HomeMy WebLinkAboutWest Meadows Subdivision Phase 1 WEST MEADOW SUBDIVISION
PHASE 1
WATER, SEWER & STREET IMPROVEMENTS
GENERAL NOTES BOZEMAN, M O N T A N A SHEET INDEX
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO Cover Sheet & Details
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE COTRACTON SHALL PROTECT ALL EXISTING UTILITY LINES DURING Sheets SS1 - SS2, Sanitary Sewer Lines
CONSTRUCTITRUC710N. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SS1: Lines A, B, C, & Manhole 7-A
2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SS2: Lines D, E, & F
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION,
DATED JANUARY. 1996, INCLUDING ADDENDUM No.2 (8/08/00), AND THE CITY OF
BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING ADDENDUM No. 1 (2/19/98).
ADDENDUM No. 2 (3/15/00), AND ADDENDUM No. 3 (5/08/01). Sheets W1 - W4, Water Lines
M.^Lm. Sheets
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS Graf Street
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER < n
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. _ Ltica^ Rd. slog °A L W2: East Fieldview Circle
4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT I; U.I-It -
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER I I I W3: Cottage Lane
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND I W4: Candle Lane & Greenmore Court
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO 9.9, vd. I
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE L
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND swof MATERIALS BY THE ENGINEER. KRgy w
R. Sheets ST1 - ST5, Street Improvements
I L �
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL 0 I ' 4 ST1: Graf Street
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION J I ST2: East Fieldview Circle
OF THE CONTRACTOR. H l ST3: Cottage Lane
7. PROJECT BENCHMARK: NORTHEAST BONNET BOLT, FIRE HYDRANT WEST OF GRAF L----- ST4: Candle Lane & Greenmore Court
STREET AT THE NORTH EDGE OF SUNDANCE SPRINGS SUBDIVISION. I ST5: Street Details
ELEVATION = 4964.68 (CITY OF BOZEMAN DATUM)
Irp
8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. -
9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED I _ She
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. et et SDI, Drainage Plans
Drainage Plan, Phase 1
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
ALL OPEN EXCAVATIONS, THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. :
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
x SITE
FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. /r
12 DUE TO THE SOILS AND HIGH GROUND WATER THE 11W BENDS SHALL BE RESTRAINED-
THRUST BLOCKS AS SHOWN OR MEGALUG FOLLOWER GLANDS SHALL BE INSTALLED o TYPICAL CROSS-SECTION
ON THESE BENDS.
GRAF STREET
13, WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND CITY OF BOZEMAN MODIFICATIONS R R
STANDARD DRAWING No. 2529-8.
1 . .14. WHERE THRUST RESTRAINT IS PROVIDED BY MAGALUG SERIES 1100, MECHANICAL JOINT 32 5' 1 32 5'
RESTRAINT, AND MEGALUG SERIES 1700, RESTRAINT HARNESS FOR DUCTUILE IRON Y ST 6' t8.5' Le.s' e'T5' 1'
BELLS, OR APPROVED EQUALS, THE FITTINGS SHALL HAVE THE MINIMUM RESTRAINED VICINITY MAP �x 3�2x
LENGTHS OF PIPE. NOT TO SCALE
FITTING RESTRAINED LENGTH OF PIP / 2x }•A ALT pgNEMENT SA
90' BEND 18,
45' BEND 8' J1
22-1/2' BEND 4'
11-1/4' BEND 2' 6'.1'-MINUS CRUSHED GRAVEL l l 5'WIDE SIDEWALK
STD. CURB h CUTTER
11-1/4' VERTICAL UPPER 7', LOWER 2' IB 6"-MINUS SELECT SUB-BASE cRANEL
TEE 10' EACH DIRECTION ALONG AMOCO 4552.NON-OvEN GEOTEKTLE FABRIC,39'WIDE FROM BACK
THE RUN OF THE TEE OF CURB TO BACK OF CURB-MEET"MOT 1995 EDITION,STANDARD
8'X6 REDUCER 31' ON LARGE SIDE
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION
FIRE HYDRANT LEADS ALL JOINTS
713.13 FOR SEPARATION/STABUZATION-HIGH SURVNABLnY,
DEAD ENDS 75'
TYPICAL CROSS-SECTION TYPICAL CROSS-SECTION
ALLEYS EAST FIELDVIEW CIRCLE, COTTAGE LANE, CANDLE LANE, AND GREENMORE COURT
TAI - NEW MANHOLE #7-A. GRAF ST
CURVE CHANNEL IN THE SEE STANDARD DRAWING 02722-5
DIRECTION OF FLOW IN FOR CHANNEL ALIGNMENT. 1' S 75 18.5' 16.5' 7.5' S' 1'
THE EXISTING 8'PIPE _6.0 9.0' 9.0'-�6.0'
I TOP OF SHELF O ELE V.OF {1_ x
TOP OF NEW 8'PIPE 3'A ALT PAVEMEI T ��`x 5�
INSTALL NEW PRE-CAST MANHOLE }•ASPHALT PAVEMENT
ON_SHRINK i. BASE AND BARREL SECTIONS. x ?� 2x 211 5'.1
CONNECT TO EXISTING 8'PVC
SEWER LINE MOTH SMITH-BLAIR 441
OMNI COUPLER WITH FUSION
_ BONED EPDXY FINISH,MANHOLE
1 FOOT 6", 1'-MINUS CRUSHED GRAVEL 5'MADE SIDEWALK 6 1'-MINUS CRUSHED GRAVEL
OUTSIDE OF MANHOLE. EXTEND 8' >
8'PIPE 18'.6'-MINUS SELECT SUB-BASE GRAVEL:ZZ ROLL-OVER CURB h GUTTER
�OpE SS MAN STUB 60'TO WEST 18".6"-MINUS SELECT SUB-BASE GRAVEL
L I'RE FT.s. RIGHT-OF-WAY LINE OF GRAF AMOCO 4552,NON-WOVEN GEOTEXTILE FABRIC,27'WIDE.MEETMG MDT 1993 AMOCO{552.NON-WOVEN GEOTEXTILE FABRIC,35'WIDE FROM BACK
NEW IRE F STREET ON 0.40%GRADE CAP EDITION,STANDANO SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, OF CO 4 TO BACK W CURB.MEETING MDT 1993 EDITION,STANDARD
END OF STUB. SECTION 713.13 FOR$E➢AMTION/STABUUTION-MIGN SURYNABLRY. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION
R
..Al ]13.13 FOR SEPARATION/STABLIZATION-HIGH SURVNABLffY.
EXISTIN
e'
PLAN VIEW SECTION Rocky Mountain Engineers, P.L.L.C.
AS-BUILT DRAWING AUWST 2002 !� RAY H. CENTER
Civil Engineering & Land Surveying 5653 ES
SANITARY SEWER DETAIL -NOT INSTALLED-
NOT O SCALE
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859FfR AND`FeP``J
UNLESS SIGNED,SEALED,AND DATED,
DRAWING FILENAME: /WW1-C-dwg 09/06/2002 THIS IS A PRELIMINARY DRAWING SET_ _() -
O\ � W
Ile
I 1 / / I \V ! I' 7
_� vs
t4c
v \\\l \\ / / y/j 0 25 so loo
/ (! �9 / , 'f �J/' I II SCALE: 1"- 50'
/ \ _ -_ F_L St.. 2+Jp. t
t / _ 1 1 LVJ 4d94.14 Rim Elesl Inv.Oute.
VAO
4955.e8 R1.El-:.
4949.50 Inv.Out(l)
co
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\ M
`, ( 7r00 i 1 IN Ilrl
YH D-2Alto
o prDD" Sta.0+89
! .15 F.Sta{74.15.78 D) \\\
\+ 1980.18 Rio Eler.
4954.24 Inv.In
4954.21 Inv.IF E I I I Z
T 1 \III I
1 I Q
I
YH F-1, Sto. 6+004950.11 VIIj1
4954.50I v nv.Out(E)- 1111 I
Iy� IIII1 i -
DD COnAGE rtD 1 11 I 1 ' �I I111. -_L--------
Stoa04400 E-Sta.3+a4.
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J _
woe. I
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' sta.owo D-stb.zw7. s c \ 80- � 8'W
f 4952.89 RI.Elev.
f 4948.18 Inv.In(� `. I '� e -- ----- Z AS-BUILT DRAWING
494 In 1 4945.98 Inv
.ouI(E) O \ lw�sa / - MAY 2002
N
4970 4970
LIRE'D' 4970 4970 4970
4' AN TM R RVLORT IONS
Sto. 1+22 In.toll 47 Right
Se we Line ��� sea. 2+12 I1:ta1147 RI9ht ebba •a :W at
Sta. 2+111 In.toll 27' L. c c Exl In round urfoce
(coT ACE LANE $lo. 3w2 In.to11 41' Rlpht LIRE p p g
'�. Sla. 4+9e In.toll ]e' RI t o++ 4- AN TAR R vl LOCATIONS
Z. 9h -i.• '_` Sta. O+Sa In.loll 38 Right
W.. Slo. $+75 lrotal l 3Y L.1t VI W.. N
i...... i �w St.. 1+67 Iwe Install 38 L4Tt nli" 1 NoioNN �.
