HomeMy WebLinkAboutS-051304_l "�wp- 27 -0t /,�
-]-
6 "PVC 4.55 6 "PVC 2.60
WELL VE N 4T
IM 32.58 -- --
IE 25.68 E/ 8'
N3917.6 IE 27.42 S i2"
- �r
--
115 WELLS AVE N 111 WELLS AVE N
--
EC
ON ELEV. 28.00
CONNECTION ELE 27.43 CONNECTION EL VE#�j7}�, BOT 24.2 13.00
6'PVC 3.60 3
2
TEE
LT
TEE ELEV. 26.58 TEE ELEV. 26.7
F6"PVC
SSMH 4 NECTION ELEV. 27.26
CONNECTION ELEV. 2 24
�
;
;
105 WELLS AVE N
N
TEE LT 10 +88 TEE LT 11 +35 ,
RIM 3 .73 ELEV. 27.06
IE 26! 63 N/S 8
TEE ELEV. 27.43
v
S�
/ ��'
1
w
LT 12+#
IE 2 W 8"
TEE LT 12 +98
�, w
�
RR TIES 31
HOUSE / 4" FiR }
1 20" CEDARS
227 WELLS AVE N 221 WELLS AVE N
.63
a SAWCUT STREET
121 WELLS AVE N
Q \
O�G'
G
1 NEW 12" SD
2 STA 11 +45
co PAVEMENT AND PATCH
- 125 WELLS AVE N
4 6'PVC 6. 0
o
2 TEE RT 13 +03 =
1 5 0=
V
STA 14 +34
WITH 48" CB TYPE 2
WITH FRAME AND GRA E
1
(96 5
CONNEC ON ELEV. 27.96
TEE 27.64
P WER VAULTS
NEW 54" 4 MH #A-
#
BLDG
r� REMOVE ND REPLACE �5
36
o 129 WELLS VE N 6 "PV 3.65
TEE LT 1 +44
B
IM 33.73
D
�Q
J
EXISTING LLE PAVEMENT 36
w MH Y
STA 11 +71 6 CON ECTION ELEV. 28.54
r " TEE LEV. 27.43
1
REMOVE AND REP ACE
EXISTING ALLEY P VEMENT
I 32.03 S 10"
I 32.23 E 6"
J
/
w -1
= RIM 32 77 Q
47 Z NEW CB TYPE
o TEE T 12 +88
�� \
\/
1 32.07 W 6"
a
6 "P
C
.40
CON
EC
ON ELEV. 28.00
TEE
ELE
.27.89
TEE
LT
4 +01
AREA OF PROBABLE BURIED
POWER, TELE, & CABLE TV
CONDUITS
cn
LAID
TO HE
--------------------------
------
IE 27.00 N & S
o
v
. ............. ..... .:.....
C) STA 11 +91
NEW CB TYPE
1 1
"'
(_4)
C 36
o
J
o...................
z
U)
�
;
;
fir-
�
w
w
" -
v
S�
/ ��'
OR
w
24
C TYPE I
HERRY
�, w
�
RR TIES 31
HOUSE / 4" FiR }
1 20" CEDARS
� o
o
,� 3 - a
1
Q \
O�G'
G
w
�
o
0 -24-95
o
2 TEE RT 13 +03 =
1 5 0=
V
_
DO i) C) 0 0 .• ��F '
o
V
25.
1
RI 32.26
TEE RT 11 +05 21
BLDG
NEW CONCRETE DRIV AYS
AND SIDEWALKS REQ [RED
36 7 TEE ELEV. 27.50 -
:27-9]6
SSMH 54"
33.65
1 PLANTER-
D
�Q
J
REFERENCE NOTE:
Q
<
TEE ELEV. 26.68 814 N 2ND ST
ELEV. 27.43
=
0
j
1
CONC.
RIM
IE 27.85
GAR.
