HomeMy WebLinkAbout3611-2GRIND 0.10' MIN SAWCUT AND REMOVE
EXIST. PAVEMENTEXIST. PAVEMENT
AND OVERLAY 5' 1'
�
0.10' MIN, W/ REMOVE EXIST. A.C. DIKE
TACK COAT (MIN) (MINWHERE APPLICABLE
EXISTING PAVEMENT
4+50
I
I
2.00%
STATION
B=4"
PROP. CROSS -FALL
(EX. EP TO PROP. LIP)
5+00
0.65%^
S=3'
1+76.93
0.45%
1.71%
y
_ n
0.60%
0.60%
2+00
0.90%
0.90%
6+00
0.35%
3.43%
2+50
1.25%
1,14%
6+50
0,64%
0.64%
3+00
1.25%
1,43%
7+00
1.22%
1.22%
LLJ
72
1.05%
1.14%
7+50
0.80%
0,80%
LLJ
0,45°
2.00%
8+00
0.50%
0.50%
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00
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4+50
0,45%
2.00%
STATION
EX. CROSS -FALL
(GB TO EX. EP)
PROP. CROSS -FALL
(EX. EP TO PROP. LIP)
5+00
0.65%^
-
2,86%m
1+76.93
0.45%
1.71%
�_.
5+50
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0.60%
0.60%
2+00
0.90%
0.90%
6+00
0.35%
3.43%
2+50
1.25%
1,14%
6+50
0,64%
0.64%
3+00
1.25%
1,43%
7+00
1.22%
1.22%
3+50
1.05%
1.14%
7+50
0.80%
0,80%
4+00
0,45°
2.00%
8+00
0.50%
0.50%
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TOLL FREE 1-800-226-26070
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ma
MATCHLINE STA:1 +59.91
SEE SHEET 3
1 +59.91_ BCP SIERRA
42.78 FL I
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98 FLS
GB
10__ 1 U,L)I ES AVENUE
16V1 +00\ CERES
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CONSTRUCTION NOTES:
0-- CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD, PLAN NO. 1003.
(D—BLANK
3 -- �-- INSTALL 4.5" (CERES) AND 6.5" (SIERRA) OF AC ON 12" COMPACTED NATIVE IN ACCORD.
WITH CITY OF FONTANA STANDARDS 1000 & 1001.
4 CONST. COMMERCIAL DRIVE APPROACH (W=PER PLAN) PER CITY OF
FONTANA STD.#1005 A
5 --CONST. SIDEWALK PER CITY OF FONTANA STD, PLAN NO, 1015,
6 — CONST. ACCESS RAMP PER CITY OF FONTANA STD, PLAN NO. 1006.
7 BLANK
8 DISCHARGE STRUCTURE, PER APWA STD. DWG 151-1 ON SHEET 3.
9 RELOCATE EXISTING STREET LIGHT, SEE LIGHTING PLAN.
10 EXISTING TRAFFIC EQUIPMENT LOCATION, DISPOSITION TO BE DETERMINED BY
CITY TRAFFIC ENGINEER.
11 SAWCUT AND GRIND & OVERLAY PER CITY STDS, SEE
TYPICAL SECTION A, SHEET 2.
12 REMOVE EXISTING CURB & GUTTER AND SIDEWALK,
13 ADJUST TO GRADE PER CITY OF FONTANA STDS.
14 PROTECT IN PLACE, ITEM AS NOTED.
15 REMOVE EXISTING PAVEMENT FULL DEPTH IN THE LOCATIONS SHOWN.
16 INSTALL CITY OF FONTANA 10' STD CROSS GUTTER IN ACCORDANCE WITH DETAIL 105.
GUTTER SHALL HAVE 1" HIKE BETWEEN FLOWLINE AND LIP.
17 MATCH AND JOIN TO EXISTING IMPROVEMENT.
18 RELOCATE EXISTING IMPROVEMENT.
CURVE
TA
TAN
I� I
SHOULD CONSTRUCTION OF THE REQUIRED
SEAL
Prepared Under The Supervision
CITY OF FONTANA, CAL(FORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
SEAL
Prepared Under The Supervision
CITY OF FONTANA, CAL(FORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO
aFEsS�o
� 4��
STREET IMPROVEMENT PLAN
YEARS QE THE DATE OF APPROVAL SHOWN HEREON
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DRAWN
SCALE-
CARRIED FORTH IN A DILIGENT MANNER, THE
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VINCENT W. SCA PATI
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CEDES AVE.,'W. OF 77F
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
.x� 6/30/2006
DESIGNED,
,.. PLAN A PROFILE
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PLANS TO BRING THEM INTO CONFORMANCE WITH
OF�e�
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Exp. U t :C - 30— ate a
OFICE�
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DESCRIPTION
CITYtD—ATESTANDARDS
IN EFFECT.
ENGR'S �A Q 4 0
S
DATE:
m ZIN 3611
4