HomeMy WebLinkAboutWest Meadows Subdivision Phase 3 WEST MEADOW SUBDIVISION
PHASE 3
WATER, SEWER & STREET IMPROVEMENTS
BOZEMAN, MONTANA SHEET INDEX
GENERAL NOTES
I. 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 CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING Sheets SS1 — SS2, Sanitary Sewer Lines
CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SS1: Lines A, & B, Sta. 0+00 — 7+00
z THE MONTANA CONSTRUCTION
PUBLIC WORKS SHALL NSTA DARD SPEGFlCAATIONS, FOURTH EDITION,
PLANS AND SS2; Lines C, D, & 3, Sta. 7+00 — 2+0
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 — W3, Water Lines
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS LI°"I°"° Li W1: Mathew Bird Circle, Sta. 0+00 — 19+50
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER Fl
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. ""`"" R° sT°tA L W2: Mathew Bird Circle, Sta. 19+50 — 27+10
4. APRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT a U"h i �- W3: Nostalgia Lane & Nash Creek Lane
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND u Kovr Blw. N
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO L__ / Sheets ST1 — ST4, Street Improvements
THE PRE-CONSTRUCTION MEETING. INSTALLATION SHALL NOT BE / STI: Mathew Bird Circle, Sta. 0+00 — 15-I-50
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND s1.A R L K°91 Iw
MATERIALS BY THE ENGINEER. I
27� 87
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL Y ST2: Mathew Bird Circle, StQ 15+50 —
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. r-- 1 • ST3: Nostalgia Lane & Nash Creek Lane
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION I 0 • 5 ST4: North, Central, & South Alleys
OF THE CONTRACTOR.
7. PROJECT BENCHMARK: NORTHEAST BONNET BOLT, MARKED WITH 'X', FIRE HYDRANT #770, L --- SITE — 1
WEST OF GRAF STREET AT THE NORTH EDGE OF WEST MEADOW SUBDIVISION - PHASE 3. I j Sheet SD1 — SD2, Storm Drainage Plans
ELEVATION - 4934.42 (CITY OF BOZEMAN DATUM) Iz SD1: Drainage Plan, Phase 3
8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. g
9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED ,___ SD2: Storm Drainage Details
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. '� • 1
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN I
FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. I �t
I
12. DUE TO THE SOILS AND HIGH GROUND WATER THE 11111'BENDS SHALL BE RESTRAINED,
THRUST BLOCKS AS SHOWN OR MEGALUG FOLLOWER GLANDS SHALL BE INSTALLED —�T
ON THESE BENDS. AS-BUII.T DRAWING
13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND CITY OF BOZEMAN MODIFICATIONS
STANDARD DRAWING No. 2529-8.
14. WHERE THRUST RESTRAINT IS PROVIDED BY MEGALUG SERIES 1100, MECHANICAL JOINT
RESTRAINT, AND MEGALUG SERIES 1700, RESTRAINT HARNESS FOR DUCTILE IRON BELLS, VICINITY M A P
OR APPROVED EQUALS, THE FITTINGS SHALL HAVE THE MINIMUM RESTRAINED LENGTHS
OF PIPE. NOT TO SCALE
FITTING RESTRAINED LENGTH OF PIPE
90' BEND 18'
45' BEND e'
22-1/2' BEND 4'
11-1/4' BEND 2'
11-1/4' VERTICAL UPPER 7', LOWER 2'
TEE 10' EACH DIRECTION ALONG
THE RUN OF THE TEE
B'X6" REDUCER 31' ON LARGE SIDE
FIRE HYDRANT LEADS ALL JOINTS
DEAD ENDS 75'
TYPICAL CROSS—SECTION TYPICAL CROSS—SECTION
ALLEYS MATHEW BIRD CIRCLE, NOSTALGIA LANE, AND NASH CREEK LANE
611' I 9,D 4-9A' 6.0,
1 1• 5' 7.5' 16.5'
3%�2y 22 2% 5 1 T I� -IIIF�
T I % 3"ASF71AL1 PAVEMENT `%� 5.\'
3'ASPHALT PAVEMENT
6",1'-MINUS CRUSHED GRAVEL
5'WIDE SIDEWALK 6".1"-MINUS CRUSHED GRAVEL
IB",6"-MMUS SELECT SUB-BASE GRAVEL -1-INN fff ROLL-OVER CURB k GUTTER
19'.6-MINUS SELECT SUB-BASE7.AVEL-�-"MMMEI 170N/15/3MM7M00,NDN-WOVEN GEOTEXTILE FABRIC, MIRAFI 170N/15/300,NON-WOVEN GEOTEIRILE FABRIC,35' TEHSAR BK-1300 GEOGRTD WAS PLACED ABOVE
FROM BACK OF CURB TO BACK OF CURB.MEETING MOT 1995
SPECIFICATIONS
WIDE.ONSFO MDT 1995 EDITION,STANDARD ON STREET
FABRIC AT STREET LOCATIONS NOTED
SPDCION 71.1 FOR ROAD AND BRIDGE CONSTRUCTION, CONSTRUCTION,
STANDARD SECTSPEION
71313N'FOR ROAD AND BRIDGE ON STREET SHEETS Sit,M.AND ST3.
