HomeMy WebLinkAboutGardiner-Simmental Plaza - Lots 1 & 2, Tracts 5 & 6 CUT NEW CHANNEL IN 4 LOT 3 EXISTING SSMH-47 CCHANDLER
EXISTING MH SHELF 6o INV N k S=4672.75
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OUTSIDE EDGE OF 4'-0" I.D. MANHOLE RISER SECTION 'I' \ 'l�EDGE OF MANHOLE BASE � T
VICINITY MAF1 2eBSS Y
/ l o Sheet f of f
e
• � Q LOT 2 \1 � -- - - - - - — - -- — - --- - - - -I 4 _ h m
SHELF n MAC LARD CO. Q [
i
U SHELF w �"� • 4U
F I I CS
W SME I wEn
HIS
LOT 4
A ). PIERRr MFG.ANC
/� E. MIOonY WaY^.W Co g
F NOT TO SCALE N v < 124 Fm 2042 5 e fi W 6
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G2, MANHOLE CHANNEL DETAIL I EXISTING BITUMINOUS DRIVEWAY SEE DETAIL 2IITS I 24-WADE BITUMINOUS ROAD SURFACE Cl I (�
;° 18".50'CMP
GAS LINE
0400
d +i 207.1
m +s3.53 1T 21"CMP M7 w) io 16.440'CMP a9.19 EXISTING 10"D.LP.8"DOWN FROM EPAVING - EXISTING
X RIM 461JIM05 48
— _—- . f DITCH—-— —- - Rawhide Ridge
— — — - F -
ao' ao' I 7 TEEox— — -- -T
rt DITCH --- --- 21"INV N W 5678 5 5
tl,� D -- I r y ,,F,. 57 LF OF 8'PVC SDR-35 SS 00.405 V' B"INV SW=1678.5
7447
NEW
a ——-
-—-—Ct ROAD -�- - -
ii 11 w-a —- —-—_—v — -T r 350 LF OF B"PVC SDR-35 SS 00.10%Q6
EDGE OF ASPHALT 8"INV E=l681.7T- 336 LF OF 8"PVC SDR-35 5S 00.lOS —
MH i r----'---u — — — — — — — — --.---
t5J.52 207.N a19.19 0+57.3 I .may
A
l2"CMP 9'20+�C1 x5 25 tRrtiy14�687~25 RIM 490 201[ 8"INV E=4680.22 8"INV NE=4678.726'BEYONO PROPERTY LINE(TYP) �' B.
INV W=a680.32 8"INV W=4678.82 I w�
INSTALL COMPACTED GRAVEL MANHOLE ACCESS I zk'
TURNOUT FOR MANHOLE MAINTENANCE (3 TYP,) 1 I <
N SEE
MANHOLE ACCESS TURNOUT PLAN Scale In Feet fl 9No C' I Ia
C1 SCALE: 1"- 0 _ _ I o z_
15 0 l 5 'a Z<
z
x4�
Scale In Meters
r? LOT 3
rr V � Fran4 aM LOia MmN.t'�I 1 cN� � [�
4 L 5 m 156 Fm NSJ 1 2 5 K �1
COMPACTED GRANULAR FILL 1 Nii z V
(1 1/2" MINUS) QI I
PAVING 10X ;o - SINGLE TREE COURT ROAD ABANDONED PURSUANT TO ttZ��
0%Nr- Z.
E 2 r�+y;o COUNTY COMMISION RESOLUTION N0. 1996-22 l 7
RECORDED ON 162 Fm 3546 a a �
MATCH EXISTING GRADE r�4/1.
EXISTING GRADE J „�4 �, ;q8 a1
LOT LOT 2 1 y qq- • y
�b 67.9/9 50 fl P F�" 9 e9 Sa Ft
F 1 .t.5592 Att g u„I 2.1623 Aare \ ¢tt S
4 MANHOLE ACCESS TURNOUT PROFILE .a GmYT HdxW MAGLARDCD
164 Fm 4323 Lea Fm 377
CI SCALE: NTS - e �8� �c3�a
o
� p
�T 6 V
LEGEND
OWNER y
0 6D T
41 `pe EXISTING SSMH-49
L�S� INV N tr 5=468225 F��iRlt LL^
—-— PROPOSED SANITARY SEWER LINE MAC LAND CO.