�� \
\/
O
RECONNECT EXISTING SEWER SERVICE TO NEW
SANITARY ACCORDANCE
6 PVC 6.00
R•
o IE
m IE
27.81 N 1
28.06 S 1
1ST ST
GRPS 5
®
/
,'
GARAGE
I
IL
c�
HEDGE
GRASS
w
o
PARKIiJ
CONNECTION ELEV. 27.97
TEE ELE . 27.05 PLAN
5
0
PROTECT EXISTING GARAGE. PROVIDE SHORING,
T 6.5
r
6 "PVC 6.67
GRp55
__
__ o
OR BORE TO PROTECT STRUCTURE FROM
CHISLED SQUARE AT BACK OF WALK
v
W
6 "PVC .25
- --
--
SETTLEMENT.
2 +oG
_
NEW 8" SANITARY S
WER
14+00
AND FACTORY
of
w
Q
Fr Pvc S,
--------------------------
------
- - - --- -
NEW 8" PVC SANITARY SEWER
25 ..............
. ............. ..... .:.....
109,1
LF 0 .42% N W 12" STORM DRAIN
21.1 LF 0 1.85%
J
o...................
z
......W amo....:... ...
3 + 1n
+
z
STA 11 +59 MET %L GUARD
3
TYP --
GRAVE RIM 32
-- - - -
n o " o
" -
o o
"� V> CO o o
F I
S�
/ ��'
�
VAUL U
w
w
REPLACE EXIST. MH POS
�, w
�
RR TIES 31
HOUSE / 4" FiR }
1 20" CEDARS
� o
o
,� 3 - a
Q \
=
WITH NEW 54" 4 MH
MH A -4
+
w>
G BOT 27.
5 /8'
o
2 TEE RT 13 +03 =
-
w
_
DO i) C) 0 0 .• ��F '
o
G'
�
TEE RT 11 +05 21
ZQ
-
NEW CONCRETE DRIV AYS
AND SIDEWALKS REQ [RED
36 7 TEE ELEV. 27.50 -
:27-9]6
SSMH 54"
33.65
c�
1
D
�Q
REFERENCE NOTE:
Q
<
TEE ELEV. 26.68 814 N 2ND ST
ELEV. 27.43
Q
SAWCUT EXIST. PAV ENT
815 N 2ND ST CONNECTION ELEV.
"PVC
RIM
IE 27.85
N/S S" a0 _
/
�� \
\/
O
RECONNECT EXISTING SEWER SERVICE TO NEW
SANITARY ACCORDANCE
6 PVC 6.00
6 4.65
812 N
1
1ST ST
®
/
,'
THE CITY PLDANN
r_ MATCH LINE STA 2 +75 SEE SHEET 5g5
F --
DRAWING # BR 35.
BENCH MARK
CONNECTION ELEV. 27.97
TEE ELE . 27.05 PLAN
5
0
PROTECT EXISTING GARAGE. PROVIDE SHORING,
r
6 "PVC 6.67
CONNE ON ELEV. 29.06 SCALE 1" = 20'
OR BORE TO PROTECT STRUCTURE FROM
CHISLED SQUARE AT BACK OF WALK
v
W
6 "PVC .25
SETTLEMENT.
AT NE QUADRANT INT. OF N. BROOKS
_
W
AND FACTORY
of
z w ELEV. 37.04
-
+
m
J + w
co
_ LO
Q F-- W M W � N .m cow co 00
CV
d VI H d- n m ••-)
7mQ , X.
� U U $i W :� = nF-
+�Z WU =� .Zvi +m
NQ:U) 9 �U
35 ............................. Q� �. - 00 a) ao eo.�3
v~iz3 �wWm�:z1Ln� dwww
30 ........ EXISTING -8" _ VCP ......................'.
SANITARY SEWER
---- -----------------
1---=--------------------------
--------------------------
------
- - - --- -
NEW 8" PVC SANITARY SEWER
25 ..............
. ............. ..... .:.....