SECTION 7T3.1]FOR SEPAMTK)N/STA&JUTION-HN:H CONSTRUCTION,SECTION 713.IJ FOR SEPARATK)N/STA&JZATION-NIGH
SUMNABUTY SURVNABLRr.
;�g1rq�I
Rocky M ountain Engineers, P.L.L.C. � I1TA1 ,
AS-BUILT DRAWING -_ s RAY H.CENTER a
5653 ES
Civil Engineering & Land Surveying
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4<Zrq AND 4_
L11414ti.�i"
UNLESS SEAED,SEALED,AND DATED.
LDR�I.:.:1�E.:.:E; /WM3-As-BR-CowAwq 11/16/2004 THIS IS A oREUM1NARY DRAWING SET.
\ I 7 11 2, StA, -0+36 (Exlsilllnff) I
/ 4934,46 Ttlm
C`` \ `SA11dj Y SEWER 4927,31 Inv_In (a
4927.31 Inv.In(Ej I
T�T i 4927.11 Inv.Out (N) I �,,�
_ _ _ _9_4-71 95 1 P, "_ I
Lot
i YH 9-,1, Sta. 0+99.15
\ v`5` 12'UNnty 4938:26 Rim SI,g�D,t00 (Exleting Sower) 1 o\e:\The atm
MN B-2, Sla. 3+Oe.07- Eowla•nt ''ff''i (l>o), 49?9.17 Inv.In / a92 -}n viruy .Y a and
4937.07 R ( In -S r dfr th xb
A 49 8.97 Inv.Ou Removed cap ond�on.tj0u
493� t9'Inv.In (SW) SE) pr t egdlon.
\ \ 41>`29.99 Inv.O_ut_(-6)-- _= --.__ -1_.- sewer bin. ♦ \ (°f '1\
Sanitary Se er Line B °ss 7 wne,r
4950 at err id C 4950 �� �C n. • o0 1+ .\�\/A' ~ \1\ \ \
vWv
O E >> i �, U"Ity t\
•E `'
E`- )
E ' l'�/ T- ` 1
ommb 'o_m L\ r ,-AVCJ ' / 13(t!` J 13_/ \ , i 11�
•$ ,Pnu°'in m,a^r rc=� ins^ I16 ,jin ° \� /r � � `� \ \
io 'aimei aim nPP Me'� �
4940 < N N N Finls od surfaoo •°^P I r o 4940 o r ' / / EormANl �10 O+OOB={+e2.esA
x R f r,f f x Y +♦ m In')n°7 / �. �' �Lt938.38 q1 m \ \
M B-3, Sla. 4+27.97 (11P) 4 1 I 1 a PPP _ 2B.59 nv.In 99 I \
s e r a i _--- a In t I tA933.41-R lm----__ v QQ i 1 s _ _ _ 1_. -.__._.-\C.-_.- -4gap�5B,/111u.1L NWT_-\ rv.`
4928.39/Inv.ou (NE), \
Min.Cover N o I $ 4930.65 In�llY(NE) - I
_ around w • ace A/�Ll' �,\ / r. \ -'1
STA: 0+15.30 Existing qr nd Ma 22, 2000 q o 1 M i ------- - / \ / 'tI `+ \\ IE2t 1\
I *at.In.crossing min.