« $ta. ew2 ]net.) 3e' Rlpht88 Sta. 1+14 In.toll 38'
S,SdSta n R1�`t YWS
saW y
d>E�" Existing ground Sur/ae s s -- ------ - �S --_____-_
i i c44 a i - ---
4960 cc« rc8 c-5 -0oS ExlsHnq q nd surface 'n$R �v♦ - -
- - d W o 4960 4960 - _ 4960
e i i �. 4960
Finished -
$$oog _--- i esa
a ------- ;.. ttree
---- --------- surface
--'- Finished sfn surf - _ ----- - - - - -
__--_____ --------- _
Finished v
--- - - street 85.1 LF 8' A TY 303/ fee.e L e' ASTY'V
_ surface SOR 3S PVC 0.IOi SDR PVC•0.405
-- --I r Ground eater Surface, _ - -
I
II May 22, 2000 l,ST1.]034 w II LINE 'F' Ila 22, wafer
4950 - 3p7.0 LF O p 1,485 4950 -I-..- - 4' SANITAR SERER SERVIC LOCATIONS ;;round,r2000
ater urfoCe,
MINIMUM 4950 4950 to. n.to I9nt 4950
_IT 7+21.36 EL IV; 4933.p SEPARATION A Y 30 Sta. lw5 Imtall 3esot ' RI nt
.r o..n9 1.S' 1 mq L P9O•0.sOS Sta. 1+35 Install ]7' Rlpnt
380.8 L 8 ASTM>D MNYRIN St.. 2+35 Install ]7' RI9ht
Spq PVC•0.fl4i SEPARATION STA. 3+53.61 ELE9: 4948,s Ground rater surf ae,
1.5' .r n. s np May 22, 20
AS-BUILT DRAWING Sower
ine A ' ewer Line YD
MAY 2002 (CANDL UN£) (EAST FIE VIEW CI LE)
4940 - 77 --- 4940 1 1 1 4940 4940
0+0 1+00 2+00 3+00 4940
0 4+00 5+00 6+00 7+00 0+00 1+00 2+00 0+00 1+00 2+00
/� DESIGN DAJ DATE DRAWND/10/2001 CHECK BDAJ Y DATE: W Lr�(r�1 LJ
Rocky Mountain Engineers, P.L.L.V. i� �% REVISIONS DATE: CHECKED BY DATE
O/10/2001 DRAWING
SCALES HORIZONTAL, 1'• = 50'
t 5653 ES AS-BUILT OS/20/2002 �QG�]�4QG3�'I �C7CG3 d�G']C � D9 Q9 �GiICCE4 RAY H.CENTER CONTOUR INTERVAL: 1' ! d
Civil Engineering & Land Surveying 4 PROFILE NEW: HORIZONTAL: 1" - 50' na(a�nl �1r2 (nl 4' �JUCS VLr CS 1700 Weft Koch Street, Suite 7, Bozeman, Montane 59715 (406)-586-4859 DRAWING FILENAME: /WM1-Sewer-AS-BLT.dr9 09/06/2002 VERTICAL: 1" = 5'
�.
9-
�-,
- -
Sla. NIT IN.t.11 50• L ft Se we Line 'C' 'llj �. ♦\ \\ \\ \\ / % - \ -
Sle. 0+71 Inaall 19' L 1t
st.. 0464 r.lal 4" R gnt (£ASl F/LOV/EW C/ CLE)
Ste. U75 Inaal >d' R nt
496 .. . m o L [ 4960 I '� 1 ` ` \ �� t 1 1 / / Exiting \
St.. 2.72 Install M: R ghl I ( \ I \ 1 1
St..
3u1 Inaall 39' fl ^ I ` `) - \ \\I // Trbil \\
St.. 3+69 Install 44' R ght grouExistind
\
ground
surface I - \ \ sloe 0+04.41
1 _ \ 4943,90 1-1,(S) 1 1
Comm.
- -- ------ 18 17
-- - - -----
4950 '- 4950 � � °��
flnlshed N surface --- I w 0-3, Sta. 3+73.97
4953..36 Rim Elev.
1916.4 A_1 11,7fi0 cu.Ft.nMiaes I 1 I
nd wafer su See, 7 nr.Oath
- - - - - - �Ma, 22, 2000 - - -
- - 4951.JS Rlw Elev. 1 I
SSn/firy wsr/ EST s►sus.ii (iljl
_+00
12
1 I / ! /
4940 4940 I ' 'W C-z. sta. 2+97.7s \ \ o+ 9+i^! w
4+00 3+00 2+00 1+00 0+00 I I/ 4962.89 R11 El.r. YN flee Ilk,
45s 21 \ -%M 14
19 Q a946.t6 Inv.In(( )) 495x.19 lw El�v. l
,\I 1945.16 Inv.In(S) 4945. �w�\''.
4 i 1945.9e Inv.Out(E) 4_,45 24 1nY Out(ESE) -- 00 /
St..n1+60.19 A37 DrolCrs44t-18
AS-BUILT DRAWING EvA0S
`S t i
MAY 2002 - - �\ r yia° Q1/R\# W 9 L Sta. 1+39.42 /
-� ---- c�gf0 RE _ 495L 50 Rhin El- /
NN A-2 M0 �� 4946.04 I-0.t(Set
$ i St a.0+00 B-St.. 3+11.09 A -- tg EEN
.: .. 4952.96 Rim Elev. \ /
4945.SO Inv.In((S) �♦ /11
49 .60 Inv.
---- - - 19"45.30 Inr.at
"�' ewer Line 'A ' -�
sloe 2+15 metal 60' Len `d (EAST F/E DVIEW C/ CLE) ^^ \ 1 ♦ \ \ /
at.. a+43 Inaall 29' Right .v,$�„ .
4960 ste. 4u5 In.eau 4z' Left s55 RR ; --- try ♦ \9Y\ \
Install --- s 1
sloe s.ee Install
n•la l 35' L.r1 s<<< - 4960 S\ l
alas 6+s6 Instal 36' L.rt v _ J J \ `�\` i
Sta. 7+11 Ine tall 10' Right •33Y /� \ --_ '
It.. 7+44 Inaall u' Left finished .urf u
---- -St.. 5+27 Install 38' Left =`a �a a a __- ---- --- ---''---- -- -� --- - �3 V 4 \ \\
R C C`
Existing ground surface UN A-3, Ste. 4+74.31 _
r,
Gro d water surface. - Spy. 7 / \ \ �44955.38 llv.-El , - "
------- - way 22. 2000 - 5LF :t I I \ r , /9ea-14-tnv.Out(R) - -�
-J .Opt --
4950 - -- t a 35 9
I \
' ----- - - - 4950 --
• _ - - 242.0 LF ASTY J034 I / \ \
__-y - - _ SDI 3S VC•0.51t \\\ \ \\
ASTY 3034 MNMIIAI \\ \\ \\ - \ IL+
ISO.2 n5°• a 1.g5Y SEPARa MIN R T 4 4 \ \ \ \ - - 1 L.LI
-- --- - 17 D LF 5' ASTY 3034 \ / Qf
LF 5 ASTY 4 NIN 11M S 3S PVC 9 0.40f \ I /LANE \ \ vt '
R
SDI s PVC 9 0.4 f SEP AT0//
1 . TA: .1 E EV; 4.14.69
STA: 1♦25.16 ELEY 4944,38 Of Stara roe. nq 0 25 50 100 \ ` I \ \\ \�
.r n eu nq
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
4940 4940 SCALE: 1"= 50'
1
AS-BUILT DRAWING
MAY 2002
LINE•B' \ I ( 1 \
St _A0"5 7 SEER SrRM LOCATIONS \ I 1 \
---- sloe ONs Inaall >d' Rlphl
` Sic 1+29 Inaall 59' Ldt
A A Sta. 1+32 Instal 64• Lal ,t1 �/
Se er Lipe B St.. 1+35 In.t.1150' Right (� 1/ / ALL
��
( EENMOR£ COURT) i7 /'/ \y / n A Q
efre.ted L i 4960 // 1 \ L."F - , - ���\ \ \\ \�J 1 `\\ 4958.75 RI.EI.v.
4960 __^ ' ' /1 \ NN A I, St.. 7+20.91 /
/ - ---496 4950.50 Inv.In(S)
m -^^ surface Wd / \ i--" \ \ \ 1 4eso.3o m,.ae (N) )
It
26
3
_
4950
4950
ExlsNnq qro nd surface
1
IR
4 LF 6 ASTY 3034 -,_ V,
/ i I Jr / - --
Nw9Rw I -_ FIEL V/EW / w A a. s1.. e+31.55
0.11.25 EL IV: 49a5.54 ,` _ / I \
9 !` 4950.09 Film Ell, \
1.5' erlj,..r00e n _ \ 4953.70 Inv.0u1 IN)
nd wafer su face, + / _ ---_-- 5 I \\ \ \ ,♦
4940 wa 22. 2000 4940
0+00 1+00
DESIGN BY: DRAW BYA DATE.10/10/2001 DRAWING SCALES
DJW[ V� LAAJ��e �OIJJ UVLJDD O\J�C�J�OLt\J Lr WL:1laJl5 Ll
DAJ 10/10/2001
Rocky Mountain Engineers, P.L.L.C. .r REm AS- DATE CHECKED By DATE PLAN V EW HORIZONTAL 1" = 50'
b AS-BUILT OS/20/2002 n �7ULRJ L5'Y RAY 6 CENTER CONTOUR INTERVAL: 1' o �9 �9 �,
Civil Engineering & Land Surveying "AAA 565'E�
�:� PROFILE vtEw: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 e /1 Lp= - DRAWING FILENAME: /WM1-Sewer-AS-BLT.dw9 07/24/2002 VERTICAL: 1" = 5'
11„AND
9-
-
l
<� � I ��I - -�N h
t I
M ,
III I
I I STA.9 4-INSTALLED IS• SOLID
I STA.a+72.40-INsrALLEO e' 1 sLEEVE ON.
