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EXISTING
12" WATER
R/W
EXISTING STREET IMPROVEMENTS
PER TR 13750, CITY DWG NO. 1880
EXISTING
R
o
L
T
SEWER 8"
65.00'
,.4 EXISTING
26.62'
13.50'
B
65.00'
STREET LIGHT
25.66'
13.00'
EXISTING
EXISTING
00 (TYP)
w
SIDEWALK
SEWER
EXISTING
00
MANHOLE
x EXISTING
SEWER
06
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CATCH
BASIN
MANHOLE
EXISTING
+
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240 SD
30+68.71 BRIDLEPATH DRIVE=
10+00.00 BISON LANE
R'IALMA LotEPS
1619.35 �<
22 21 1' FL I�7
w 1_ T612
\\may Sp._ - U.28"—
EXISTING - ` _ �i� OW FL
SIDEWALK
EXISTING _
CURB & GUTTER ,� R� --"
EXISTING 10+48.35 ECRB
CATCH BASIN 1620.26 TCWO
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12 17 19 21 22 25
EDIIIONTON DRIVE
910
110 IL467W
SEE
T O
ALK DETAIL
7
33+88.21 BRIDLEPATH DRIVE� EXISTING CURB
10+00.00 DECOY LANE & GUTTER ---
(1636. FS
UNi Vr . " _ 1635 FL
— — — — 22 12 21
EXISTING
32 STREET LIGHT ( 33 57
EXIST FH
20D ,N o W ATER VALVE
,
i. 10+50.03 B R24 PROPOSED 1` g G
F--'� 1620.95 T R/W 1636 \
r� �' -,n 25 EXIST R/IN /c, AA
EXISTING STREET IMPROVEMENTS
PER TR 13750, CITY DWG NO. 1880
EXISTING
STREET LIGHT at1
(TYP)
/ X
RIW
h gCR EXIST. 24" X 36"
10+4'83 TC VERIZON PULL BOX
CC
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+ cv 23 �� W m o c� + `�\ 11 1 1
� � � zo z�z �-�� �� c�
+ DECOY LANE 4S
�N� o W �n rr� o
52.28 71.58' z W z o Wo
SEE SHEET 5 0 c--> ;
CURB BUS BAY .o o rn
Y
TRANSITION (EXISTING) 3 Z to ^ o �
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+ 6 fr C�f� N + Cl cc A Ot M N
.- W�Wi- z��z�-- 21
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17 20 24 12 17 1 -9Y2 -0'Y2 1 2224 25 22 2
ARECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
ay be incorporated herein as a result
D TE
g6
VARIES 1.5' TO 2.0'
1' 5'
W
-� 22 GRIND AND REMOVE EXIST
3 AC PAVEMENT AND OVERLAY
o WITH NEW AC AND SEALCOAT
-2_
21
LEGEND
PROPOSED A.C. PAVEMENT
LAP JOINT SECTION "A" -"A"
NTS
' � I
( IN FEET )
1 inch = 40 ft.
E
CONSTRUCTION NOTES
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,WIDTH AS SHOWN ON PLANS
12 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT
= -EXISTING RAN
WATER VALVE
EXISTING
EXISTING CURB & GUTTER
12 WATER`*
"AM310°
°D NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
#5X24" TIE BARS ® 24" OC
.� e G
�' • '
CS
y
•. F -A » •.
4-
C3
8" PCC (560-C-3250) WITH
6X6 16 WWF REINFORCEMENT
CONCRETE PAVEMENT JOINT DETAK
HORIZ: 1 "1'
SCALE:
VERT: in = 1P
16 EXISTING STREET LIGHT TO BE REMOVED AND RELOCATED PER CITY DWG. NO. 3094
17 SAW -CUT & REMOVE EXISTING CURB AND GUTTER
19 SAW -CUT & REMOVE EXISTING SIDEWALK
20 CONSTRUCT PCC CURB (ONLY) 8" CF TO 6" CF PER CITY STD. DWG. NO. 1003
21 CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 9590 COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
a—GRIND AND REMOVE EXISTING A.C. PAVEMENT AND OVERLAY WITH NEW SEAL COAT PER
SECTION "A -A" ON SHEET NO. 6 AND/OR SECTION "B -B" ON SHT. NO. 5 AS APPLICABLE.
24 RECONSTRUCT BUS BAY PER CITY STD. DWG. NO. 1014
(SEE CONCRETE PAVEMENT JOINT DETAIL HEREON)
25 REMOVE BUS BAY GUTTER PER LIMITS SHOWN ON PLAN
CURVE DATA
0
R
o
L
T
A
65.00'
23'2752"
26.62'
13.50'
B
65.00'
22'37'12"
25.66'
13.00'
REV. NEVRM Op.NE'.YT>f01r DAIS ENGR. CITY DATE PLANS PREPARED FOR: FESSprepared By: CITY
O SHOW CONSTRUCTM � OWNER/DEVELOPER/APPLICANT Q�p�ON� OF FONTANA, CALIFORNIA
1OVE ON'I'S ?w wrnm ��`OJ�� S HqM��� ALLAAD ENGINEERING
� STREET IMPROVEMENT PLANS
M YEARS OF TM DATE OF AMWVAL i`" oP F� �� � Civil Engineering - Land Surveying - Land Planning
BCA DEVELOPMENT' FWE 43 - R.R. SPIKE IN E.P. BY 0) DRAWN BY: SCALE:
SHOW SON AND CAgR® FORTH INA — Z 8253 Sierra Avenue
DIAL DjLIQF�'!' �[A1 TTS CITY EN( � MAY ATTN: BEN ANDERSON PPI1536663E SLY SIDE OF BASEUNE 3 No. 43976 Fontana, 9z33s BRIDLEPATH DRWE
TWO WORKING 220'± ELY OF CHERRY AVE. Exp. 6/30/05 DESIGNED BY DATE:
BEFORE DAYS BEFORE REvIStoNS TO TTS SNS � 17780 FITCH STREET * * (5356- 815 Fax (909) 358-1795 SF TRACT N0. 16167 & 16167-1 FEB. 2003
YOU DIG YOU DIG NRIIM SUITE 120 s� �Qa,
TOLL FREE 1-800-227-2600 T/M 11�1'O Z' 7 O CHECKED BY: APPROVE `.
AND S,j. EFFECT' IRVINE, CA 92614 rF pF CALL fO� David S. Hammer A.C.E. 43976 Date �j DSH DRAWING NO.: 8
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CORD gAVV1N� �•?jeS (949) 863-1055 -FAX (949) 863-0065 0"A MN: X31 1��.�4 ( 4 1 CITW.��4
NEER R.C.E 51152 f D ` 8
FILE: L•\DWG\13402\STREETS\16167\SHT-6.DWG
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