u W u6uTr L ADTT - --�
33 LF.8" TM D3034 "T( I CROS9NC(M�.. 10 Utility
1
4930 1.5' 2 9. 35 p O 1.24% w E•eement
4930 -44
206,92 L .8" ASTM SDR 5 PVC O 0. >< STA' 6+46.28 E . 4933.54 Vj I (/ 1 \ 11 10'uttll/ 1\
I .15 L. ASTM O a er a crossing �- �3F 134 /133 132 \ 131 �,' ; z E em , -1
3
SDR 33 VC O O.aoS SDR 39 O 0.40% W I a(typ.) 1
(�+ I I�H 0-4, Sta. 6+5.30 12'ulAlty �\ T1.
$ 4940.09 RI \ / Easement 1 100
Chi ,�`hI 14933.85 Inv.In (5)
0 `�T ' 14923. 5 Inv.In (E)
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 i L 4933.95 Inv.5u
Line 'B'
4" SANITARY SEWER SERy(CE LOCAT10N5AS-BUILT DRAWING Sta. 0+37 Installed 3e' Lefl I &w
OCTOBER D 2 WI Sta. 0+92 Inalaued 38' Right A10.f7ALOM 8 w
Sta. 1+85 Installed 31' Left I 5.5' 't NtltfrK664/AAE
Sta. 1+78 Inslolled 42' Right I
Sta. 2+65 Ina tolled 31' Left -..
,
Sic. 2+83 In tolled 41' Rlght .. `-.. .�-�, ..-. .. ,, .. -
Sta. 3+75 Ine tot lad 49' Right
Sla. 4+21 Inslolled 45' Right I I -- y--'--`"`----- -L---- ------ ! _- u` --
Sta. 5+07 Inolal led 48' RI ht I t --Ilty -
Sta. 5+30 Installed 27' Left L I Eoeer�l set \ / CRO gG
Sto. 5+e6 Inslolled 12' Right 9 / I I -4typ•) ` \ 1 t �ry
St.' 7+03 Instolled 35, Right p .'1 tJ1
Sic 6+03 Installed 36' Right 128 129 ( 1
Sla. 6+43 Ina tolled 36' Left I I
Sta. 9+05 Installed 38' Right NOTE: AS
DRAWING /`
Sla. 10+15 Ina tat lad 40' Right MANHOLE RIM ELEVATIONS ARE THE I IIAH A-2, Sta. 5+76.01
Sto. 11+25 Tin led 49' Right DESIGN ELEVATIONS. MANHOLE RIM OCTOBER 2004 1,4�41.42 Rim
Sta. 11+95 Installed 37' Left ELEVATIONS WILL CHANGE WHEN I 1 4935,72 Inv.In (S)
Sto. 11+95 Installed 38' Right ADJUSTED TO THE FINISHED _----_ _ - I - 14935.52 Inv.Out (N)
ASPHALT GRADE. - -
Sanitary Sewen Line A
n /
+
4950 $ / r I
(A!a esr Bird irclef 417 ) 1^Q
E i ! i16
ac c 4950
N l
q m a 12'JURY
m n c" l ui ai Easement / r
o c c „ Exls11 g ground
4wZ �s...... •gin ----- -'--- ----- - .. ... � .r I � � r(
Nnn n
+ c'c MN m ---- _sf FI ishod surfac w`
rc... ;, saw 5.
4940 H i __ _ n. ow 4940 1 /
•f fr r Note: The c tractor shall Ify the
A ip o W line and grade of the existing serer _ f 4 _ "� /64 (r
ASCU D303 Q1 r
a v♦ prior to coon flan.
STA: 4+41. 4 ELEV: 4932.16 35 L�•P�p 1.97l
o er ne croluing pL l / r
S}d. 0 00(Existing ewer) M Approx. ra n wa er su face 0 25 50 100 ' S.
