HomeMy WebLinkAbout3271-393
A
10+00 11+00 12+00 13+00
HELENA PLACE
16258 CURVE DATA
Q
RADIUS
GABRIEL DRIVE
TANGENT
SEE SHEET 4
25.00'
W
Q
25.01'
B 23'3323"
SEE SHEET
5
50'
11
58.00'
138.81'
147.73'
50'
43.00'
25' 25'
v
mU
oo cn
�[i'
w 25' 25'
V
5'
r r r
6 18 18 6 o f--
5' I 5'
e�`'„ _
o_
00 ~ 6' 18 ' 18' 6'
oil 5'
P.U.E.
3 I d o�
P.U.E. I s i P.U.E. M
4,5 m
PROPOSED ��
+ oo — -I
N P.U.E.^^III
I I
0 24 I=rn
w
13+85.67 ECR �
13+08.00 BCR ^ I _�
( o
c6 I I r^
1379.12 TC
4
1381.69 TC
n I I I
o `L o
-------
®
1
I
.�
r Z
I I)
C1
+ +r. 1�
C1 I I
w_.m N89'S8'21" _._B
262.80' 1-11-1 .. _..
_ OO
} I!
I
- -
- -
1
II r
23 R
1
2
FL III
I
1 I I X11 N,
PROPOSED 8 SEWE
:.
17
III
�
ER CITY DWG. I�
101
12+99.67 BCR
x
12+22.00 ECR I 3
V0. 32721 I I
22 i II i
1377.74 TC
PROPOSED--,
1380.34 TC
I r
I
cam,
I
II
I
PROPOSED 8" WATERI
I)
iJ
9 R/W
mo I
BY OTHERS ( I
i !
00
HELENA PLACE
0-0
C14
� i GABRIEL DRIVE
SEE SHEET 4
CAHLOTTA
WAY
SEE SHEET
5
Q REWORD DOCUMENT
These Record Documents have been prepared based
on information provided by other's. The Design
Professional has not verified the accuracy and/or
completeness of this infonndion and shall not be
responsible for any errors or omissions which may
beincorporato herein as s result"
! L 4lwlw�i
DATE
$ TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV,
S.
No. 43976
Exp. 6-30-09
CML
- CAL* .
TRACT NO.
16258 CURVE DATA
Q
RADIUS
LENGTH
TANGENT
A 90'00'56"
25.00'
39.28'
25.01'
B 23'3323"
62.00'
25.49'
12.93'
C 13T07'43"
58.00'
138.81'
147.73'
D 90.00'56"
43.00'
67.56'
43.01'
REVISION DESCRIPTION
9 Ec-oen
DATE I ENGR.I CITY I DATE
4
___ _.
_... _.. ... _. - r — v
7.
OFQ.E _
HORM 1' = 4W
VERT: l' = 4' 14+00 15+00 16+00
■ • ®s aFS a, CENTERLINE
TRACT N0, 16158
JULIAN LANE
DWG. N0, 3181
SHEET NO. 4
50'
25 25
6' 18y 18' 6' PROPOSED 8" WATER
m BY OTHERS
:z 8100
i) � =N
co I) o w
+VIII I +M I I+�Z ��^�
12+62.80 CARLOTTA WAY= i 0+42.91 BCR I I 10+43.08 B R ^ ^ ^
w w
12+65.00 GABRIEL DRIVE 1393.45 TC I �- I 1393.44 TC LO �
138075.91 FS a, PROPOSED
� _R/
3 Al
PROPOSED 8" WATER
BY OTHERS - i — !13:92.37 N o0
CONSTRUCTION NOTES 14 FL 15 — -In--
PROPOSED
6= — —
PROPOSED 8" SEWER " r " i- - - �V$9— g -*1y U, I
PER CITY DWG. NO. 3272 (D—CONSTRUCT 4 AC PAVEMENT (MIN) OVL-R 12 OF 95% COMPACTED NATIVE SOIL 8�
76 ------�°_°14
SEE GENERAL NOTE 31 & 32
to
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 - — — — — — — —
4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=6' PROPOSED Q �
4- - t
STREET IMPROVE ENTS PROPOSED
6 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 PER CITY DWG N1 3181 I w PROPSED 8" SEWER PRIWRO ( �t
1V z PER CITY DWG NO. 3182 1
9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16', UNLESS NOTED OTHERWISE I ~ g I I I 139,
10 INSTALL 5800 LUMEN HPSV (70 WATT: 17) LUMINARIES PER CITY 19 20¢21 22 23 Q
DWG. N0. 1016 N cn I I I Z o
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 oo `` m
12 INSTALL STREET SIGN PER CITY STD. DING. NO. 139 + o rn w
13 REMOVE EXISTING TRAFFIC BARRICADE ( oCli
14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER DETAIL ON SHEET 1 00 rn
co
^
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE: QUARTER OF SECTION 36, T. i N., R. 6 W., SBB & M BEING
NOO'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD CONSTRUCTION OF REQUIRED BENCHMARK
IMPROVESIENTS NOT COMMENCE W!T>EID� PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOWS B.M. #361, SPIKE IN NORTH FACE OF P.P.
SHOWN HEREON AND CAAtRIED FORTH IN A 10370 TRADEMARK STREET 11536697E AT SOUTH WEST CORNER OF
DILICsFayI M� THE CITY �G� MAY BASELINE AVENUE AND SULTANA AVENUE.
RANCHO CUCAMONGA, CA 91730
REQUIRE REVISIONS TO THE PLANS TO TEL (909) 477-6715
BRING THEM INTO CONFORMANCE WITH FAX (909) 477-6725
CONDITIONS AND STANDARDS IN EFFECT
ELEVATION: 1365.01
SPRUCE TREE WAY
TRACT N0, 16158
DWG. NO. 3181
SHEET N0, 2
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
�(=
5 Fax (909) 356-1795
G - l -q
David S. Hammer, H.C.E. 43976 Date
(expires 6/30/2005)
%k NOTE.°
CONSTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO START OF
CONSTRUCTION.
18+00 19+00
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
REMOVE TEMPORARY A.C.
TURNAROUND AS NECESSARY
JOIN EXISTING CURB, GUTTER &
N Q� �
59 � Q
13
4 ho
ff.'1 2 9 TYP 61
1 6 � r . PROPOSED
~ R W PROPOSED 8" WATER
t } k o
D b2 BY OTHERS
2 A ° I l� PRC
1394.45 TC
69 TC U I Bi
m� , II
57 I R l ( 63 PROPOSED 36" STORM DRAIN
' I PER CITY DWG. NO. 3183
19+03.10 BC
I r I 1393.89 TC
I II1 PROPOSED 8" SEWER
C 18' 8' 6' 1 PER CITY DWG. NO. 3272
P.U.E. 1 X25, { 125 r P. U. E.
50'
GABRIEL DRIVE
SEE SHEET 5
Q�ofESS /O
S. Nq (c�`
z DRAWN BY.
c� No. 43976 M AE
Exp. 6/30/05 DESIGNED BY.
DEA
s9TF l V t L F o�`��P CHECKED
Bi -PC
CAL DSH
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
STREET fimoVEMENT PLANS SCALE:
TRACT 16838 I"_40'
CAM A AY DATE:
SYAM TREE WAY t Y OF GABRIEL DR• MAY, 2003
R D BY: / DRAWING NO.: 3
CITY ENGINEER R.C.E. 51152 3271
;/6
Filename: M:\DWG\15904\STREET\16258\16258–ST03.1