RESTRAINT II \ 1
_- - �COT_TAGE_ --1-------
II _ ---
1 9TA.7+9.bB - INSTALLED B••O.TEE I "
0 26 6D 7 W I \\ N I AU%.�111
VEASSEMBLY _ � ----W/ LL M.J. RESTRAINT) P - t ----
r SCALE: 1•= 50' --- \N ST 6+42.9f - INSTALLED e` B - �- ��� - I' I STA.9+7b.29-REMOVED EXISTING CAP AND
O \ V W CLLUC W.J. RESTRAINT 1/s�� /� _ �/ II 1 I LINETHRST BLOCK-TO EXISTING D-DUCTILEIRON WATERTi NE
N A.3+47.07 - NSTALLED 8'• 6' 7EE 1) 1 I
��"— I I I
T iuX.VALVE FMBLV
__ \ ( MEGALUG RES NT)
_ STA. -0+00.4J - E%TENDED Bl WOFF 'T STA 2+3e.79e-IN TALLIED e`, 11)(' BEND
HYDRANT LEAD TO 24•STA.0+ 1.6- \W EOLLUG V.J. RE PAINT
INSTALEO 11K'VERTICAL BEND.SOUTH I \ _ -��-
= - _ uEADOW WATER VALVE 250.E FEET •,l� ( ,
NORTH. 11� r STA.7+73.15 -INSTALIEO 9'x B'CR�S
INSTALLED 25 Lf.OF B PIPE TO NE I'� I
/sue,"� WEST(FROM CROSS S'TO 22W I
�—==—_vt - _ I B'CLASS 61 D.I.PINE _ _ A.7+11. - INSTALLED B` GATE VALVE RRff II 1 r `�—; — �= �� HO ONTAL BEND,2'OF PIPE TO 11',
W MEGALUG STRAIN,AND VALVE BOX ,5' COND 1 J�'I II I
_ T I
_ -�° VERTICAL 9EMD-E. 0 EN CAP/ -
a--————————--T— —— f_ —— 9•�ER,R,yls ————— _= BENCH 41ARK. F ARROW CA-BOIT. WITH MEGALUG W.J. RESTRAI ). I
ELEV.=4962.88, ITY OF BOZEMAN DATUM. II
- ---- - - - _— -- - 'I F.H.ARROW CAI BOLT. 0 T I I
.=4958.32,CITY OF BOZEM DATUM. 0) I M
CD
_ 1 I STAI 3+42 7-INSTALLED e•CAT Y O /y1 I \III
° ( O+JB.e7-INSTA D e•.e• A co `. I I
w ECLLU WESTRAINT AND VALVE Box I �° II I I 1 r\`
1 STA.0+11 - INSTALLED e• III VERTICAL CROSS,INSTALLED 35 L. OF a PIPE / I I u I I X
II 1 't TO THE WEST( FROM CR SS 2'TO 119' S' T 1 - - l I I C
\ I BEND W/ EGLLUG M.J.RESTRAINT VERTICAL BEND, 13.5'OF'PIPE TO +495 � I I I 1 /) ICI
SECOND 111('VERTICAL HD 19.5'TO ( N I 1 1
W 1 I END CAP,ALL WITH ME UG Y.J.
\ 11 11 t \j RESTRAI It
NT$).
AS-BUILT DRAWING
MAY 2002
�/��/1� per`° yl�l tl�lj 1
Ai/
4970 - — — -- 4970
Y ^� �avN�a ATE MAINLINE GRAF STRE T
pyJso -- ---- -
~ I ; PROPOSEDN ED GRADE D
W _BEXISTING
J i
o <^ FINISHED 4960 < : k E STING GROUND PROFILE ----'-- ---' - -- - --- 4960
-ii
{•1 i! �1 �'1{�JNW� --- -
-------------
__-
GROUND WATEF
- '-----�- -_ SURFACE 5/22 2000 �
8.3'MM.
COVER(TYP.) - - y
4950 'J 4950
971 L.F.B•CLASS 51 D.r P E ty c j
_ �k .d 2 i
> xx� ;
H
op y� 2 O=
p SpaW7 r 1p
4940 _ c ` - .`rc z z� s +z 4940
:NOTE: k�j <= Zm1r I I I_< 1 j imb2 n o
THE GROUND SURFACE SHALL E BROUGHT TO FINISHED G CI- <=z •Ste'z
WHEN THE WATER LINE IS INS D TO PR NT FREEZING 0 GGG i p<e r AS-BUILT DRAWING p ^� o < '� m p p� g y a
THE MAIN WHEN FROST IS IN 11HE GROUND :�' G _z d AY 2002 .
o
�W M
;�\ N Vt'IJ�9\
2 n
4930 0
+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 4930
/� +��T�'q''% DESIGN DATE
& E.
BY; RHC DA 04/02/2001 DR DAJ & AOR AWN DAr10/18/2001 DRAWING SCALES: W��ff LAAJ�L.=.IDO W UVQD�V bU�OL1�J
Rocky Mountain Engineers, P.L.L.C. °T� �'i REN50NS DATE CHECKED BY: DATE PLAN VIEW HORIZONTAL: 1" = 50' `> �y�7 Ian ry� y� I ���74
5653 ES AS DWG 05/20/2002 Co W Q4L5W LA,U UZ QapC,� �34G3C C 4 �(] ('�
RAY H CENTER CONTOUR INTERVAL: 1' a d d d
Civil Engineering & Land Surveying 'y + PROFILE VIEW: HORIZONTAL: 1" = 50' WN OLr °3
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 p A DRAWING FILENAME: /WM1-Water-AS-BLT.dwg 09/06/2002 VERTICAL: 1" = 5' �Qa �QmQ
ND�.�
9_ —`L
LJCROSi
BENCH MARK:F.M. ROW BOLT; \--�TER AIN INE AST IELDVEW C CLEE IY.=4953.93G4960 - --- - - 4960 - 18 17 \NOTE: RAE \1THE GROUND SURFACE SHALL BE BROUGHT Ta fINISHEO C 1 .• =�---�_ --------------- ---••••-_____WHEN THEWATER LINE IS INS ALLED TO PREVENT FREEZING f CLASS 51 D.I. PIPE THE MAIN WHEN FROST IS IN E GROUND CONNECTED TO STA. 1+66 6 - INSTALLED \ vHPROPOSED FI ISHED GRADE S_BUIL DRAW I (SEE SHEET W1 B%6 8,2
1 E W MEGALUG \to� . (1 11,760 -
11,760 cu.ft.r6rlFcn,
EXISTING GR D PROFILE MAY 2002 __ •a O
'Uj
-------- }. - 6� STA.3+ .42-INST D .» :� _ f./� < /4 /
--- - - VALVE Ju[wwG -J. Z V�_ •��- � "- 3
___ 1 12
4950 1" -_
4950 W
ca COVER(ITN.) ce SURFACE 5/22 2000 -: � //
MINIMUM 9 GROUND WATER 1 LAG M J RES INT T1lL/ TALLEO \\
SEPARATION RESTRAI
I.S. n - - I - - II' TA.S+N 42- INSTALIED 8 \
a Q STA.3+48. 2 - INST 14
S MINI I 19 GATE VALVE W/u[LeLUG M.J. 6 11 B ND W YEGALUC \
ARATON I - RESTRAINT AND VALVE BOX Y.J.RES T \
_._-. 1718 LF. CUSS 51 D.1. RA { - -4930, -
pp
�^( S A.3+28.17-STORY
yl 3 6 CROSSING. 16 RCP, �
4940 ! c-i '> 4940 i I _ _ _
s o . 0 x o 3 os a 1
0 35 --
z u STA.6+54.16-INSTALLED S�
ouWi ;>o I s z > 3 I �O I / �� GATE VALVE W MEGALuu \\
1 �Ri I;o tips I Ii� 'I �n I --GAT
AND VALVE 11 8 y R 3 - / ALLEY A 6+69.30 \ STIL 6+74.50 -INSTALLED
_ 3 M.J. RAINT \
8 2 BEND W I GALUG
c> ± � <j iR D / - ,�- 6 X6 TEE,uJ1WN MEGALUG
\ M.J.RESTR 1 O
Ce Gd t• t '<L �3 i s I
F I
4930 - - 4930 f11I1 //•' a PIP 1.15- ELECTED °\ 1
0+00 1+00 2+00 3+00 4+00 5+00 6+00 / 0
- s3 ; 34 \
WATER AIN L NE EST FIELDMIX CIRCLE -------- --------- ----
y `\ sTA 6+52.,3- I STALLED
-- ------
4960 PR OSED FINISHED GRADE - --------- -------- \ ��\ - YECALUG
M.J.RESTRAINT
EXIST1 4G GROUND PIH LE 4960 9
\\
'- 6.5'MIN. - \
�
' •' '' � A.MB7.20- INSTALLED
COVER(TYP.)