I r Eaoomea- 1
II 4927 48 Inv.In SW)
t/
' Rslra ed cap and continued p3034 SCALE: 1'= 50' uTY CULVERT
II aewa natn. �31
.75% ( OSSING(TYP.)4930 3 4930 1
I Llna 'A'
4° SANITARY SEWER SERVICE LOCATIONS
IL-- Sta. 0+92 Ins tatl•tl 21' Right
Sta. 0+95 Installetl 21' Lefl 5
1 2.e6 LF. 8 STM 3034 9 105
SDR 35 PVC 0.50% Sta. 2+67 Installed 35. Lsit
Sta. 3+13 Instal lad 37.
Right
Sta. 3+58 Ine lolled 38' Lefl
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 Sla. 4+89 In■tot led 36' Rt ght -----r
Sta. 5'00 Ine Lolled 37' Left '
St-, 5+98 Instolled 30' Left
Sto. 6+40 Ine[ollad 38' Right
St.. 8+69 Ina tolled 38' Loft
Ste. 7+81 In e tolled 38 Left 17 I
Sta, 8+18 Ins tot lad 37' Right ) I 106 r I
Sta. 8+73 Installed 38' Left r
AS-BUILT DRAWING Sta. 9+65 Installed 36' Left r( r /MN A-3, sl.. 9+e9.ee r
OCTOBER 2004 4939.90 Inv.Out
rt;lilt' DESIGN BY - AWN Y: �yy� (�� �7 (� rn �I�M/�(�-
12�' S, 03/01/2002 CA 03/01/2002 DRANANG SCALES: ���4 QDOIJIJ �X�JL'J 0D\0@00O LAJ PMJ# @19 'cB
Rocky Mountain Engineers, P.L.L.C. 'h, REVStO a CHEcxEDBr A PLAN VIEW: HORIZONTAL: = 50'
f , Se.w alWe,Lple 97-9e 1-Sep-2002 Lrn1JJLL55LL�5
L RAY H.CENTER R.Iw vwt pIgn. e-uar-20i CONTOUR INTERVAL. 1' e 4 ly @.r�Vy��LZR
' S853 ES ���L eU15 UJL5W LSIIAJL� Q
Civil Engineering & Lend Surveying - A• "'O a Mg n- -zoo. aL1G�ffuL,MV dim [3 aQQa �� a @V& 90 o
i PROFILE VIEW: HORIZONTAL: 1" = 50' e e . Cl .C'i
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4659 q,IFfR t V s� DRAWING FILENAME: /WM3-Sewer.dwg 11/16/2004 VERTICAL: 1" = 5'
lti�AND
S nitar Sewer Line B' v
AS-BUILT DRAWING
OCTOBER 2004 (1I thew Blr h Circle) w
vv E •
4950 c c~ °.
4950
W p E i
Llne 'B'
„m.-.-a 1" SANITARY SEER SERVICE LOCATIONS
c Flnishad s rface ml ni lrn.d Sta. 0+37 Installed 36' Left
c 6>>> as m m m Sta. 0+92 Installed 38' Right
�m o:-.-". Sta. 1+65 Ina tolled 31' Left
Sla' 2+08 Instal lad 42' Right
n c m Sta. 2+65 Inatollsd 31' Left
I mm MM.Cover St" 3+01 Installed 31. Right
TA: 9+56.55 ELEV: 4936.8 Sta. 3+65 Installed 49' Right
I -, a me crashing Sto. 4+21 Installed 41' Right
' •- ' 1 _Epsrn o N 4940 _ q 940 Sta 4+83 Installed 49' Right
91 I ----- -
W I - ---�- .� --___\ (tom_ a Existing q d St.. 5+30 Installed 27' Left
D�4 4 Sta. 5+84 lnatalletl 42' Right
1 t0 Utpity `
Easement / \ .� 'c 235 4F,B" AS 1101G Sta. 7+03 Ina tat letl 38' Right
\ 35 PVC Sta. BW3 In
led 35' Right
Sta. 8+43 lretailed 35' Left
134 �i33 132 � 131 � 135 0 _ Sta. 9+08 Installed 36' Right
/ / '\ N 310.02 F•PVC O 1•p W M prox. roundwobr a dace 5ta. 10+15 Installed 40' Right
Q+ 12'Utility \ SDR 35 P May 22. 000 Sta. 11+25 Installed 49' Right
Alt ; s i SANITA Y SEFI' R LIN 'C1 / F(°�'^;' 1 \\ , St.. 11+98 ,m=tolled 38' Right
90
---- --- -11- 11 -
-'ti , -- ------"t---t-- ----� - S-1 . �__._ 4930 4930
Q ,
---- I ° 1+00 e w 3+ +'s of 8
1 7+00 8+00 9+00 10+00 11+00 12+00
I o I C-1.L12'UtPltyy- _ _-- _-'MIa RI.
