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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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DRIVEWAY DETAIL- STA 94+75.00 TO STA 98+25.00
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
CONSTRUCTION NOTES:
D SAWCUT EXISTING PAVEMENT.
8O CONSTRUCT 4 THICK PCC SIDEWALK PER CITY OF
FONTANA STD. PLAN N0. 10159 AND PER THE PLANS.
15 CONSTRUCT MIN. 4.5' AC PAVEMENT OVER 17 MIN.
OF 95% COMPACTED NATIVE SUBGRADE.
Q6 CONSTRUCT SPLIT—FACE MASONRY BLOCK WALL WITH WROUGHT
IRON FENCE PER DETAIL 1 ON SHEEP 37, ANGELUS BLOCK OR EQUAL.
CONTRACTOR SHALL INSTALL PER MANUFACTURER'S
SPECIFICATIONS. SUBMIT COLOR SAMPLE TO THE CITY OF FONTANA
FOR APPROVAL PRIOR TO ANY INSTALLATION OR CONSTRUCTION
Q7 RELOCATED EXISTING MAILBOX BY CONTRACTOR.
Q8 CONSTRUCT MIN. 4.5' PCC OVER 17' MIN. OF 95%
COMPACTED NATIVE SUBGRADE.
�9 CONSTRUCT CHAIN LINK FENCE AND GATE PER APWA
STD. PLAN 600-1. SEE DETAIL 1 ON SHEEP 10.
Q1
REPLACE EXISTING MAILBOX BY CONTRACTOR.
Q8 INSTALL NEW WROUGHT IRON SLIDING GATE AND
3—FT WIDE PEDESTRIAN SWING GATE PER MANUFACTURER'S
SPECIFICATIONS. CONTRACTOR SHALL SUBMIT DRAWING FOR
APPROVAL. REFER TO TYP. DETAIL 2 ON SHEET 37 AS REFERENCE.
39 INSTALL NEW WROUGHT IRON SLIDING GATE PER
MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL
SUBMIT DRAWING FOR APPROVAL. REFER TO TYP. DETAIL 2 ON
SHEET 37 AS REFERENCE.
40 INSTALL NEW WROUGHT IRONJMOTORIZED, SOLAR—POWERED
SLIDING GATE PER MANUFACTURER'S SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT DRAWING FOR APPROVAL
REFER TO DETAIL 2 ON SHEET 37 AS REFERENCE.
NOTE:
SEE SHEETS 14, 15, 169 & 17 FOR
STREET CONSTRUCTION PLANS.
SEE DEMOLITION PLANS FOR REMOVAL
ITEMS.
SEE SHEET 37 FOR TYPICAL DRIVEWAY
CONSTRUCTION ELEVATIONS.
---------- GRADE BREAK
Nor'25-1 Tole To lle,e"Lo r4 ✓ � 25xls7- C'11141/v
GtD/UST�c�L�C T�'b,
i
lU o r,�: SOA)rRlqr 7- o 12 70 lloele1614TIo,�J
RECORD DRA�JING
20 10 0 20 40
SCALE IN FEET
REVISION DESCRIPTION
CITY OF FONTANA, CALIFORNIA
QROFESS/0
a 4.
firxmr�IIIM XX 7 -
CITRUS AVENUE WIDENING IMPROVEMENTS
1131 W. 6th sr.,SUITE 350, ONTARIO, CA 91762
DRAWN BY -
(909) 933-5225, (909) 933-5228 FAX
No. No. 3000s m
EH
ROAD Y — DRIV
1 =20Exp.
Prepared Under The Supervision Of :
9/30/ 7 ,
DESIGNED BY:
CW
7,**,DL7A1LS.
,DATE:
/ � �
10/17/05
�
OL-1
�F CA�-\��
f>
��� A' r�
CHECKED BY:
.
APPR B �\
/Z./• .
