HomeMy WebLinkAbout3265-2HEMLOCK STREET
PER SEWER IMPYLAN
DWG.NO. 2081
B , „ I i
I' i fi i 1.
3 4
I I 15 23
TRACT 5' 2 'I 210 i5'
BOUNDARY C
i
EXIST. I I 5'
C&G! ' EXIST.
EXIST, 1110' CBcGLAVENDER STREET
R/W I I -a-- t,; 24 SEE SHEET 3 13
IMUMS STREET
EXIST.B" VCP SEWER I o 3 4 STREET CL INTERSECTION
SEE SHEET 3 15+72.74—SD V D�SRTREF
PER DWG. NO. 2081 I 0 S
EXIST. STREET CL INTERSECTION = 10+00.0 _ PROP. /W
I R/W I . 12+95.08—EDELWEIS STR ET I 4
a I I FSI i i i = 10+00.00—MUMS ST. c I ' 3
— i
3 4 PROPOSED 8" WATER i aI i 1 � ) .
II EXIST. MH 4 I I ) `i" ,' '
BY OTHERS PROP. 00
—
STA.1 +80.03 `� R/W 3I PROP. R W 3 .' CScG
PER DWG. NO. 2081 I t i �' �I _ _ . J 1 6
�I r -------------------------- --- ------------- `-------------- —
I ,
—I STREET CL INTERSECTION ,ah Nd B
3 t
<
.., ,,,,: ....,,.. ...
a
r 10+00.00—EDELWEIS ST. I IFLCN(li4
I u
0--
PRO `� I PROP. CBcG 1 � R%'�
U) =1+55.00 --HEMLOCK AVE. I L� I — s
II — — — — — 1 — — N 8"56 3 w4 — — — —-
80.39'
I U-) PROP. C& I A 3
'"TCL MH #1
I I — ---
2 10+00.00—EDELWEIS ST
I
I i
= 1 +55.00—HEMLOCK AVE I . —-------- ----------- ------------ ---- -------------------------------------
(EX. STA. STA. PER DWG. NO. 2081 I I I 3 3 3 3 3 PROP. 3 3 3 3 3 cn w s
TR. NO. 13926) e I to R/W (A
I
4 4 4 4
7 3: 1 ®
jj�1 00
HEMLOCK STREET 00 0 w I 0 <
00 0 + SEWER n
PER
®LAN �O� 4+a: 00
+ C)
1 I I Cdr I I 5
2 2
NOTE. -
CONTRACTOR
TwCONTRACTOR TO VERIFY JOIN
ELEVATIONS PRIOR TO CONSTRUCTION
am"
000=210MW2273r. I I I I I I I I I I I I I I I I I I I I I,:,: •
REV. REM, o {M t^.3""Y�
REVISIONDESCRIPTION
g DATE ENGR. CITY DATE SHOULD CONSTRUCTION F THElel IMPROVEMENTS NOT
p�@gy�c�.,� m�.." fe' na; i'+i ea^"4�`
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.
LOT NO.
DESIGN
AS BUILT"
BACKFLOW
1
10+59
17°37'21'°
NO
2
11 +09
Q
NO
3
11+60
NO
4
12+30
48.62'
NO
5
12+65
QAC
NO
6
13+30
MADOLE N ASSOCIATES, INd .
YES
7
13+65
DRAWN BY:
YES
8
14+30
YES
9
14+70
YES
10
15+33
Dade : 1(49 -07 --CHECKED
NO
11
15+85
NO
12
16+17
_
NO
13
161-30
NO
14
15+25
NO
20
15+50
NO
23
3+20
YES
24
2+51
YES
25
2+11
YES
cx
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48")
) INSTALL 4" EXTRA STRENGTH V.C.P. LATERAL AND
CLEANOUT PER CITY STD. DWG. NO. 125
INSTALL 4" BACKFLOW PREVENTION DEVICE
CONSTRUCT TERMINAL SEWER CLEANOUT PER
CITY OF FONTANA STD. DWG. NO, 128
RECORD - XAI '1k �* z
Mw
`3"I IRE,"'
yik" I R�yy1 x C�
.. ai'I�r ly.}r C', J0 a 13 i "Gd
i 9 4 � . Via. ; i fir" .„imt l il..:,P VV1110 P r
k tF , ANY ERRORS OR 0Nffi8 , aC,,N,:
HAVE RNZOHPORATEdD INTO THE DOCUMENTS As
A CIr,ES,lk k 1EI��."FAE"cF,
BENCH MARK: #360
DELTA
RADIUS
LENGTH
TANGENT
17°37'21'°
305.00
93.81'
47,28'
Q
2°28'36"
305.00
13.18'
6.59'
09®26'36"
295.00
48.62'
24.36'
Prepared Under The Supervision Of
QAC
PREPARED IN THE OFFICE OF
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48")
) INSTALL 4" EXTRA STRENGTH V.C.P. LATERAL AND
CLEANOUT PER CITY STD. DWG. NO. 125
INSTALL 4" BACKFLOW PREVENTION DEVICE
CONSTRUCT TERMINAL SEWER CLEANOUT PER
CITY OF FONTANA STD. DWG. NO, 128
RECORD - XAI '1k �* z
Mw
`3"I IRE,"'
yik" I R�yy1 x C�
.. ai'I�r ly.}r C', J0 a 13 i "Gd
i 9 4 � . Via. ; i fir" .„imt l il..:,P VV1110 P r
k tF , ANY ERRORS OR 0Nffi8 , aC,,N,:
HAVE RNZOHPORATEdD INTO THE DOCUMENTS As
A CIr,ES,lk k 1EI��."FAE"cF,
BENCH MARK: #360
BASIS OF BEARINGS:
LLJ
THE BEARING OF N 00°22'40" E ALONG
CITY OF FONTANA BENCH BARIC
# THE CL OF BEECH AVE., AS SHOWN ON
360 A NAIL IN BOLE # 1563704E AT TR NO 13325-2, FILED IN BK. 216, PG.
SOUTHWEST CORNER OF LIME AVE. 13-16, INCLUSIVE IN MAPS IN THE OFFICE
AND BASELINE AVE.
OF THE COUNTY RECORDER OF S.B.C.,
ELEVATION: 1376 03
WAS USED AS THE BASIS OF BEARING FOR
THIS MAP.
AS SHOWN
Prepared Under The Supervision Of
QAC
PREPARED IN THE OFFICE OF
MADOLE N ASSOCIATES, INd .
DRAWING NO.:
DRAWN BY:
No. 62153 m
10601 CHURCH STREET, STE. 107
DLS
RANCHO CUCAMONGA, CA 91730
DESIGNED 3Y:
Exp: -3o -Q5
PHONE (909) 948-1311
DL,
�pF'CAL\�O
Dade : 1(49 -07 --CHECKED
BY:
RCE 62183 0 EXP. 9-30-05
9
0
LLJ
LAJ
q
cq
SCALE:
AS SHOWN
DATE:
AUG„ 2002
DRAWING NO.:
3265
X3
-