HomeMy WebLinkAboutButtrey Shopping Center - Sewer Line Replacement INDEX OF DRAWINGS =�—BUITTREY SHOPPING o
CENTER
SHEET NO. DRAWING NO. TITLE
z
IVI 0 N 7 A N A 1 of 6 95-101—BSS28 TITLE SHEET
2 of 6 95-101—BSS29 SITE MAP o N 15th AVE;� Y
3 of 6 95-101—BSS30 PLAN AND PROFILE STA 0+00 TO STA 3+58 �I I ❑ °
SITE a❑ L❑0 ❑ ❑❑o❑ ❑ p 00
BOZEMAN 4 of 6 95-101—BSS31 PLAN AND PROFILE STA 3+58 TO STA 7+54 ❑❑o12
❑❑❑o ❑❑❑❑❑ m
5 of 6 95-101—BSS32 PLAN AND PROFILE STA 7+54 TO STA 12+55 ❑ ❑❑o❑a❑❑❑o m
N 19th AVE�J o 3
6 of 6 95-101—BSS33 DETAIL SHEET —
PROJECT LOCATION j
LOCATION MAP SITE VICINITY MAP
NOT TO SCALE NOT TO SCALE
AS - BUILT
C � � ON DRAWINGS
CONSTRU
SANITARY SEWER LINE REPLACEMENT
BUTTREY SHOPPING CENTER
BOZEMAN, MONTANA E "
�coNTq ,
PREPARED FOR n� ia:L
Al
MOORS 09CONNE LL 8c REELING P . C .
BOZEMAN, MONTANA
BY
NICKLIN EARTH & WATER , INC .
BOZEMAN, MONTANA
Issue: AS—BUILT DRAWINGS N I C K L I N
Date: 1/24/96 Revision: DO Line Replacement/Soil Remediation
Project: 95-101 Drawn: J^�( EARTH & WATER INC. Bozeman Solvent Site Sht 1 of 6
File: BSS28.dwg Approved:
i
Iv �.1\ � c��P ,.;, : ; � 15tn sr MH � LEGEND:
MH-A CONTROL POINTS SET
QkO� SkN ———— ————— FLOW LINE — DRAINAGE
S(P 1 He . d Nc ——_ NATURAL GAS MAIN
j\ON 0\1CN LD KT a []_ _— _ NATURAL GAS METER
\RR,GP N M-24 i.e.-06. — — -- -ws- —— WATER SERVICE LINE
H 479O — -w — — WATER MAIN
MH-1
6 (k °P-e ❑W WATER METER
OC- i/ MH—B 25 Da WATER VALVE
* M WATER HYDRANT
S1k AN LOAD •
k� a " 7s LIFT ® WATER CURB STOP
S(P cP-s "' E RALR°sn PIPE FIRE HYDRANT
E ——— — ELECTRIC POWER LINE
MH-C MH-2
/,19 �°i° Z ■ POWER POLE
�. 79 p >
MH-D • LIGHT POLE
cP-1 Q OE ELECTRIC METER
z Q STORM DRAIN INLET
BUTTREY SHOPPING u�
01-E CENTER STRUCTURE ———TELE—— — TELEPHONE LINE
-4790
Z ® TELEPHONE PEDESTAL
MH-3- e-es.
MONITOR OR TEST WELL
• - TREE OR BUSH
Ln m ———SAN— — — EXISTING SANITARY SEWER LINE
,n ,�� UNPAVED AREA
+ MH F s SOIL STOCKPILE AREA a NEW SANITARY SEWER
N ®MH-3 EXISTING MANHOLE
®MH—E NEW MANHOLE
Q °MRNANG *� ® NEW SERVICE LINE CONNECTION
cn NEW SANITARY SEWER MAIN B� i
� UNUSED SERVICE FITTING ON OLD LINE
00
M_3
Ln
MH-G
Li + MH-H 40
z SURVEY CONTROL DATA
v1 z �, \ A�
O CONTROL POIN NORTHING EASTING EL FEETION,
F_ RANSEORMER EXISTING SANITARY SEWER 4791 -
Q i 1 — LINE CP-1 4,680.00 4,835.55 4,790.49
2 AL/CAPNTq"rt ({�{� CP-2 4,028.82 4,481.64 4,801.38
+ AL CAP
CONDUIT 4742� ;` Luc a CP-3 4,175.38 4,272.82 4,796.99
ELEC. \ 0
' - CP-4 4,582.80 4,286.61 4,790.84
CONDUIT
MH-4
� n°NA�� CP-5 4,755.66 4,425.78 4,791.23
-.ns-- �",,,. `
MH I I�1 — V % , wocr ,r;s
CP-6 4,863.31 4,725.06 4,790.28
K CP-7 4,777.38 4,471.32 4,791.21
I7D
y I.I 2 SCALE
I7 �. END. 60 0 60 120 FEET
4 0 ; E° NOE RLLED 'MONUMENT REFERENCE:
BASE TOPOGRAPHIC INFORMATION PROVIDED
�. ..000 64'f 51 MAIN STREET BY HKM ASSOCIATES. PROJECT No. 5C211.101.