TEE,W MEGALUG
' - I _ Y�RESTRAINT
- )ROUND WATER _ - - - - - - - - \
RFACE 5/22 000 - ccIT PI M MINIMUM J- --- -- \ \
1.s'AR SEPARATION 'LANE
1.f \
lOh
St D.1. 1PE -
4950 1716 LF.B'CLASS -- ,•1• �� / \ � `\\
4950 \
Sj 10+14.85 INVALLED I
PFSTRAWT AND VALVE BOX
GATE VALVE W ME A U M. V
MINIM SS
SEPARA TION o .• \
1.5 - pis y i S3 a• 28 1 \
z i jr` ; ' u -- ST 10+20.13-INST / O \`\
z 1 W o 11 ;LYi z ? JT z z PIOE.ANO•fIR6 HYDRANT,W/
-s u AUX.VALVE ASSEMBLY
4940 I I ♦i o I+ i I ^ I i> I�gI; I H (W/MEOKUO�11.J.RESTRAINT)
E> c oz m� •G n -� Nye "•�z� QN 4940 LEVM 95956,CITY O�BOZEYAH LDATUM.
WW e && E
'� ;" affi' r' n• nU 1STA. 11+ 1.72 -IN - \/
G3f� <L
END W YE
siI.J.REST NT I c c ^i of Coi of
� 1 I
4930 _ _ 4930
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
ENCH MARK: f.H.AR W AP BOL.
LEV.=4963.09,CITY OF BOZEMAN DATUM.
VV I _ i
STA. 15.1398-INSTALLED _ 12�16;7 - INSTALLED
8 STA. IB+72.44-INSTALLED Y
Il 1 M.J. GATE VALVEW NEGALUG N.J. 1 m
11A R Y11N - ST FI DYI W JR- I I RESTRAIKT AND VALVE BOX 'I Y.J.RESTRAINT • 8 BEND T ECALUG
M.l. NT
3/4'WATER SERVICE STATIONING
LOT No. STATION LENGTH ---- --- -
16 0+92.6 23.0' LT 1 +DO I - -
17 1+91.0 25.0' LT -- - -- I--- -- -- - STA. 12+86.15 - INSTALLED I \
37 2+82.4 47.0' RT - - - _ '�- 8--2W BEND RESTRAINT W MEGALUG
16 2+88.3 25.0' LT - -- --- - - - I I \
15 3+60.9 32.0'LT - -
36 3+93.2 39.0' RT - -
35 5+61.0 37.0' RT / ` 1 \T -
-1 +70. -INT STA. 1 +63.98-IN
STAUfD
I4 6+62.7 34.0'LT / ~6'%6'TEE, 8 LF.OF 8"D.I. A VALVE W M'JAL /
10 7+62.7 36.0' LT 6 Xs I CROSS SEECSHEET CONNECTED TO 1 1 STHAINI AND VALVE BOX
9 6+59.3 2s.0' L7 u w
1 I PIPE,AND FIR HYDRANT W/
6 9+7l.7 25.0' LT / � 1� t\ t AUX.VALVE SEW BLY / / 1
7 10+69.7 23.0'LT ( /%�jW/MECALUG J.RESTRAINTi -
6 11+57.1 27.0•LT 1 I 60 �`. `1 L ,V� 4 ` -
5 12+25.7 27.9' LT
27 12+43.8 41.9'RT / 7�
4 13+09.7 43.9'LT
3 13+95.0 47.7'LT
26 14+23.8 24.4' RT AS-BUILT DRAWING
2 u+83.7 49.r LT MAY 2002
1 15+95.0 47.2' LT
5___---_----z4480=
- - - _
SCALE: 1"= 50'
11pIL 11 /n9 "% /i1 M�y�y�7J(!t�(7.V - •. 1-� \``,'�
a.91h DESIGNDAJB& RHC OA 04/02/2001 DRAWN BY: DATE:
OAJ & AOR 10/18/2001 DRAWING SCALES:
Rocky Mountain Engineers, P.L.L.C. %y REVISIONS DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" - 50' Co?MI a�ti?
y RAY H.CEMER AS-BUILT DING OS/20/2002 CONTOUR INTERVAL: 1' A o C�JUlJL5L5 U
Civil Engineering & Land Surveying ��'a 0, �Q4CG3 �]C10G'] o CQ�4 ��CdD�I�CCJ �OG3�dC
9 y° 9 PROFILE VIEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 / ,I R :r DRAWING FILENAME: /WM1-Water-AS-BLT.dwg 09/06/2002 VERTICAL: 1" = 5• FILM a pM@pMQ @Mxgv LJLJ �Lf
L1Lgv'p`.
M
,
i
1
_ I
I p
co
STA 7115.81 - INSTALLED
GAT VALVE W MECALUO Y.J.• 4 I I
RE'=I AND VALVE BOX;
- INSTALLED I M t I
PIPE, AND FIRE HYpRANT W/
�U�( VALVE ASSEMBLY { l I 1
(WJI\IEGALUG Y.J. RESTRAINT)
�9 STA.7+35.29-CONNECTED TO I
6%6 TEE SEE SHEET W2 1 v
L 6'CLASS St\DJ.►IPE
I ILIA
N
S A. 0+00-CONNECTED TO
A. 4 - •
V VALVE ALUG N.J. ��' - , • I
I.,• 1 1.. °°
FS TRAINVAND VALVE°RO J J-1 °\ I I LO
N I 1111 I STA.4 06.52 - INS LLFO e'
r.0 __ \ RESTRAI VE W Mr:al G `
DATE V
i T AND VALVE 9% I 111 -_1—
_ _ A. 65.60-INSTALLED 1\ - __
- 1+� h 8%8 EE,W ME ALUC I _ --__-_ __.
_ M.J. RE TRAINT \ 4=,n
FET
BENCH MA K: F.H.ARROW CAP BOLT, - �f
\ STA 3+78.8- F ELEV.=495 04,CITY OF BOZEMAN\DATUM. i1 -G/��TF.J
\ PIP TO ALIGNMENT1 l - - ----------
DIE M I � I I -��yuow6 ce�±��_ _
00)
1liC
Ill PIPE JOINTS
I
T 1
—�i� �� CD
00
AS-BUILT DRAWING
1 — (o V1; MAY 2002
4970 - 4970
WATER MAIN L NE C TTAG LAN
o
PR OSED FINISHED GRADE
4960 - - - --
+> EXISTING GROUND PROFILE _- _ zz 4960
-- --- +�
6.6'MIN. _ _ 5
GROUND WATER COVER(TYP') -
_----'"-- � SURFACE 5/22 00 20 i s
4950 - - -° .- t-
n i A55 51 D.L P1PE 4950
8.0.
MINIMUM SS -
SEPARATION - -
1,5'
NOTE: _. ----- _- _- U ; S 3/4'WA R SERVICE ST 110NN10 -- �j 7 W
THE GROUND SURFACE SHALL 9E BROUGHT TO FINISHED vt " S W z
WIZEN THE WATER LINE IS INSTALLED TO P NT FREEZING a ? 7 ?,.,i 19 0+78.6 31.41 ITT i>
494D THE MAIN WHEN FROST IS IN THE GROUND 1 �> 20 1+95.9 36.0•ITT 1 ;� 1 4940
21 + . rz
22 3+53.8 27.0•ITT r�PI
gg o o < 0 23 4+49.6 25.0•ITT i j +• " ^F
AS-BUILT DRAWING * �>W :>a 24 5+49s 23.o ITT
_I�
MAY 2002 �s� w <; boa 26 6+4e.3 23.0'Rt
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
`NT d111Aj1_jb11 DESIGN BY: DATE: DRAWN BY, DATE:
�•� 9 111 DAJ & RHC 04/02/2001 DAJ & AOR 10/18/2001 DRAWING SCALES: W�U� ��QDO W �JVUDO IJ OCaJOOLt\J
Rocky Mountain Engineers, P.L.L.C. Sz% REVISIONS: DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL 1" = 50'
AS-BUILT DWG 05/20/2002
RAY H.CENTER CONTOUR INTERVAL: 1'
Civil Engineering & Land Surveying .� 5553 ES B CJGQ4GG3 GA]C^Q�[;] � COO CTCTL
9• 9 Jr• g 'r,. y PROFILE VIEW: HORIZONTAL: 1" = 50' pf�
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 —586-4859 A-__ DRAWING FILENAME: VERTICAL: 1" = 5' Qp pQ Q ��4
R ` - /WM1-Water-AS-BLT.dwg 09/06/2002
1ka�1�;.
g_ _c2-
11,760 tuft nk*,—
n I
\ �---- --1--! STA. 1+50.92 - INSTALLE 8'
/. EAST W 4EGALUG M.J.
,y
RESTRAINT)
12
• \ _ \� 6/ STA. 1+38 - INSTALLED /
\ / \ EDUCE. 19 LF. OF 8' D.I. /
6�X/ PIPE,AND FIRE HYDRANT W/
- - .
