HomeMy WebLinkAbout2987-2M
a�
0
0
I
WEST WEST
P/L R/W
2:1 SLOPE MAX.
2% MIN.
MEANDERING SIDEWALK
4.5" AC (MIN.)
ON 12" COMPACTED
NATIVE SOIL
EXISTING IMPROVEMENTS
HEMLOCK AVENUE
STA. 16+60.25 - STA. 23+20.63
N.T.S.
T.I =6.5
R/W 111, R/W
-r. %J m' `IVIIIV.) I I I I v�v ■ I I V
ON 12" COMPACTED EASTGATE WAY
NATIVE SOIL
WESTGATE DRIVE STA 10+00.00 TO 11+83.77
N.T.S.
T.I=5.5
TOLL FREE —40mmi 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EAST
R/W
PLANS PREPARED FOR
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500—B WEST LAKE CENTER DRIVE
REVISIONS TO THE PLANS TO BRING THEM INTO SANTA ANA, CALIFORNIA 92704
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. 1 (714) 437-0800
WEST
R/W
12'
4'
34'
FUTURE IMPROVEMENTS
PER TRACT NO. 15990
I L
Lam_
.4;
PROPOSED IMPROVEMENTS
PER CITY PLAN No. 2926
SAN SEVAINE ROAD -68' R/W
STA.10+00.00 TO STA. 35+00.00
N.T.S.
T.I.=6.5
R/W
5' 54'
PUE 27'
is 61 20'
I�
—29°�
---2%----
3
27'
20'
I
4'
EAST
R/W
12'
5.5'
0.5'
2%
7
LOTS
A&B
10'
4.5" AC (MIN.)
ON 12" COMPACTED
NATIVE
R/W
5' 1
PUE I
:'� M
0
0 2%
LINE
4.0" AC (MIN.) --/ TYPICAL SECTION -54' R/W
12" COMPACTED
NATIVE CENTERSTONE WAY, FAIRHAVEN DRIVE
NA
WEST GATE DRIVE AND WINDERMERE WAY
N.T.S.
T.I.=5.5
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
c may be incorporated herein as a result
E
REVISIONS Engineer City BENCHMARK
No. Approval Date: Approval Date:
"T" 1-260HOMME
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
,s- ELEVA11ON: 1428.6090
P/L
R/W IT- R/W
NA `IVI I I Y •, TYPICAL SECTION -50 R/W
ON 12 COMPACTED
NATIVE ,
CAMDEN COURT AND ROCKFORD COURT
N.T.S.
T.I.=5.5
CONSTRUCTION NOTES
Prepared By:
ALLARD ENGINEERING Q(tQFESSIpN9
����PZ� S H4' �
Civil Engineering - Land Surveying - Land Planning q Zc
8253 Sierra Avenue ti Z Drawn By:
Fontana, California 92335 w No. 43976 M WF
(9 9) 356-1815 Fax (909) 356-1795 Exp, 6/30/05
Designed By:
• 7� X19 CIVIL ��~P JM
Lnnm�� -
David S. Hammer, A.C.E. 43976 - O Date r CALJF Checked B .
(expires 6/30/2005) I= DSH
CITY OF FONTANA, CALIFORNIA
TYPICAL STREET SECTIONS
TRACT NO.
01—
Approved:
CITY ENGINEER
Filename: 71
Scale:
N.T.S.
15961 Date:
MAY 2002
• Z 2.O Z Dwg. No. 2
R.C.E. 51152 2�7 11
17901\STREET\TR15961\15961—STR2.dwg
CONSTRUCT
4.0" AC PAVEMENT OVER 12" OF
95%
COMPACTED NATIVE SOIL
(SEE GENERAL NOTES 31 & 32)
3�—
CONSTRUCT
6" PCC CURB AND GUTTER PER
CITY
STD. DWG. NO. 1003
4�
CONSTRUCT
4" PCC SIDEWALK PER CITY STD.
DWG.
NO. 1015 , W=5.5' (INTRACT & SAN SEVAINE RD.)
MEANDERING
SIDEWALK W=8' (HEMLOCK AVENUE)
CONSTRUCT
8" PCC CURB AND GUTTER PER
CITY
STD. DWG. NO. 1003
13
SAWCUT AND REMOVE EXISTING PAVEMENT 2
FEET
OFF EDGE PER PLAN
15
CONSTRUCT
4.5" AC PAVEMENT OVER 12" OF
95%
COMPACTED NATIVE SOIL
(SEE GENERAL NOTES 31 & 32)
Prepared By:
ALLARD ENGINEERING Q(tQFESSIpN9
����PZ� S H4' �
Civil Engineering - Land Surveying - Land Planning q Zc
8253 Sierra Avenue ti Z Drawn By:
Fontana, California 92335 w No. 43976 M WF
(9 9) 356-1815 Fax (909) 356-1795 Exp, 6/30/05
Designed By:
• 7� X19 CIVIL ��~P JM
Lnnm�� -
David S. Hammer, A.C.E. 43976 - O Date r CALJF Checked B .
(expires 6/30/2005) I= DSH
CITY OF FONTANA, CALIFORNIA
TYPICAL STREET SECTIONS
TRACT NO.
01—
Approved:
CITY ENGINEER
Filename: 71
Scale:
N.T.S.
15961 Date:
MAY 2002
• Z 2.O Z Dwg. No. 2
R.C.E. 51152 2�7 11
17901\STREET\TR15961\15961—STR2.dwg