NOTE: DATED: 6-94. SCALE: 1"=50'.
ELEVATION DATUM — CITY OF BOZEMAN CONSTRUCTION DRAWINGS PREPARED BY
ADD 4700 TO ELEVATIONS SHOWN ON THESE DRAWINGS. CANONIE ENVIRONMENTAL. PROJECT 92-258
DATED: 7-94.
Issue: AS-BUILT DRAWINGS NICKLIN As— Built Site Ma — Buttre Shopping Center
Date: 1/24/96 Revision: 00 p y p p
Project: 95-101 Drown: JC EARTH & WATER, INC. Line Replacement/Soil Remediation Sht 2 of 6
File: BSS29.d g Approved: _ _
MH-1 36"x50" RCP
N RIM=90.32 EDGE OF ASPHALT IRRIGATION DITCH
IE=84.30 / O
�I ABANDONED, SEE NOTE 2 /
c0 CP-�-` —�� _ _ _ -- CV
o - — — — _8� SAN_- \ LOGGER — NG — — — — —w— — —
SAN —
w I M-25 \ M-24 1+50 --
= 1+00
N NEW 8" 0 PVC SEWER LINE A °+ EXISTING
.14 Cb
/ 15TH ST MH
v
O \ � RIM=85.54
IE=77.07
SEE NOTE 1
EXISTING Q MH-A
Z SURFACE DRAIN
L' STA 0+00
EXISTING 90 j �� N 4,961.16
PERFORATED PIPE \ / E 4,998.78
M-1 / A� / j;' (SEE MH-A DETAIL,
MH-B /� ah 7/ SHEET 6 of 6)
STA 3+26.40
N 4,842.05
E 4,694.89 STEEL PLATE
�15 CMP
PLAN-STA 0+00 TO 3+58
SCALE NOTES:
"' 1. EXIST 15TH ST MH - SHOPPING CENTER PIPE PLUGGED
so o zo ao FFEr WITH CONCRETE.
4800 - -
- 4800 2. EXIST MH-1 ABANDONED BY REMOVAL OF LID AND RIM.
I ao BASE FILLED WITH GRAVEL.
LO
r7 -
4795 I M
STA 3+ 6.40 - - -- - —� 4795
N A PROX/MAT EX/ST/NC
II PERFOR TED GWOUND SU FACE
co PIPE
RIM EL=90.41 1-1/ COPPER
ELI 4790 ° ---- - ELECTRICAL CABLE WATE SERVICE ~
_ 4790 LIJ
Z SURFACE DRAIN FILL ID STAHO+00 L` roN Li 7s1/,
O w WITH COBBLES " Mlclr
a = I RIM EL=85.50 NEW 8" 0 PVC SEWER LINE �26 LF
4785 N- >
w - - - 4785 J cIs
w NAI
11111N\f1"
Z I IE C:E83. 7 SLOP
� 0. 1186 FT F7
4780 - - - -- - - --- -- IE N-S =76.73
- - 4780
r
IE =77.00
a
4775 _ - - 4775
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
PROFILE-STA 0+00 TO 3+58
VERTICAL SCALE HORIZONTAL SCALE
4 0 4 H FEET 20 0 20 40 FEET
VERTICAL EXAGGERATION = 5x
Issue: AS-BUILT DRAWINGS As—Built Plan & Profile
Date: 1/24/96 Revision: 00 N I C K L I N N
Project: 95-101 Drawn: JC ile: BSS30.d g Approved: EARTH & WATER, INC. Line Replacement/Soil Remediation Sht 3 of 6
r
MH-C IRRIGATION DITCH
N EDGE OF ASPHALT STA 5+76.12
N 4,765.22 _
21-- _ __ 4»r - - E 4,457.28 \ STA 4+35 �
-- — 4790 -- ..