�\ k / AUX.VALVE ASSEMBLY
"19 II \ \\ \ - \�� ^••---__� 1� (W/4EGALUG M.J. RESTRAINT)
I \ . \'�. r CLAD!81 CA PIPE _ 1
37 1' e
/ 'no -
\ /. OUR /
E �/ BENCH MARKL i.H.
-01 ARROW CM BOLT.
REE1,4�� ELEV.=a95J.90,CITY i
` STA
2 0
. 0+00 - CONNECT Td
O � 6 TEE SEE SHEET
y ALLEY \ \ Su Or17.78 - 015TAEL 6•
GATE VALVE W HRUST BLOCK
I,m , \, , \ �\ AND VALVE BOX 1 O
I 91 � ARROW CAP BOLT. \ '. \ •� •'- -� I
"21 31 32 33 , 34
If
STA.O+OS-IN ALLED )SUM 3+71 6 I ALLED 8'
BEND W MEGALUC AND VALVI 80, \\ -
%9I RESTRAINT
--
8'CLA13 SI D.I.PIPE I \ _
22 -
-•1+• 4+12.98 - CONNECTED TO Y
_ + / 4+ 0 8 E SEE SHEET W_
l _- \ w
_ CANDLE LANE
i y
STA. 0+00-CONNEC — -
8%8 TEE SEE SN EET W3 \ N/
j •II
STA. t+96.65 l
-I TAIL 6'%6'
E- 1 STA.0.41.21 - INSTALLED 8' j TEE. 10 LF.OF 6 D.I. PIPE. --
> I
1
Z D VALVE VJ HRUST BLOCK AND FIRE HYDRANT W/AUX. -
/ 1`1 AND VALVE BOX 1 VALVE ASSEMBLY -•l (W/MEGALUG M.J. ESTINT) v
9
a AS-BUILT DRAWING2V 30 '-2 28 � W
MAY 2002
-- 4960 - 4960
WATER#ATER MAIN LINE CANDM LA WATER MAIN LINE
BEEN ORE COUR7
PROPOSED FINISH GRADE
4960 4960 EXISTING GROUND P OFILE
PROPOSED WISHED GRAD
EXISTING ROUND PROF
4950 GI OUND WATER _ 4950
WATER PAIN -CANDLE LANE GROUND WATER 6.5•NM.
3/4'WATER SERVICE STATIONING SURFACE 5/22 2000 0.8•/M�II�. RFACE 5/22 2 COYER( )
COVER\,,••) - _ 99
LOT No. STATION LENGTH
_ WA ER MAIN -GREENYORE COURT
31 0+74.0 25.0' LT _ _ _ _
30 1+08.7 47.0' RT - - 9- 3/!' WATER SERVICE STATIONING
49SO 4950 LOT No. STATION LENGTH
32 1+54.2 25.0' LT 13 I+52.3 J4.0' LT
29 2r25.0 47.0' RT MINIMUM .3 L.F. 6'CLASS S1 D,I,PIPE MINIMUM
33 2+39.2 25.0' LT SEPARATION SEPARATION58 L.F.8' S 51 D.I.PRE I I 1+5l.0 31.0, RT
12 1+55.5 J1.0' LT
28 3+21.5 a7.0' RT 1.S' 1.5'
34 3+26.7 25.0 LT
It
p p io Y O
4940 p 4940
@'
_ II
4940 - ,�^ N,ii ry osp 4940 $ -- -
G� + c a>> IT
4930 --- 4930
0+00 1+00 2+00 3+00 4+00
0+00 1+00 2+00
AS-BUILT DRAWING
MAY 2002
Iy�� �y(]
9�'ll,�ll, DESIGN BY: DATE: DRAM BY: DATE ���4 UAJISQDO UJ �vLJDD V�<:J�OO 11\J
^� .9 DAJ & RHC 04/02/2001 DAJ & AOR 10/18/2001 _DRAWING SCALES: �����
Rocky Mountain Engineers, P.L.L.C. KSi REV SONS DATE CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50'
' RAY H. ENTER % AS-BUILT DWG 05/20/2002 CONTOUR INTERVAL: V !>8
Civil Engineering & Land Surveying5653 ES £3 G7La4QG3 G�]]La�GJ o C�L^�Gr]DdL dG^QG7C La[;1D �G3L C aGA]OG3C C�OMG34
9 9 PROFILE MEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 = = ZA ■y��
DRAWING FILENAME: /WM1-Water-AS-BLT.d VERTICAL: 1" 5,wg 09/06/2002
Illii`AND
9- z
ri
/ w �N
Removed existing grovel
cul-de-soc outside limits of new
construction,
/ T I \\ 1 trwlNse Ml \ I interslectian ffic�e calm
East
I
ryF�M I Fieldview P-ircle Ions, z
I NE �` " SO ay f♦rlMr \ II I Installed traffic calm at trail
0 East Fieldview)Circle I- sheet SY2 of 5. crossing, see South Graf
7 ' - plo S. T III I I Street Pedestrian Crossing, v 1
�- - a/� - Sheet STS of 5.
--� I I N -
\ pGf 1- ` I I Insto ed tra fic colm
i CGn of in ersecti n. See 7-
CM
- -- �� `� post Street Circle - --_--
`` Dlonslaheel T2 of 5. -_--_- F
r \'� N I \ _ - --------- -----------
He"ereNptteN Fell-OM OW6 etld Writer
See East Itieldvie Circle plans, Sheet ST2 l
L of 5 s •. I'I
Installed City of Bozetpan _ 006
A 1 Existing hole /B standard curb and gutte
V M r
\ 4955,77 Finish Ri Elev
4954.36 Exfat. Ri mt Elay..
M r q - I -Sto. 10+81: Removed 40 LF- existing 24'CMP.
W iIn;lolled traffic calm Removed m hole cons arid add 16 in.
---_ Matched existing curb �r at intersection. See barrel secti Replaced�rle section
at Station-0+03.81' Installed traffic calm East Fieldview Circle and adjusted rim to finish rode. j-
0 0l N
` �-- intersection.,See East Dloric, sneer 572 of 5. � -
Fieldview Clrclo Ions, ,, �4'1 Existing Manhole /10
t D �/ I 4962.13 Finish Rim Elev.
Y u sheet ST2 of S: _-� ` - n I 4961.49 Exist. Rim Elev._ _ I stal ed traffic calm at
v
¢ •> " elm'
a
• Installed daffic c
Removed manhole cone and odd 1 ft.
J "jam + - _ dal mleroectkM. barrel section. Replaced cone section
and adjusted rim to finish grade.
+
Insld�ed City of Bozemm 4959.12_ Inish Rim Elev.
_ Stan Ord curb and gutter. 4958.79 ist. Rim Elev. T
MRemoved mVyJn de cone anal odd 1 R CD I I 0 25 50 100
f lc calm 1 "' bond 9ectiOn. Replaced cone seat( Note trensltlon to rolbver curb
Oat trail crossing, see � O} and adNat.1d ri to finish grade. end gutter Jill r
r ; I Matched existing North Graf Street _ Installed traffic v I SCALE: 1"= 50'
rb at Staff- Pedestrian Cr ssin I,
-0+03.50 4 9• calm at
Sheet sT5 of�i. interaeccian.1;1. --- - - ` � - --_- l I I ' AS-BUILT DRAWING
CID I AUGUST UGUST 2002
CO
n 1 Ic.lalted traffic col at r} -- \ _
ir V \ CMc NOT Paint curb yellow at all traffic calms
tarseetion.
and curb bulbs See detail of North Graf
roll-ova
~ Note transition to eNrb and Sutler \ \ r - ✓� --- - II I I Street Pedestrian Crossing, Sheet ST5 of 5.
