HomeMy WebLinkAbout2987-7c
a
z
C
C
er
a
C
C
C
14
I ! EXISTING CURE
II AND GUTTER
\gl
F .
Q
ry
LL.w
Q
on
T
w�
0
0
0
0
w 4?�
0
a12
�1
� Q
inn
I ! EXISTING CURE
II AND GUTTER
\gl
F .
Q
R
Q
L
T
A
30.00'
90°04'07"
47.16'
30.04'
B
30.00'
89°55'53"
47.09'
29.96'
23 24 25
24
EXISTING STREET IGHT--] 19+75.42 HEMLOCK AVE.= I'
11 +95.78 EA GATE WAY EXITING STREET
1361.15 FS LIGHT
rRAr r N 0 14 29 3
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. No. 1015, W=8'
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. No. 1006
7 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. No. 1003
13 SAWCUT AND REMOVE EXISTING PAVEMENT 2 FEET OFF EDGE PER PLAN
14 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. No. 104 (MOD. W=8')
15 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
8y—GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS)
18 REPLACE TEMP. WOOD LIGHT POLE WITH 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016
Q RECORD 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
ich may be incorporated herein as a result
DATE
.•
-01
EIXISTING R/W
PROPOSED 72"'STORM DRAIN
PER CITY DWG NO. 3103
HEMLOCK AVENUE
4
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
>- z
0
Z U
W m
�
z a �–
w 0W
> o� Wa
o STREET IMPROVEMENTS PER
' o �, CITY. DWG NO. 298 J
L r CO,
c00o z c� �' _ GRADE EARTHEN w� ULTIMATE /W
p N w, cv : SWALE TO
~ °°� ' CONTINUE DRAINAG l EXISTING R/W
M — — —
101`,,, EXISTING EDGE
— TAP.F_ __ _ —OFF PAVEMENT —
_—
- — — — — � — — — — — — — —
�_
—77
EXISTING CURB`�`
AND QQTTER
EXISTING� STREET LIGHT
BEAR TREE
LANE
( IN FEET )
1 inch = 40 ft.
PLANS PREPARED FOR REVISISEMIONS Engineer City BENCHMARK"A� Prepared By: CITY OF FONTANA CALIFORNIA
o No. A royal Date: A royal Date: ALLAD.D ENGINEEFIING ROFE55ro
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY CALTRANS BENCHMARK NO. 8-17 ����� s Hq,��<�, STREET IMPROVEMENT PLANS
Q Civil Engineering - Land Surveying -Land Planning Zc
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS BRASS CAP IN CONCRETE S.C.E. TOWER LEG. , ..., ..,, 8253 Sierra Avenue C Drawn By: TRACT NO. 15961 Scale:
H
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
343 N/0 HIGHLAND AVE. 0.2 MI. W/O SAN Fontana, California 92335 W No. 43976 ri JK/WF HEMLOCK AVENUE 1 = 40
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500-B WEST LAKE CENTER DRIVE a �
SEVAINE RD., IN SOUTH CONCRETE BASE OF 9 ) 356-1815 Fax (909) 356-1795 Exp, 6/30/05
DIAL TW❑ WORKING REVISIONS TO THE PLANS TO BRING THEM INTO * Designed B : Date:
.. DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS SANTA ANA CALIFORNIA 92704 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG �, g y FROM N Y � 660 OF BASELINE AVE
BEFORE HIGHLAND AVE. FROM SIERRA AVE. 9 CIVIC- �ti� JM TO 'LY2 MAY 2002
YOU DIG YOU DIG IN EFFECT. (714) 437-0800=---�-OL TFOF Fps
By ' rj': 2L
TOLL FREE 1-800-227-2600 ELEVATION CA Checked B
1428.6090 David S. Hammer, A.C.E. 43976 Date Approved .47 •O 2.. Dwg. No. 7
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i ,e�evRr� aR�lw�iV .S. -? -05 G L?•v (expires 6/30/2005) RD CITY ENGINEER R.C.E. 511527 11
Filename: M:\DWG\17901 \streets\TR15961 \Hemlock—Str7.dwg
-
-
f s�
a.