- - - - - -- -- - -- - - ? CAPPED WYE
_ 4789 0 N .SERVICE M
--
- CP-7 - -- - - _ - - -
CP-5 "1 -- - _-- - -- cn
1 +00 LOAD LIFT 5+50 5+00 '_-E— ---- - - co
✓ __ w
_ a+ 14+00 8" PVC TEMPORARY
ti I� — ---_ _ —8" SAN-- BYPASS - ABANDONED
- 11 - �\ w IN PLACE
FTC +00y e•, SA E —I - E -t \ W
OSS� I w NG��_ "SAN y •Yj TWO
OANOUTS SC-18�L I I !�19 ,Ju
O
NG SERVICE LINE MOVED So �_ TRASH STA 5+38 4„ 0 �--1-� w
BY MPC TO ABOVE SEWER MAIN ''6 \ L STA 5+37 LOAD LIFE �� J
SC-1 7 1.75 0 STEEL PIP
S�. SC-16 NEW 8" m PVC SC-20 � _
4" 0 4 SEWER LINE 4„ m GUARD RAIL
X MH-D STA 6+61 STA 6+37 DEAD ELECTRICAL LINE STA 4+76
SC-15, STA 7+29 Q
Su STA 7+28.62 MH-2
CAPPED WYE, NO SERVICE LINE IN 4,673.45 RIM=91.14
E 4,335.49 IE=84.38
ABANDONED, SEE NOTE1
PLAN-STA 3+58 TO 7+54 NOTE:
SCALE
1. EXIST MH-2 ABANDONED BY REMOVAL OF
NEW 8" PVC SEWER LINE 53 LF 20 0 20 40 FEET RIM AND LID. BASE FILLED WITH GRAVEL.
STA 7+45
4800 EXISTING_ 6" 0 NATURAL. GAS_LINE_ - 00 4800
TOP E =87.53 -- - -- - - u)
BOP L=86.95 +
STA 4+77 Q
4795 N MH PPROXIMMATE EXISTING MH-C DEAD ELECTRICAL V)
10 STA 5+76.12 LINE Et . 87.8 -- 1 4795
STA 7+ 8.62 ROUND SURFACE co
ELECTRICAL CABLE
C TANDARD STRAIGHT FLAT TOP (DEPTH ESTIMATED) STA 4 58 o w
JRE91.18 EXISTIN 6" m NATURAL GAS INE w
'n RIM I E =90.65 TOP 0 PIPE EL. 85.81g 4790 w NEW 8" C SEWER LINE 15 _.- - w 4790 0
``' NE 8" PVC EWER LI E 250 L. ATURAL G SERVICE = -
,�', O I �=85.75 Q TOP 87.52 N JS -18 SC-19 Ow I STA 5+38 STA 5+37 SC-20 ti
STA 4+7 w 4785
4785 z I SLOPE=0.0066 FT _. _. -__ -
NG ERVICE SC SC-17 SL PE=O.00C7 FT/FT 0 z
= STA 7+45 °"TA 6+6 STA 6+57
WATER SERVICE NE _
O BOP__EL 84. 4 I NOT EN-SERVICE LIN TOP $2.90
F TOP ELXIST 84. 9ATER MAIN WATER SOUNTERED BELOW EWER TRENCH 1 4780
4780 m -- 1. _ - 1 - Q
7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00
STA 4+§9 STA 3+92
EXIST 8 0 WATER MAIN EXIST 8" 0 SEWER LINE
BOP EL 82.26
TOP EL 8 TEMP BYPASS. ABANDONED IN PLACE
PROFILE-STA 3+58 TO 7+54
VERTICAL SCALE HORIZONTAL SCALE
4 0 4 8 FEET a CH L'
20 0 20 40 FEET ICK IN
VERTICAL EXAGGERATION = 5x SpN� Er,
Issue: AS-BUILT DRAWINGS N I C K LI N As—Built Plan & Profile
Date: 1/24/96 Revision: 00
Project: 95-101 Drawn: ic EARTH & WATER, INC. Line Replacement/Soil Remediation Sht 4 of 6
File: BSS31.d g Approved: �41L
TEMP PVC BY-PASS CONNELL MAIN SPANISH PEAKS RIM=