rl► � � I
^1 E sl HIGH P01NT ELE = 4963.10
VT Graf treat Fiel vlew HI H PPOINT%STA = 11+01.72
p v z CI cie
z+ W
W • m East Curb
4960 _ --""- _ -
� 4960
'R•W East W OR
PVI STA = 10+09.38
+ IClrcvlew + Top back f curb PVI ELE = 4962.46 0 as
N
D. = -0.557 1 a l:
0.5099 179.542 n om w+
1 71% x o a ---
-
- --- n - Existing gr nd surface ~ e PVI STA= 6+03.41 + e ro + >m WW
tag -_-- - + w a+PVI�ELE,V = 4956.97 m z to
r PVI S A = 1+63.3 iri + Approxlm to ground tr ter +. D:�3 •' m+ u m PVI STA ' VC 140
4950 ••PVI E V = 1934.7 QO surlOce M 22, 2 0 K le 18.365 i m 10 000' VC
STA: 0+00 V: 4952.63 If A. _ -0.763 > n"' c PVI ELEV = 4983.20 4950
al K = 130.784 as o u
n a m A.D. _ -1.636
100. ' VC o m K = 0.567
1 ' VC d u
_ 6
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 9+00 10+00 11+00
o e 1 IGH POINT S = 11+07.01
n Graf treat Fie dcl:w 1 -
z
West Curb
4960
n W W n Top bae of curb -1.6 - 4960
Wet N - -- PVI S A 10+16.4
+ r FIeldNew rd + _ -� PVI E V = 4962.4
STA: 0+00 LEV: 4932.63 - Circlo N A. _ -0.335 g �+
K
O.S - -- ---- = 180.207 ft
+_ to
T1O
-Ilk
.••
" mPVI A = 6+t5.9Existing p and surface +1.3 PVI E EV = 495" m W
a a z
-_� - ----- + PVI TA = 1+63. n i _ 0.869 ✓ .. i v u t�iWc�i 150. VC I
4950 _ PVI LEV = 4954. 4 W A r imato roun water Li K = 115.011 i > W> lu m Zi
v p A.). itA = 1
-0.748 u, su a e - ay _ W 1 .000' VCPVI
= 133.697 0° PVI EL = 4963.20 4950 AS-BUILT DRAWING
1 0.000'VC a � m A.D. -1.648 AUGUST 2002
to K 30.542
00.000, VIC O1
u �
a
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+D0 7+00 8+00 9+00 10+00 11+00
1j1jln DESIGN BY: DATE I DRAWN BY: DATE:
/� "'^ 9 REVISIONS
DA 0§/24/2001 CHECKED A DA 09/24/2001 DRAWING SCALES l�W.•�I �F�t•�1� n ry'y7 (fin(fin �/7 (� �y'7 n(U�/�(� [�
Rocky Mountain Engineers, P.L.L.c. =T� NT�v t�i, PLAN VIEW: HORIZONTAL 1" _ 50 Ga]C�GG�DD OO UJ VVL�DD Ol/D@0@O W � F�)MZJUN LJ rt��7pl��
RAY5653C ES�R d AS-BUILT DWG 08/02/2002 CONTOUR INTERVAL: 1'
Civil Engineering 8L Land Surveying %^ PROFILE VIEW: HORIZONTAL: 1" = 50' uflultnL NJ IJ LuNUL5L5 J LAAJLrLLU3 vV L5LAA1L5LL�NJ �aU ��� O�
1700 West Koch Street, Suite 7, BOZemcin, Montana 59715 (406)-586-4859 R =l DRAWING FILENAME: /WM1-Streets-AS-BLT.dwg 09/06/2002 VERTICAL: 1" - 5'
liiiuAND
x`_a Z-
1
I 1 15, i
� 19
-____
NIGH P01 ELEV s 4954.23 100. 0' VC I _ _ __ _____
LOW PONT ELEV: 4050.88 7.72 I I� i !�� ---____�-__.,___49---; -�HIGH POINT STA = 0+17.87 n pVl STA = 1450 ;n y�r LOW PO NT STA = 5147.72 I \ � \ \ - -, ,/1 ------ -- ---49- �\
28. 20' VC g ✓�PVI ELEV 4952.81 g n E8S Fiel v7eW ircle { \ " 1 j I 1 I8760 gu°'rt.nMaw /j
+ 0.399 + a 00.000' VC
4960 a "� n ♦ K : 0.519 LeftCurb
im 4960+ 7 . 3 °9 PVISTA = 5+ \ CASTN L
o ♦ a PVI ELEV = 4950.70
rri Gi U W STA: 0 44.69 ELEV: 954.09 n ♦ ��i v��� r �2
+ + .D. = 1.932 u .2 END` i N
Y > ti ►M�1 AIIIo� K 51.782 yl ,:i �.�;�` --i
n --- Top back o I curb 14
♦ ___ _ _ _
0 o PVI STA +15.88 _ X 1,432X I I \ / 19
4950 PVI ELEV : 0 -4950
�...' \
♦ A.D. s - . 77 �_ _ --_ - 4950 I I i� � ��
in K 12. 80 -__ 37 �/
W I I 1 Installed 6 ft. wide
Approxlmot ground wat - 1 / cross pan and aprons emX-. '(
surface - ay 22, 2000 i I I� per City of Bozeman _ 8V1 + V Ot�R /
standard drawing E
- sta. 6+6fi. � R
02529 1.
- 0 r
Constructed City of Bozemo8�-~
0+00 I+00 2+00 3+00 4+00 S+OD tY
6+0o E
E
atondgrd Allay Approach per /
alandard drawing 02529-7. I 11
FA�.D�.
0 Installed 6 /t. wI cross
HIGH INT ELEV s 960.79STA: 17 01.99 ELEV: 960.53 pon and aprons p r Clty
a ast "eldvi R' Cir le HIGH P INT STA = 1 +83.84 w.t. er.r -____---- \ drawing 025291.
08l.89 + Left C b -S 1.99_ELEV: 960.20 1353% � 9960S3.7S -0.715 \ 10
48 u -- 496091 W +io t
o a y� I STA = 13+S u n ♦ > 33 4
1.432% ^ ^ ♦ i i PVI ELEV s 496 .
_ PV STA = 11+ .23- FF
1.152% - o YMI ELEV = 4951.50 D.
/STA: 7 34.89=0+00 PC I:i A.D. _ -0.3 K = S7.683
ELEV: 953.03 u 100.000' VC PVI STA = 15+75.82 u 5.14' VC Installed 6 it. wide c as
K = 269.99 1 59.57 60.000' VC 15.14' VC an and aprons per Ih \ ^ -
4950 IOg,Opg y A.D. = 1.215 PVI TA = 17+09 58 PVI ST = 17+24.7049� of Bozl- standard _ VY
� K = ./01
LOW INT ELEV = 959.65 PVI ELEV = 4960 57 PVI E 4961.38 drawing 02529-1. ` \\ -
A LOW FIT STA = 1 +81.12CO. = 4.891 A.D. _ -4.038 - \
STA: 6 75.53=0+00 C K = 3.095 K 3.719
ELEV: 4952.
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LANE -
-
100.000, VC
STA: 16+08.99 E V: 4960.63
r N V�mlllsn to ver euA
East field 'ew C cle STA: 14+12.89 ELEV: 939.87 I \ \
__COTTIF-
_STA: boo,99 E 4960.30
a'$ PVI STA = +39.86 + 'nRight urb ,- ---- u -__ __ 9 o \
4%0 °' PVI ELEV = 953JS ♦ - - .81/ � -1.353 v -
e ♦ A D. = -C. 94 CANDLE -- a X
K = 514 765 u LANE 4960
_ Sta.:10+43.40
_ h ^ N a Constructed City'of /
1.411% N n o
_ +q e: +� 1 \ Bozeman slar�dard Alley
• \ Approach per slondard g
N r n '♦
__ 4 � .•.. �,;i _ \ `\ drawing 0231 -7. \. o
PVI ELEV = 4961 00 Li ♦ mm o
STA: 9+ 16=3+67.44 PT ui - u
ELEV: 49 6.01 ^PV STA = 10+1 .40+ ai u .D. s -2.07 �^ .. 40.700' VC
r t:PYI ELEV = 49541.50 v m K = 48.136 Tu va u ALLEY
A: 8+3 .16 = 3+75. 9 PT c •D. = -0.1 W 100.000' VC PVI STA s 14+7l.53m W P STA = 16+ 9.31 r \
4950 ., K = 676.41 �i u
PVI ELEV 4+74. 60.000' VC p I ELEV = 49 OJB 1
'^ u HIGH P INT ELEV = 960.75 A.D. = 1.506 A.D. _ -2.0 5 4950
>m HIGH P INT STA = 1 +85.07 K = .837 LOW NT ELEV = 959.48 K = 19.gg \ \ 1 rc io. rc
100.000'VC LOW INT STA = 1 +76.95 HIGH POINT ELEV = 4960.68 �
HIGH POINT STA = 6+22.76 27 ( I -
-- _ 0 25 50 100 \� �.
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+D0 15+DO 16+00 17+00
= \
I S.170' VC 100.0 SCALE: 1" 50'
VC p c
a ma n PVI STA 1+49.50 x N st Fi ldvie Cir le OW POINT ELEV = 4250.9CP .r-ta+ass. \ / 6 \.
