HomeMy WebLinkAbout2989-321- .
TRACT 15961
PROPOSED STREET IMPROVEMENTS
PER CITY DWG NO. 2987
21 1
PROPOSED SIDEWALK PER
PER CITY DWGI NO. 2987
--- I -- —A
v
a�
N
0
0
N
Underground Service Alert
OR
of E of y�o Cat TOLL FREE
11-800
o
227-26M
0
FL TWO WORKING DAYS BEFORE YOU DIG
-
- — — — — — — — — — 71 ---------
- — — — — — — -- -- — — — — — — — — — — --
21+99
q9n
�3
1111: .• 7
al
L EXISTING CCMWC WATER LINE
TRACT 14293
CONSTRUCTION NOTES
O3 — CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
t�6 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7�-- CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006
13 PROPOSED PER STREET IMPROVEMENT PLAN NO. 2926
9500 LUMEN, H.P.S.V.: #10, 27' HIGH (BUILT BY THIS TRACT)
14 SAWCUT & REMOVE A.C. PAVEMENT
15 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
16 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
(See general notes 31 and 32)
PLANS PREPARED FOR
PROPOSED STREET IMPROVEMENTS
PER DWG NO. 1990
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STRATHAM GROUP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300
REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. (949)833-1554 FAX (949) 833-7853
25
SEE DWG NO. 1990
NOTES
* SEE LANDSCAPE PLAN FOR SIDEWALK DETAILS
LEGEND:
26 2'7
SPRING VIEW DRIVE
SEE SHEET 6
q
TR 14293 TR 15863
INDICATES PROPOSED A.C. PAVEMENT
INDICATES EXISTING A.C. PAVEMENT TO BE REMOVED
REVISIONS Engineer CityBENCHMARK
ADDroval Date: Approval Date:
�u)
HED M
Dr-
D�
— 1-1
W
29
30
TR 16269
PROFILE
HORIZ. 1"=40'
VERT: 1 "= 4'
31
NOTE:
CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION
OF TRACT 15863 SO AS TO CONSTRUCT STREET AT
ONE TIME
FUTURE STREET IMPROVEMI�N�S I (I
-�I TTM 16269
00w
a
II
47 +(3
48 1
a
I II
ev L- EXIST. FONTANA WTR Ca. PER DWIf N0. 3069
r
(EMENTS WATER LINE 30 3
EXISTING CCMWC LINE
K AVENUE
4A RECORD DOCUMENT
CURVE DATA
O
R
0
L
EXISTING
A
EXIST.
WATER
FONTANA WTR CO.
LINE
EXISTING CURB & GUTT
R
R/W ---
30.00'
11
12
-413 14
15
1-16
17
L EXISTING CCMWC WATER LINE
TRACT 14293
CONSTRUCTION NOTES
O3 — CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
t�6 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7�-- CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006
13 PROPOSED PER STREET IMPROVEMENT PLAN NO. 2926
9500 LUMEN, H.P.S.V.: #10, 27' HIGH (BUILT BY THIS TRACT)
14 SAWCUT & REMOVE A.C. PAVEMENT
15 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
16 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
(See general notes 31 and 32)
PLANS PREPARED FOR
PROPOSED STREET IMPROVEMENTS
PER DWG NO. 1990
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STRATHAM GROUP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300
REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. (949)833-1554 FAX (949) 833-7853
25
SEE DWG NO. 1990
NOTES
* SEE LANDSCAPE PLAN FOR SIDEWALK DETAILS
LEGEND:
26 2'7
SPRING VIEW DRIVE
SEE SHEET 6
q
TR 14293 TR 15863
INDICATES PROPOSED A.C. PAVEMENT
INDICATES EXISTING A.C. PAVEMENT TO BE REMOVED
REVISIONS Engineer CityBENCHMARK
ADDroval Date: Approval Date:
�u)
HED M
Dr-
D�
— 1-1
W
29
30
TR 16269
PROFILE
HORIZ. 1"=40'
VERT: 1 "= 4'
31
NOTE:
CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION
OF TRACT 15863 SO AS TO CONSTRUCT STREET AT
ONE TIME
FUTURE STREET IMPROVEMI�N�S I (I
-�I TTM 16269
00w
a
II
47 +(3
48 1
a
I II
ev L- EXIST. FONTANA WTR Ca. PER DWIf N0. 3069
r
(EMENTS WATER LINE 30 3
EXISTING CCMWC LINE
K AVENUE
4A RECORD DOCUMENT
CURVE DATA
O
R
0
L
T
A
30.00'
89°57'51
47.11'
29.98'
B
30.00'
90°02'09"
47.14'
30.02'
CALTRANS BENCHMARK NO. 8-17
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.
ELEVATION= 1428.6090
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
( 09) 356-1815 Fax (909) 356-1795
I�1,-.- 14 - i O - O \r
David S. Hammer, A.C.E. 43976 Date
These Record Documents have been prepares
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
w b y be incorporated herein as a result
(Z-15 -o
- -- - 4
DATE
DGE OF PAVEMENT ULTIMATE R/W
I�
— — // — —' — EXIST- R/W
— — —
— — — — — — — — — — —
----J--------Z�---
3q -----
SD
EDGE OF PAVEMENT`
L EXIST. R/W
ULTIMATE II/W PER DWG NO. 069
1 1
GRAPHIC SCALE
40 80
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORNIA
f SSH,q<� OFF-SITE STREET IMPROVEMENT PLANS
qP �� tit Drawn By: HEMLOCK AVENUE Scale:
Lj No. 43976 M DEA/WF 1 —40
pp
a Exp. 6/30/05 FROM 329+— SLY OF S VIEW DR TO Date:
Designed By:
4P ti* JF/JR/ 3 '± N'IV OF DM APRIL 2002
9TH, CIVIL O�� .- Dw No.
Approved:
OF CALIF Checked By: /jF OZ g• 3
j�C--� DSH/DBW CITY ENGINEER R.C. . 51152 2M9 9
Filename: M:\DWG\12903\16009\STREETS\16009—ST-3.dwg