MH-F IM90.44
ABANDONED IN PLACE SC-9 STA 8+89.19 SERVICE LINE I.E.=86.31
Z
2' CONCRETE SC-6 MH-H 6" CLAY MH-G N 4,524.48 SC-14 REMOVED FOR
TELEPHONE LINE IN STA 10+31
THIS AREA NOT SHOWN SAMPLING MANHOLE N 4,382.66 6" CLAY N 4,411.59 OLD CLAY SERVICE NG LINE RAISED
RIM EL=-95.6 E 4,276.60 T E 4,276.53 ABANDONED IN PLACE FOR SEWER PIPE r
-- IE =�91.6
MH-I -- -- - _ — _ - --- -_ F - --- - ------ _ - ---- - - __ —�- -
STA 12+54.89 - --CP-3 - -- -- - - ------
N -
4,158.88 - - - - _- �- IG - - - __-- - - ^ +
11+00 10+50 _ M-26 9+50 9+00
E 4,283.37 012+50 12+00 11+50 �'—°+° — w— =w= ��— � It/Q
- \ - L - co
RIM=96.32 �0- - - 8'SA =- T - - - - -
IE=90.90 =s7-J�E --- !$CI^-15W I I I 0
ABANDONED, SFrE NOTE 1 /ELECT'RICk
STy 10+55 I eELECTRffL I 4 TAPOVERHANG
OLD SEWER LINE LOCATED I CONDUIT I NO SERVICE LINE '4 I 1 \
-8-FEET FROM STRUCTURE CONDUIT
TRANSFORMER SC-11 SC-13 MH—E \ z
OLD CLAY SERVICE I Sq 10 4' 0 6" 0 STA 7+81.33
SC-3 SC-4 ABANDONED IN PLACE _L 4 0 STA 9+(�8 STA 8+61 N 4,624.66
SC-1 SC-2 4" 0 4" 0 SC-7 SC-8 STA 9+89 E 4,315.53 - -
4" 0 4„ 0 STA 11+57 STA 11+17 4" 0 4 0 SC-12 CAPPED WYE
STA 12+17 STA 10+18 STA 10+16 J
STA 1 1+89 Mgt' G NO SERVICE 8" �VC TEMPORARY 2
f `s UNPAV(D AREA BY-PASS
PLBANDONED
$ AE
cA1NI L�L
PLAN—STA. 7+57 TO 12+66
V1 ONAL ,
SCALE
20 0 20 40 FEET NOTE:
1. EXIST MH-4 ABANDONED BY REMOVING RIM AND LID.
BASE FILLED WITH GRAVEL
MH-I APPROXIMATE EXISTING MH-G STA. 8+71
4800 STA 12+54.89 - GROUND SURFACE STA 10+02.08- _ - EXISTING 6" 0 NATURAL GAS LINE
-fiO .9 - 4800
MH- STANDARD'' MH-F� GA LINE M VED BY PC
STA 10+31.01 STRAIGHT FLAT
RIM EL=96.38 STANDARD TOP MAN OLE STA 8+89.1
STRAIGHT FLAT MH-E Q
4795 t - TOP MANHOLE
_ TRSTAAIGHTD_F N 479
RIM EL=93. OP MANHOLE --STAND D
- 5
1-1/4" NG SERVICE RIM EL=93.23 STRAIGHT FLAT to
w UJ
TOP 92.2 TOP MANHOLE o w
SC-7 EL 91.91 STA +39 RIM ELF
.93 ``
0 4790 I IE =89.36 IE 87.85 10518 IE =87.34 --- - - --- SEWER-- BYPASS _- 4790 z
�E-G�B�� A AN I N- LA E w o
a IE W 88.25 w
r r IE C=86.71 IE � 86.01 Im w
w STA 12+17 SC-2 SC- SC-4 SLOPE=0.0067 FT/FT SLOPE= .005 IE W 86.10 w
TA 1 1+8 STA 1 +57
STA 1 1+17 SC--STA SC-10 LOPE=0.0065 FT FF - wo 4785
4785 � I STA -- STA 9+8 - -- - - -1 11 - -- SC-r3 S /
NEW 8', 0 PVC EWER LINE 222 LF 10+16 STA 9+b8 STA 8+61 Z
NEW 8" 0 PVC SEWER STA 8+71 SLOPE