n PVI ELEV 4952.81 a of LOW POINT S A = 5+24.62 \ Imc-ta+si w I \ \
o n o A.D. = 0.378 gb It Cu b 100.0 ' VC ess n \ \ \a K = 2 54.357
4960 r�tp+pem ytp \-
TT sc o o m u u 0 PVI STA 5+49.91 4060 \� a.u.n.zo •,>< \ `\\ 11
PVI ELEV 1950.70 to 1 m u H S7A: 0 44.69 ELEV: 1954.09 + A.O. = 2.133 �+ + -
a S IIe1e tr n.111"to ever curb Exlatl g ground su ace ♦ ♦ --
o. STA: +78.88 ELEV 4952.66 K = 8.890 i i Li
u u E i - - �E
-o.so7 -A EAST 6 F/ELOV/EW 1s+oo CO \
__ 4 _5
-0.905% �- - --_- -• -
N ---.\ �ro-te.az m
+r + +_-- C 7TACE -0. 27X \ - -._ -� ,, sf IMC-n.4zro -
O
I ♦ __ Installed�5 H. wide II
4950 •,,, VI A + N - 4950 \ vcc.o+east cross Pqn per City of
STA: 24 1.03 ELEV: ! 52.33 Boamad standard
H t PVI ELEV 1954.18 A ro mote r 1 drawing 02529-1. 5
A.D. 3.899 PP q ound water 2 3 I \
K = .101 surlac - May 22, o00 _ 4
0+00 1+00 2+00 3+00 4+00 $+00 6+00 � � � ( 0\
f AS-SULT DRAWWGI�_
AUGUST 2002 i
AS-BUILT DRAWING
AUGUST 2002 - -
hljht DESIGN BY: DATE: DRAWN BY: DATE:
9h 09/24/2001 �DRAWING SCALES
Mountain 1_A_l�U� ��QDOIJL/ V�QDOI/ObC..I�OLf�J L�Ll1JLr.lU� U
Rocky Engineers, P.L.L.C. DAJ 09/24/2001 DAJ
'S REVISIONS DATE: CHECKED BY: DATE PLAN VIEW: HORIZONTAL: - 50'
RAY56CENfER AS-BUILT DWG 08/02/2002 CONTOUR INTERVAL: 1' �/,�� I��I dfl DM�I�1l(y7 �OW�L5L5 �LAA1Lr ln.]O�/ISUAILSW��J C�`JLf1.J
Civil Engineering & Land Surveying + PROFILE VIEW: HORIZONTAL: 1" = 50' ISLL 11 Lr L5L lJ L5 VL! ll ��� O�
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 RAND`ReO_` DRAWING FILENAME: /WM1-Streets-AS-BLT.dwg 09/06/2002 VERTICAL: = 5' IYLS' At �mQ
9
Al
``J9 M \ I m �
M I Installed 6 ft.nwida•fcroe, St 5 37.26 N
v/ /49 I J M pan and apro a pe CllyC air led CI of Bozeman -1
`'J of Bozeman atonda b .,
/ l \ I drawing 02529-1. sf ndaro Alley Approach ps'
of ndorlr drawing 02529-7j
ce) IN
W I
M9 � fa. 1+78. 4 � \All O0i
/ Can.
City of Bouma \ T \\ - V
/ y Man rd ey Approach pe I Z
sfond rd drawing 02529-7. I i
Installed 6 ft. wide cro i
pan per Cify of Bozema I ILIA
0 \ alandord drawing 02529 1.
+ 91
- - ,��
r I I 1
oo N
ATTACIE Z+
I 1 ...
! Installed 6 ft. wide once \ N I 6
nand oprons per City i1 1 /. g NI - - - - - - - - {
_ f Bozeman standard V �.� I l
rowing 0230
29-I.
Tses
AS-BUILT DRAWING
AUGUST 2002
0) D 25 50 100
`.J '^I SCALE: 1"= 50'
I 100.000• VC
Cottage
Lane
Existing grow d surface
H East Curb STA: 3+93. ELEV: 4956 DO
Ki
N _
4960 N PVI STA = 0+73 83 4 CANDLE __ - 1. 14 4960
PVI ELEV = 4952 93 di Li -
c M .D. - 0.052 v 5T 3+29.20 E V: 1955.29 -
- 1.233%
>u v = 1908.224 n eoi o
.H66% n + ui 4iln
Top backroll-over curb N 'n PVPylI STA = +ELE58.4 � m 19 90' C
gutter ----------
4950 _
M m n - V - 4950
H M H ri ui PVI STA 3+53.16 + w
A.D. _ - .OBB
p a + m ++ a PVI ELEV = 4955.50+ + K = 113 .030 PVI STA = 7+09.72
+ o + + A.D. 0.313 PVI ELEV = 4959.79
u I:i K = 19.481 u APPro imate grown water A.D. _ -0.331
surla - May 22, 2000 100.000 VC I K 57.707
1970 Cot
100.0 VC 4970
LOW POINT ELEV 4952.62 Li 0 L age an e I 1 .000' VC I
LOW POINT STA = 0,111 92 n rn
PVI ST = 0+10.89 est Curb o PVI STA - 6+00 n
PVI V = 4952.59 '� n PVI ELEV 4958.44 ++ a
'V n m A.D. _ -0.249 ,n
4.0 = 1.105 PVI ST = 3+61.58 '^ + u
K 19.701 pVl E V = 4955.50- v+ K = 1.657
I 21.770' VC Existing round surfo ' ELIA. = 0495 v + i
m n n w+j K 305.412 m - -
8 un u i
4960 64% 4080
1.253% p
f ,
---- --- - - -_ - + n +
-0,6 % GI Gi
U
n m n n Top back roll-over urb k W W
e 1p n gutter 2 .470' VC
4950 . P I STA = 0+7 .53 +
o Y PV ELEV = 4951,93 ..
•; A.D. = 0.40 u W PVI ST = 7+05.68
j K = 246 491 Approxin ote ground ter PVI ELE = 4959.48
m surface May 22. z AS-BUILT DRAWING
100.000' VC HIGH INT ELEV = 959.48 A.D. -0.981 AUGUST 2002
HIGH INT STA +18.91 K 26.596
0+00 1+00 2+DO 3+DO 4+00 5+00 6+00 7+00
DESIGN BY: DATE. DRAWN BY: DATE:
Rocky Mountain Engineers, P.L.L.C. ��NT � RENSIONDAJ SS; DATES/z4/2001 CHECKED BY DATE:/24/2001 PLAN
NAG AEAW. HORIZONTAL: 1" = 50'
RA Y CEO R I AS-BUILT DWG 08/02/2002 CONTOUR INTERVAL: 1' @@CTVL2@I� fl (1MI� afYll-II�@W[7 fVlI�MV� b��tJL5L5 LJ
Civil Engineering & Land Surveying + PROFILE VIEW: HORIZONTAL: 1" = 50' V J IJ LL:1»1L5 LSL 1WL5 LAAJL�Ln] lJ LSU ULSL�J U U
1700 West Koch Street, Suite 7, Bozemon, Montano 59715 (406)-586-4859 Pq AND`pep:-- DRAWING FILENAME: /WM1-Streets-AS-BLT.dwg 09/06/2002 VERTICAL: 1" = 5'
" 'AM
,9 -o Z
12
_ - 14
o DD 1+00 ALLEY
l'I r9 1 Q.
32 33 34
y
9 -' Y
- LL+ v
Lij
1 CANDLE i t LAN£
} 00
- _ 30 29 28 8 �� ���
0 25 50 100
SCALE: I"= 50'
1+00 At Y 2+ 2+111 11 7 callAS-BUILT DRAVMQ
24 ; Q W AUGUST 2002
4960 � V 4960
Candle an a Existing gro nd surface _ m w PVI STA = 0+10. ! Gree m or Co u t N th er Alle
H ry PVI LEv = l952 S
orth Curb +w D. = 4.149
4960 PVI ST = 0+09.54 PVI S A = 3+64.19 o♦ K = 4.987 North Curb :40' A0 r Cents ine
PVI EL = 4955.39 = 4960 •• 1ii Gi A°� STA: 0+00 ELEV: 954.07
A.D. _ -0.292 A.D = -0.587 t3 Exlaf{n 4960
W grown 4960
K 65.444 ______ _ _- K = 39.170 65 surface TA: +44. 7 ELEV: 4952.98
• HIGH POINT ELEV = 4955.00 Back of Sid• olk
.71 % -0. 4 1.4 _ _ HIGH PO4T STA= 1} 7.69
XL
19 D80' VC PVI STA = 1+94.55 ^ s ewi + 1950 - a n __ _ 4950 -
�g n PVI ELEV = 1956.70 n H - i 0
i� A.D. = 1.515 = u+ a u iri W STA: I+ 9.66 ELEV: 1 51,7
g ,dw ai + K = 6 .167 n r> ♦ V End Norf u GnNrllm
i0- h m W W Tt .i
TA = 1+17.6 ^ 1` Conform Ib
49`•� 4950 28.120' VC ELEV = 4955. u „ y
Z 4950
c 1950
100.00 ' VC �" m m W PVI STA = 0 34.75 0 ♦ _ - v
W 2 .990' VC = 50.000
PVI ELEV = 953.69 �n - _
Approximate ground water H H POINT ELEV _ 4956.51 A.D. _ -7 887 m W u
surface - May 2, 2000 H GH POINT STA = 1+90.85 K = 3.S 6 1 0.000' VC Approximate roundwato,
NIGH POINT ELEV = 4953 46 Approximate ground water surface - M y 22 2000
0+00 1+00 2+00 3+00 4+00 4940 NICH POINT STA = 0+40 9 surface - 4y 22. 2000 4940
0+00 1+00 2+00 0+00 1+00 2+DO 3+00
HIGH POINT ELEV = 4953.49
4960 HIGH POINT STA = 0+36.74 - 4960
Cand a Lan Existing ground surface c n o V: 4958.45
M PVI STA 0+34.56 Teen oreCo rt Baek of°sidewalk
0 ELEV: 8.2! STA: 2+87.481 Back ofsldew k
ry "i PVI ELEV
4953.87
PVI S A = 0+13.23 SouthCurb PVI STA = 3+56.16 0 + 0 + A,D. _ -5.792 Outh Curb HIGH POINT ILEV = 4959. 3
4960 PVI EL EN 4955.85 iri Li K = 631723
A = 1.717 4960' A.D. = 1.911 ci u u Ex sting ground surface 4960 _ __ _ HIGH POINT TA = 1+54.