DRAWING NO.:
3247
Y37
C ENGINEER .C.E. 51152 DATE:
DB
t'
N
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
CONSTRUCTION NOTES:
D SAWCUT EXISTING PAVEMENT.
8O CONSTRUCT 4 THICK PCC SIDEWALK PER CITY OF
FONTANA STD. PLAN N0. 10159 AND PER THE PLANS.
15 CONSTRUCT MIN. 4.5' AC PAVEMENT OVER 17 MIN.
OF 95% COMPACTED NATIVE SUBGRADE.
Q6 CONSTRUCT SPLIT—FACE MASONRY BLOCK WALL WITH WROUGHT
IRON FENCE PER DETAIL 1 ON SHEEP 37, ANGELUS BLOCK OR EQUAL.
CONTRACTOR SHALL INSTALL PER MANUFACTURER'S
SPECIFICATIONS. SUBMIT COLOR SAMPLE TO THE CITY OF FONTANA
FOR APPROVAL PRIOR TO ANY INSTALLATION OR CONSTRUCTION
Q7 RELOCATED EXISTING MAILBOX BY CONTRACTOR.
Q8 CONSTRUCT MIN. 4.5' PCC OVER 17' MIN. OF 95%
COMPACTED NATIVE SUBGRADE.
�9 CONSTRUCT CHAIN LINK FENCE AND GATE PER APWA
STD. PLAN 600-1. SEE DETAIL 1 ON SHEEP 10.
Q1
REPLACE EXISTING MAILBOX BY CONTRACTOR.
Q8 INSTALL NEW WROUGHT IRON SLIDING GATE AND
3—FT WIDE PEDESTRIAN SWING GATE PER MANUFACTURER'S
SPECIFICATIONS. CONTRACTOR SHALL SUBMIT DRAWING FOR
APPROVAL. REFER TO TYP. DETAIL 2 ON SHEET 37 AS REFERENCE.
39 INSTALL NEW WROUGHT IRON SLIDING GATE PER
MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL
SUBMIT DRAWING FOR APPROVAL. REFER TO TYP. DETAIL 2 ON
SHEET 37 AS REFERENCE.
40 INSTALL NEW WROUGHT IRONJMOTORIZED, SOLAR—POWERED
SLIDING GATE PER MANUFACTURER'S SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT DRAWING FOR APPROVAL
REFER TO DETAIL 2 ON SHEET 37 AS REFERENCE.
NOTE:
SEE SHEETS 14, 15, 169 & 17 FOR
STREET CONSTRUCTION PLANS.
SEE DEMOLITION PLANS FOR REMOVAL
ITEMS.
SEE SHEET 37 FOR TYPICAL DRIVEWAY
CONSTRUCTION ELEVATIONS.
---------- GRADE BREAK
Nor'25-1 Tole To lle,e"Lo r4 ✓ � 25xls7- C'11141/v
GtD/UST�c�L�C T�'b,
i
lU o r,�: SOA)rRlqr 7- o 12 70 lloele1614TIo,�J
RECORD DRA�JING
20 10 0 20 40
SCALE IN FEET
f3J3 VL E
CITY OF FONTANA, CALIFORNIA
QROFESS/0
a 4.
firxmr�IIIM XX 7 -
CITRUS AVENUE WIDENING IMPROVEMENTS
1131 W. 6th sr.,SUITE 350, ONTARIO, CA 91762
DRAWN BY -
(909) 933-5225, (909) 933-5228 FAX
No. No. 3000s m
EH
ROAD Y — DRIV
1 =20Exp.
Prepared Under The Supervision Of :
9/30/ 7 ,
DESIGNED BY:
CW
7,**,DL7A1LS.
,DATE:
/ � �
10/17/05
�
OL-1
�F CA�-\��
f>
��� A' r�
CHECKED BY:
.
APPR B �\
/Z./• .
DRAWING NO.:
3247
Y37
C ENGINEER .C.E. 51152 DATE:
DB
t'