EXISTING SANITARY SEWER LINE 300 PARKER DRIVE A�, �� �'`� ,� ED
5971a MONTANA,
® PROPOSED SANITARY SEWER MANHOLE BELGRADE, �.TR�J /tSG ,y0�
61 EXISTING SANITARY SEWER MANHOLE (406) 388-1779 0 Sy bp 0 , � Je el �y�`' `p0,
ENGINEER +y,? /s`p0, old
0
Clei �
ENGINEERING AND SURVEYING, INC. �lybpp
614 WEST LAMME 60
BOZEMAN, MONTANA, 59715 � �y�ye y y,�p�y° • \�4+a�4",WdMy9
(406) 587-1115 �`'�� ��•`� ��,�'� y`J`
GENERAL NOTES 95
ALL CONSTRUCTION ',HALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. O
NO CHANGE OR IFICATION OF
BE
J ENGINEER NG WITHOUT THE
DEPARTMENT
WRITTEN THE APPROVED
EOF PLANS
ENGINEER SAND THE O CITY D GRADE
NS SHALL
LBOZEMAN BD AND PROPOSE
EXISTING I O
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE __ ---
LISS
_
e ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., _—
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT 85
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL II
EQUIPMENT AND MATERIALS BY THE ENGINEER. O ro,�nw,<m+J I V
�r 336 LF OF 8"PVC SDR 0.40%4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE -
BEGINNWG OF CONSTRUCTION. 350 LF OF 81"PVC SDP-35 SS O 0.40$
Drawing Date: 8/9/96
.1. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS 80
PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. J L
1. TRENCH BACKFILL SHALL BE TYPE A. 75 57 LF OF 8''PVC SDR-35 SS O 0.40%
C1
� 8. INSTALL SANITARY SEWER SERVICE LINES FROM MAIN TO 6' BEYOND EASEMENT LINE ONLY 7+00 6+00 S+GO 4+00 3+00 7+00 1+00 O+DG
UNTIL SEWER MAIN HAS BEEN TESTED, APPROVED AND ACCEPTED BY THE CITY OF BOZEMAN. SEWER MAIN EXTENSION PLAN 8L PROFILE
9, BENCHMARK: RIM OF SANITARY SEWER MANHOLE #48 AT RAWHIDE RIDGE AND SIMMENTAL DRIVE ' AS CONSTRUCTED
ELEVATION = 4691,05 FEET (CITY OF BOZEMAN DATUM) C1 SCALE: (i"=50' HORIZONTAL) (1"=5' VERTICAL) 1 NSTRU
CUT NEW CHANNEL IN f LOT 3 EXISTING SSMH-47 "0F /4N
EXISTING MH SHELF bo INV N k 5=1672.75 MAW A-
\
AMMER
OUTSIDE EDGE OF 4'-0" I.D. MANHOLE RISER SECTION CH 431EE5{TA
gf
EDGE OF MANHOLE BASE S.gB
m f VICINITY MAP g +I'.
o Sheet 1 of 1
4 LOT 2 % - - - - - - - - zcs DO
p
MAC LAND CO.
SHELF = 164 F.377
t I I I =V
�1 SHELF I Z�w
a z
��En
�� 100� `� F.Q
, Ptl es
'SS o, � � LOT 4LN
IPIERRY MFG INCA,,"' wa,r,a oil Co. tsNOT TO SCALE � Na iza Fm z 2 tpsE2 MANHOLE CHANNEL DETAIL °
s I EXISTING BITUMINOUS DRIVEWAY SEE DETAIL 2
C�NTS YI, Ct I I r4 -
2d En V 'WIDE BITUMINOUS ROAD SURFACE
18'><50'CMP
N o }3 GAS LINE
40' 40' ? ;
u +
I
"' 16'.40'CMP a9.19 EXISTING 10"D.LP.6'DOWN FROM Ft PANNC EASTNG SSMH-48
1T 24"CMP - - - - - RIM-4691.0517 _ --__� _____ _-_ EDITCH _-_ _ ___y...-- 24'BJVN k1.05 .5
_ - DITCH --_._-_--_- - ---_ --___ B'INV SW-W78.5
TEL BOX'- - - - 57 LF OF B PVC SDR-35 SS•0.40%
Rawhide Ridge7+nNEW SSM-3 L -- --- -
lB -_-_ _- -_-_- _•�'j 350 LF OF B'PVC SDR-JS 55 W0.407G
__ -_ _- rE ROAD " QQ66 336 LF OF 8 PVC SOR-35 $$•0.407G - _
EDGE OF ASPHALT w ° B'INV E=468T7r-
r____ 15 xo7.N 4+07 __- - - _- - _- _.. a9.ro 1w+5 -1�
_ HJi 1s3.sx / NEW SSYN-Y
ae9�6'zo'(u) 0692o'1n (u) xs D NV NE=4.40 1
Z (N11918'xo'E[ N 12'CMP [N69'201YEI N RIM=468L25
8'INV NE=4678.72
8"INV E=4680.22 I p
0 20' 6'BEYOND PROPERTY LINE(TYP.) ri 8'INV W=4680.32 8'INV W=1678.82 I i�
5 , a TURNOUT INSTALL FORMANHHOLE GRAVEL
(3C TYP.) 1 I 7 a
SEE DETAIL 3 I a
3 MANHOLE ACCESS TURNOUT PLAN Scats /n Feet
I N�
so o so +� �Z�
c1
o:
15 15 Scale In Meters .2 a a I• x"o _.