_ 4960
_ K 15 K = .416 = 11.805 0 STA: 2+63.70 ELE 4951.10
_
-1.21)X _ ---- --__ ` X '2.3gX Low - nacre cupper
0.500% -0.30 1.411 \ -0.496% Cents ne. \
A roxlmf round - w
south e alley iv \ N
g n $ of o u� wo er surfa• - - + _ -+ -_... �� d p Ex1atl ground
/950
g + w + I STAIt 85.60 „ May 22, 20 0 0 4850 w PVI STA = 1+54.20 w
•1 N N Y) V b f
+ r n m n '9i STA: I+ 8.10 ELEV: 51,73 PVI ELEV 4959.78
o w } w } w VI ELEV !56.70 + w +A.D. 1. `� "> "' v > > End Sou} Curb A.D. -2.000
m ,n U a .U > >.. ce K 50.000 W
4950 4950 22 060' VC 13.720' VC
26. 70' VC 100.000' C 22. B' VC - 495O 4950
rf I A = 11. PVI STA = • 94.35 surface, May 22, 2000 100. 00 VC
AS-BUILT DRAWING PVI ELEV = 952.87 PVI ELEV = 952.24
LOW POIN ELEV = 493 .89 NIG POINT ELEV 4956.56 AUGUST 2002 A.D. = 4.132 A.D. = 1 96
LOW POIN STA = 0+1 .76 HIG POINT S7A 1+85.80 LOW POINT LEV = 4955. 9 K = 4.E5155 K = 7. 7 S u th a All - n terli
LOW POINT TA = 3+50. 8 LOW POINT EV = 4952.9 Approxl ground w r
LOW POINT S A = 0+06.5 surface May 22, 2
0+00 1+00 2+00 3+00 4+00 4940 4910 0+00 1+00 2+00 0+00 1+00 2+00 3+00
=��'('- 1� DESIGN BY: DATE: DRAWN D ATE:
94 DAJ 09/24/2001 DAJ 09/24/2001 DRAWING SCALES: �����
Rocky Mountain Engineers, P.L.L.C. �� {i���i� RENSONS DALE: CHECKED By DATE: PLAN VIEW: HORIZONTAL: 1" = 50'
RAY5653C ES ER AS-BUILT DWG 08/02/2002 CONTOUR INTERVAL: 1' l�C:,1MDfI f� fl l.1 fY1f� f� �I�(�(�(VyY�(11�f�7 �OVW� �UA1Lr'QO V LSUAII�n Ll
Civil Engineering & Land Surveying PROFILE VIEW: HORIZONTAL: 1" = 50' l7 W LSLS �L UJLS C3 Lrt1L55u�uv�WLS ��� O�
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 + ` - VERTICAL: 1" = 5'
y fq AND, DRAWING V- DRAWING FILENAME: /WM1-Streets-AS-BLT.dwg 09/06/2002
�_ _oZ
i
F T
Removed 46 IIn.���ttt. existing w'o —Matched existing
o sidewalk and replace with - sidewalk -
cnew as shown. I A W r
Existing
sidewalk
2 In'failedOnal -
o99walk
�. L- --- _ New Sidew Ik A �wof 2)spn 1m
—.__ � s .IfbxBle 1 I+
r'� IbndiaaptT" Iddi,wtw / I�
h0 ompaap ---- — I ramp j I(qp. /2) I I3
Flexible o I a IN. I
-----_ '�' 0+00 delinealor o I I I VVV e3.07
� �I
(t)p of 2
e 1 End curb k tier
ti 0+25 ) s Sta. 11+25.03
"� -------�--- Edge existing asphalt
Removed 40 L.F.
existing 24"CMP s
�I
10' Croa9walk markings ahan De 8 inches wide '°, Saw-cut existing asphalt 5
T tondord write inlaid thermoplastic or f ft. south of end of new
Trip.
Premark ante pith City
f Bozeman
n Stilled I �, _.
curb. Removed approx. 89
' ordan<e with City o/Bozeman Std. sq.yds. o/existing asphalt
Drawing No.02581-1. _-I I _ 3- pavement. Flared new
24• pavement to match end of
£ new curb.
4 I I --
M,n --Ede existing asphalt --
.. End curb k gutter
63.07 Sta. 11+29.92
nII aO
—�--- I Na O'r00
I� 11+C0 0 IIl I Hrond'cap
p
a" 0+125 m
III!oN
- Existing
0+150 1 fire hydr
ant
0+75
Installed c rosawalk sign, r� � --- - - - --
- N E
New Sidewalk id ling
xi k
s
N
Pointed curb tallow at au - - - ---- Removed 43.8 lin ft. existing lY
Da1Da and pedestrian c carb �° sidewalk and repl ced with Motche l existing
In9talled sexible delineolwiagl new as shown. -- 9
widest DuID and no roweaf a y street sidewalk
W y
o
O
(L I
NORTH GRAF STREET PEDESTRIAN CROSSING SOUTH GRAF STREET PEDESTRIAN CROSSING
Plan view AS-BUILT DRAWING Pe r view
Scale = 10
Scale: r- ID' AUGUST 2002 Construction, Pavement Markings, and Signoge
similar to North Pedestrian Crossing
AS-BUILT DRAWING
AUGUST 2002
n
DESIGN Br: DATE: DRAVM Br: DnTE: DRAWING SCALES: ryy7 (� ry� /� ryy)
I 1 /� �9rlT•`rv9.1 DAJ 09/24/2001 DAJ 09/24/2001 W R ff UA1�L.:,.1D@ W
Rocky Mountain Engineers, P.L.L.V. =b R REVISIONS DATE: CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50' r (� �MRRV
!32 RAY H.CENTER x AS-BUILT DWG 08/02/2002 CONTOUR INTERVAL: 1'
3 ES
Civil Engineering & Land Surveying 565 PROFILE VIEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 —586-4859 - VERTICAL: 1" = 5'
RAND`y,``a DRAWING FILENAME: /WM1-Streets-AS-BLT.dwg 09/06/2002
yea....
-Oi
Exitting \ ! r
Tr i I q
\ s
11
78 I n /
/ 18 7 I ] Dalen /pond 1 �1 1
1/ ` 1 ,� �� \ \ R outletl lructure. Ij j
OUTLET DETAL FOR DETENTION BABN8 _ - / I \_ \ 8` t ��----_-_-_--_-_- --
See taN,this page. 1�----
Slanaard Drawing No.02]21 - Detention Basin ' \ \ / \ \ \ `�-__--_—_�---------- --------�— —�— _
NOT TO SCALE \\\` \ r z\ \ , \ I II _a�__�___y___�\\ �— naa scupper ne oPr and
► 'ps II jl ri 1�R70 soft. — —�31\I I S in
chod per City of Bo.Man
11,760 tuft NYIYIIe9 i /I -drawings
. See 12,14C.03. et ndord
// drowinga 012529-12,14. In et chase
VERTICAL SLOT INLET — �� j i / t width 15".height 6•at c opening.
TO OUTLET STRUCTURE �' ?�� ll l` detention / 1 --- Curti shall Rronal<ian from roll—over
12'ADS PIPE OUTLET
�� - - - ,I - - - -- - --- EAST '� : d \ Pond ; \ � / g9e of in Clnet aprd.
on ctl o each
/ /
DETENTION BASIN ',R BERM y
\ / /
—_ / / I
v - _ --- 14
44 19 \ \ RCP dralnag.
Ol1TLEi STRUCTURE: I /' I i. pipe under East
36'I.D.RCP SET A MINIMUM OF 12'BELOW GRADE — F1MOMer CkNe/ /
(WASHED AGGREGATE SURFACE) \ I I� / I J 3• b _ \• ' �� \ \ \ \ / /
FILL NTH CONCRETE TO ELEVATION OF BOTTOM * \
OF DETENTION BASIN 11r�1 /
3%-WIDE VERTICAL SLOT(FULL HT.) 3 0
FOR INLET TO STRUCTUREEE��IORE O , • ••� ) /
12'ADS PIPE OUTLET ,� City standard Mop
inlet,bath sits of
14 3 � 2 0 � East FINdvNw Circle
I / / y
I I \
Is. 14,
-
421 I; y� , , - 1 32 33 34
I \ ` CAN&C — PLANE U 4'
j / � • I to 1 S \ � �,� � / W
I
40 1 \29 2 ./�1 / \ j n W41 W
AV
39 24 --
( J \
495
1
26\ / W
\ 27-
I 3$ 25 _ �I4, W W
AS-BUILT DRAWING
AUGUST 2002
- -5 J I \ y
62 ,'61 3 / 4
�+ Surface drainage direction
0 25 SO 100
SCALE: 1"- 50'
BY.
/�
DESIGN
& RHC DATE. DRAWN
DRAWN DAJ DATED/26/2001 DRAWING SCALES: �/ICeJ� LAAJ��e DoIIAJ c�JVLJDaVaDU�oa �LRJL:�U� U
Rocky Mountain Engineers, P.L.L.C. {T'i REVISIONS DATE: CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" — 50'
RAY H, CENTER AS—BUILT DWG 08/02/2002 CONTOUR INTERVAL: 1' DD LN Q O�'Q�L Lt✓LSLr,Ql1\J
5853 ES
Civil Engineering & Land Surveying % f PROFILE VIEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 RAW V��'`y DRAWING FILENAME: /WM1—Drain—AS—BLT,dwg 08/06/2002 VERTICAL 1" = 5'