----------------=----
• Cr
�� C
�7 i7
'
----------------
•! �_
-------------- ---- -----
•• ��
-----�
�• ��
ice• � �
�� �
O
'•
� O
■
EXISTING STREET IGHT--] 19+75.42 HEMLOCK AVE.= I'
11 +95.78 EA GATE WAY EXITING STREET
1361.15 FS LIGHT
rRAr r N 0 14 29 3
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. No. 1015, W=8'
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. No. 1006
7 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. No. 1003
13 SAWCUT AND REMOVE EXISTING PAVEMENT 2 FEET OFF EDGE PER PLAN
14 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. No. 104 (MOD. W=8')
15 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
8y—GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS)
18 REPLACE TEMP. WOOD LIGHT POLE WITH 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016
Q RECORD 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
ich may be incorporated herein as a result
DATE
.•
-01
EIXISTING R/W
PROPOSED 72"'STORM DRAIN
PER CITY DWG NO. 3103
HEMLOCK AVENUE
4
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
>- z
0
Z U
W m
�
z a �–
w 0W
> o� Wa
o STREET IMPROVEMENTS PER
' o �, CITY. DWG NO. 298 J
L r CO,
c00o z c� �' _ GRADE EARTHEN w� ULTIMATE /W
p N w, cv : SWALE TO
~ °°� ' CONTINUE DRAINAG l EXISTING R/W
M — — —
101`,,, EXISTING EDGE
— TAP.F_ __ _ —OFF PAVEMENT —
_—
- — — — — � — — — — — — — —
�_
—77
EXISTING CURB`�`
AND QQTTER
EXISTING� STREET LIGHT
BEAR TREE
LANE
( IN FEET )
1 inch = 40 ft.
PLANS PREPARED FOR REVISISEMIONS Engineer City BENCHMARK"A� Prepared By: CITY OF FONTANA CALIFORNIA
o No. A royal Date: A royal Date: ALLAD.D ENGINEEFIING ROFE55ro
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY CALTRANS BENCHMARK NO. 8-17 ����� s Hq,��<�, STREET IMPROVEMENT PLANS
Q Civil Engineering - Land Surveying -Land Planning Zc
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS BRASS CAP IN CONCRETE S.C.E. TOWER LEG. , ..., ..,, 8253 Sierra Avenue C Drawn By: TRACT NO. 15961 Scale:
H
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
343 N/0 HIGHLAND AVE. 0.2 MI. W/O SAN Fontana, California 92335 W No. 43976 ri JK/WF HEMLOCK AVENUE 1 = 40
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500-B WEST LAKE CENTER DRIVE a �
SEVAINE RD., IN SOUTH CONCRETE BASE OF 9 ) 356-1815 Fax (909) 356-1795 Exp, 6/30/05
DIAL TW❑ WORKING REVISIONS TO THE PLANS TO BRING THEM INTO * Designed B : Date:
.. DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS SANTA ANA CALIFORNIA 92704 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG �, g y FROM N Y � 660 OF BASELINE AVE
BEFORE HIGHLAND AVE. FROM SIERRA AVE. 9 CIVIC- �ti� JM TO 'LY2 MAY 2002
YOU DIG YOU DIG IN EFFECT. (714) 437-0800=---�-OL TFOF Fps
By ' rj': 2L
TOLL FREE 1-800-227-2600 ELEVATION CA Checked B
1428.6090 David S. Hammer, A.C.E. 43976 Date Approved .47 •O 2.. Dwg. No. 7
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i ,e�evRr� aR�lw�iV .S. -? -05 G L?•v (expires 6/30/2005) RD CITY ENGINEER R.C.E. 511527 11
Filename: M:\DWG\17901 \streets\TR15961 \Hemlock—Str7.dwg