® z EXISTING R W o0
`n
W l— N z
m W •--�
Q
STA. 10+00.00 C/L HEMLOCK AVE I i o a U) m
STA. 118+36.77 C/L BASELINE AVE ¢ CONSTRUCTION NOTES:
z�
o_
oCONSTRUCT 5-1/2" A. C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ( SEE GEN, NOTES NO. 6 & 7)
00 -,,1-
00
+z 10 CONSTRUCT 0,1' MINIMUM A. C. OVERLAY
NOTES: 1. SEE BASELINE AVE. STRIPING PLAN FOR STRIPING CONFIGURATION CD
z
AND SIGN, MARKER AND DELINEATOR LOCATIONS. CONSTRUCT 6-1/t" A. C. OVER 12" OF 95% COMPACTED NATIVE SOIL.( SEE GEN. NOTES NO. 6 & 7 )
2. ADD 1300 FEET TO ALL PLAN VIEW ELEVATIONS. Q >Ln
��t'
3. TRAFFIC SIGNAL RELOCATION AT THE NORTHEAST CORNER OF '- <XmV) w w NORW , D J, �'Q �� 12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE.
4. REFERENCE SIGNING AND STRIPING PLAN FOR BASELINE REQUIREMENTS. K1
HEMLOCK AND BASELINE BY SEPARATE PLAN. cm�O m CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING AS DIRECTED IN
I � �i
INTERIM IMPROVEA NTSN0. C- 3786 �' THE F I ELD TO PRODUCE A SMOOTH SECTION.
Expa0t
�'VIL 0—CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1
p� CAI:
�j5yy. !8j zoo 14 INSTALL REFLECTIVE MARKERS PER CALTRANS STD. A -73A TYPE L-1 @ 10' 0. C.
25 REMOVE EXISTING A. C. DIKE.
BENCH MARK:
CITY OF FONTANA BENCHMARK
N 7 CIRCUIT N 7-
0 3 8, C I CU I 0. 6 5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267.84
o�Qoac�Q� Lr �9 um�o
CIVIL ENGINEERING CONSULTANTS
ENGINEERING — PLANNING — SURVEYING — C/VILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
REVISIONS Engineer Cl ty DESIGNEDLLYBY
Approvol Dote: Approvol Dote:
DRAWN BY
�'� NJK
CHECKED BY
BRH
SCALE
J013 No.
965023
DATE
JUNE 97
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t
SVG
L NN 43 6 DAT
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LO NY L. r
w YOUNG M
No. C-043216
Exp. 3/31/00
CIVIL
1.
OF AL 15
1340
CITY OF FONTANA, CALIFORNIA
STREET PLAN—TRACT 14293 sci`-E= 40*
BASELINE AVENUE DATE:
APPROVED: ':;� co/iI'/97 DRW. N0, JUNE 1997
iz%4 CITY ENGINEER RCE 25126 DATE 2504 SH. 13A OF 13