109,1
LF 0 .42% N W 12" STORM DRAIN
21.1 LF 0 1.85%
J
o...................
20 ........:.
......W amo....:... ...
3 + 1n
+
n
W
(n O V) W +
W Q w Q (n
....
Fwn � N L3 Q .....
....- .
11 +00 rnN.....
O
0)
(0:- r
000
O N N NI
N
re) w.
d'
vZ1n ~
NO]
U
N N
-o.W.
W WQpz
-m L
0
........................................................................................ ............ N w .. .....� .....
d 117 N J
MJ _ vF to M N O=
NN M glr
+ ¢ \ .......... . Z ..0
cj -
--------------- --------- ------- ------ - ---- ---------- --- M7.
v'- PROPOSED ALLEY GRADE EXISTING GRADEw a co x
N _ Z� EE W Li V)
--- - - -- ..
.. .. .. .. .. . .........................
o
Fr Wm
I
cvggs6 KjG>
AS -BUILT CERTIFICATION
- Cn I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
IT. r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS
pa SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY
+g, 23613 v�" ME OR UNDER MY DIRECTION.
EVIRES 99! /•11/97 F.D. RINGEL L.S. 23613 DATE• / -Z--i-'
"W9
s
4.
0.78%
EXISTING 8" VCP
SANITARY. SEWER ...:...............:. ......:.................... . ... .
------------------------------ ------- - ---------------------- --
------------=------------------- - - - - -- - -�,
---- - - - - -- NEW 8" PVC SANITARY SEWER------------------ - - - ---
:
275.4 LF O
H H M J
J
J 00 J co W M ..... ....... ..... ..........
Lu+ Lu +jt W w� w Lu Lu
fn N Vl N VIM 1n
o< o< o� of o<
- In �n cn N N v) N 0 cn
... N.... ............ .................. ...................... ............ I ...........
.......
13 +00 14 +00 15 +00
PROFILE
SCALE 1" = 20' H
1" = 5' V
S -0513
40
35
30
25
E. BfR
WA.3 y, ,
N Z
R 17084
PGISTEK"
eSSJONAL 6�G\
E-RIM 3/26/
< n I ''',mot u r r _I �,�� ,•�,� - m- 4 .
#�s I
r pr I "
:E :T
w
® I
1---=--------------------------
- --- --
19:0 LF 0 1:3 %
NEW 12" SD
J
N
WWN{W3y{N...:.......
}(� ...............
_
...�N
w
+
<t U)
U)
V)NNN
Q \
C.
.-
cn�
F
U)
cn N
NV)
V) ...
.... .. ............................
12 +00
cvggs6 KjG>
AS -BUILT CERTIFICATION
- Cn I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
IT. r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS
pa SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY
+g, 23613 v�" ME OR UNDER MY DIRECTION.
EVIRES 99! /•11/97 F.D. RINGEL L.S. 23613 DATE• / -Z--i-'
"W9
s
4.
0.78%
EXISTING 8" VCP
SANITARY. SEWER ...:...............:. ......:.................... . ... .
------------------------------ ------- - ---------------------- --
------------=------------------- - - - - -- - -�,
---- - - - - -- NEW 8" PVC SANITARY SEWER------------------ - - - ---
:
275.4 LF O
H H M J
J
J 00 J co W M ..... ....... ..... ..........
Lu+ Lu +jt W w� w Lu Lu
fn N Vl N VIM 1n
o< o< o� of o<
- In �n cn N N v) N 0 cn
... N.... ............ .................. ...................... ............ I ...........
.......
13 +00 14 +00 15 +00
PROFILE
SCALE 1" = 20' H
1" = 5' V
S -0513
40
35
30
25
E. BfR
WA.3 y, ,
N Z
R 17084
PGISTEK"
eSSJONAL 6�G\
E-RIM 3/26/
< n I ''',mot u r r _I �,�� ,•�,� - m- 4 .
#�s I
r pr I "
:E :T
w
® I