N E 29 0LF VC SEWER
LINE 113 LF EXIST 8" 0 WATER MAIN 0.0049 /FT
I =
TOP EL 84.84 0
4780 - - -- - ---- - - BOP JL--84.O9�- --- - - 4780
12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00
PROFILE—STA. 7+57 TO 12+66 STA 7+¢5
NEW 8" 0 PVC SEWER LINE 108 LF EXIST 8' SEWER LINE TEMP
BYPASS. ABAND IN-PLACE
VERTICAL SCALE HORIZONTAL SCALE
4 0 4 8 FEET 20 0 20 40 FEET
VERTICAL EXAGGERATION = 5x
Issue: AS-BUILT DRAWINGS Dote: 1/24/96 Revision: 00 NICKLIN As—Built Plan & Profile
Project: 95-101 Drawn: ic EARTH & WATER, INC. Line Replacement Soil Remediation Sht 5 of 6
File: BSS32.dwg Approved: l-��
STEEL FENCE POST (TYP)
5'
FABRIC SHELF TO TOP OF 1 1
EXISTING 12" PIPE
8' FLOW CHANNEL
4' MANHOLE BARREL
N IE=76.73 SC-6 180
FLEXIBLE CONNECTION ! I SHELF CAST—IN—PLACE 6' 0 90
(A—LOK OR EQUAL) i I CONCRETE 1/4" PER FOOT SLOPE
EXISTING GROUND 8" 0 PVC PIPE I I
ELEVATION SURFACE REMOVE TOP OF NO INLET PIPE
EXISTING PIPE MH—H MH—I
STEEL FENCE POST i FULL DEPTH UPGRADIENT MANHOLE
FLOW CHANNEL
FABRIC
HAND—PLACED SOIL IE=77.00 CONCRETE TO SEAL
DITCH
EXISTING GROUND SURFACE AS NECESSARY
VII
OVERLAP 1' ON GROUND !
I
i
I
SIDE VIEW PLAN 1801 180'
NOT TO SCALE 157
SILT FENCE DETAILS
ss ss•
NOT TO SCALE SC-148„ 0 SC-9
1 1 0 1
EXISTING ASPHALT 3" ASPHALT I OVER PLACE
EX MAN
OG E1 BARREL MH—E MH—F MH—G
" PIPE
EXISTING 12" PIPE
SAWCUT I (DOGHOUSE" OPENING
6" BASE COURSE SEAL WITH CAST—IN—PLACE CONCRETE
EXISTING MATERIAL (COMPACTED) 8" PVC PIPE COMPACTED TO 95% CAST—IN—PLACE CONCRETE SHELF
�
76.73 IE=
ELEVATION CAST—IN—PLACE CONCRETE BASE
PARKING LOT REPAIR (TYP) _ r _-' REINFORCING STEEL—
— #4 AT 8" EACH WAY
NOT TO SCALE — —
� � I
IE=77.00 °° _ 183• I
Z 149'
SLOPE 1/4" PER FOOT (MINIMUM) ` a 1sr
BEDDING
45' ELBOW FLEXIBLE CONNECTION ELEVATION
SADDLE TEE (PIPECONX OR EQUIVALENT) 1 1 1
MH-A DETAILS MH— MH—C MH—D
SEWER MAIN NOT TO SCALE t
, EL . MANHOLE FLOW ANGLES
EXISTING SERVICE LINE M, LQ
S�Fc'STS"- NOT TO SCALE
W, 0lJAL�
ELEVATION NOTE:
SERVICE LINE LINE CONNECTION (TYP) 1. SEE CITY OF BOZEMAN STANDARD MANHOLE
NOT TO SCALE DRAWING NO. COB 02722-1 AND COB 02722-5
FOR TYPICAL SPECIFICATIONS.
i
Issue: AS—BUILT DRAWINGS NICKLIN As—Built Details
Date: 1/24/96 Revision: 00
Project: 95-101 Drawn: ic File: BSS33.dg Approved: G1�L✓ EARTH & WATER, INC. Line Replacement/Soil Remediation Sht 6 of 6