O g w LOT 3 ax
wo as
'-' O Frvn4 vn0 Lou ArmMrncnl 1� p 6 � �,
4 q 5 ! 156 3433
Fm
COMPACTED GRANULAR FILL s I R I oa 50
PAVING 109 (1 112" MINUS) nP ON
Imo-SINGLE TREE COURT ROAD ABANDONED PURSUANT TO2 COUN TV COMMISION RESOLUTION N0. 1996-22 7
nA RECORDED ON 162 Fm 3546 1 I a^C, ^ 0
_ � R I I ��N p(, QI O
EXISTING GRADE MATCH EXISTING GRADE '8 I'R I wm n\
LOT 1 Rrvg LOT 2 • - -- - - - - - -- - - - - - - - � amQ
a 6de
5i9a o., 0• 9IGN23 s9 n
�' z.1ax3 Aap
4
MANHOLE ACCESS TURNOUT PROFILE B1`'H. MAC fmN M 1�-1 z
311
G1 SCALE: NTS 4323 164
I RR� « ✓
OU
'T 6
LEGEND OWNER 6G �� 0� EXISTING SSMH-49
INV N k S=4682.25
--- PROPOSED SANITARY SEWER LINE MAC LAND CO. 9
--- EXISTING SANITARY SEWER LINE 300 PARKER DRIVE
0 PROPOSED SANITARY SEWER MANHOLE BELGRADE, MONTANA, 59714
EXISTING SANITARY SEWER MANHOLE (406) 388-1779 %
ENGINEER "°,�rp' s� �5,�° �so� j Pei, jryo � ary +\yti� y V
e5�, /GCQ- 0 ,T�J `POryD'`LP0 5�'e`AA A4'p o.1F' pD,� �n
C&H ENGINEERING AND SURVEYING, INC. 0 'yy 07 /yya3e �M1yb� ?ry °x��p� '�' �Py.y10� w/
614 WEST LAMME �/0 N�0 }, V69M6 x°�'IWOF.,yk Ab� e-0.\r� W°? +M6 FiN
BOZEMAN, MONTANA, 59715 A• 4YYJ yp 9"y1r,T`' A y�.°\?J,�° 0 °���!�ta��i'a ,���(yll
(406) 587-1115
GENERAL NOTES $
95
i � , I T ry• Ili � � N
I. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE 7 f PROPOSED, RAR -y
i I I i
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 90 G _- --' O
_. ENGINEERING DEPARTMENT, ! I I EXISTING AA�D _-_N
v
,3. PRIOR TO THE PRECONSTRUCTION MEETING THE CONTRACTOR SHALL SUBMIT TO THE o
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., --�-- I I
~ EOUIPMENT AND MATERIALS BY THE ENGINEER. _ _ ____
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. raj cr PmE ezu
-' INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 85 O!�apa cw7p 1 I I I ~
II U
JJ6 LF OF 8"Ply SDR 35 SS+1 0.40x
... 4, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
J50 LF OF 'PVC SDR-.�5 SS B 0.4 x III j Drawing Date: 8/9/96
BEGINNING OF CONSTRUCTION,
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS 80 iF
PRIOR TO BEGINNING CONSTRUCTION. i I
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
c1
7. TRENCH BACKFILL SHALL BE TYPE A. 75 157 LF OF 8 PVC SDI- 5 SS O 0.4 X
B. INSTALL SANITARY SEWER SERVICE LINES FROM MAIN TO 6' BEYOND EASEMENT LINE ONLY 7+00 6+DO S+GO 4+00 J+00 ?+00 1+DD D+00
UNTIL SEWER MAIN HAS BEEN TESTED, APPROVED AND ACCEPTED BY THE CITY OF BOZEMAN.
9. BENCHMARK: RIM OF SANITARY SEWER MANHOLE #48 AT RAWHIDE RIDGE AND SIMMENTAL DRIVE r,�SEWER MAIN EXTENSION PLAN 8L PROFILE AS CONSTRUCTED
ELEVATION = 4691.05 FEET (CITY OF BOZEMAN DATUM) C1 SCALE: (1'=50' HORIZONTAL) (1"=5 VERTICAL) 10/1/96 -