-+w.w1
E ! / / v 4 W Inv.Out 1
$9 /' ;-123 ) 124 125 1 126 12� 1 (w..t)
I 5.5 MH B-4. \ 12�
\ K28'$
hl. sta.O+OOC�6+7.300 I
I 1940.09 RI 1ED'NmN�I! 1 n 4950 4950
I
/ I I 4933.85 n .tl (s)__ IO1cJ / >
I 49 .8SIn 'If (E) - I - ac- anita Sewer L! e C '$
nn .Due (Tr)- - -_-- -----,- ------ --- ---- ------ . m - y +
I 8
+ I _ J �' c,c. (Nosta/gi Lane)
Lina 'C' !l y��h.^.nn Finish d surface i.:,d
�ny� --- _ -__ -----_---_- / 4' sA fIARY 5 R RVI O ATIONc r . 11 UaW
88 I-__ UMITY JR
� - -------i-r Sta. 0+45.4 Installed 35' Right I+ moi vi I*,
CROBSI ! ! Sta. 1+15.3 Installed 38' Rlghl a.prnau/ Sta. 1+23.2 Installed 38' LsTt x/a'UUlity 1 / (lam) ` M17 r I Slo. 1N5.3 Ina tat led 36' ftighl 49� 1940
( )ti 122 120 i19- 11 161Bla. 1+63.2 lnata11.d3B Left t Sta. 2+35.3 Installed 35' Right IjMM.Cover
` Ste. 2+43.2 Installed 36• LeftExldlnp ground
, 12'Utmty I 4/ I Ste. 2+95.3 Installed 3B' Right
SAN WER L NE D' Fnt , Q Ste. 3+032 Installed 36' Left-- -- - Sta. 3+55.3 Inatot led 38' Right- .. _1I- !
i
I
$7 / ( W 1 ! Approx. q undMay 22, 000
/ 1 l+ 2 0 3+00 52 w\ ! MANHOLE IUM ELEVATIONS ARE THE 4930
ANN .y MW L4AIr DE 10!' °l E"ITInN4, MANHOLE rim 0+00 1+00 2+D0 3+00 4+00_L , �
i
,. ELEVATpNS WILL CHANGE WHEN
I y ADJUSTED TO THE FIHISHED
.. >... .......... ....... ,.... ASPHALT GRADE.
__ _____ _ 0 23 50 too
12'Utility MH 0- . Sta. 3+52.00 )
Easement / 49M. 3 Rim L I SCALE: 1 50' AS-BUILT DRAWNrGi
(tom) 111 112 �13 114 938. 5 Inv115 (rnrP'3 . OCTOBER 2004
$6 I��, lo, it1 1 1 (
.�I 493717 Rlln
(t7p.) Sanl t r S wer L n e D
I J ._�937:I7'IAV. If-(S)- v.� N
4936.97 Inv.Oyt((N) !�, 105 '1 I 4950 „E i
r A&(E1' 496U
-4945- 1 � ' 1 I I 8 Y p Existing ground
$5 , �- Fa.emanf d10551110(^?� f- mpp+ r T
\\ (l10') I I Line 'D' 7Ti1
1, r ! I I 4" SANITARY SEWER SERVICELOCATIONS
108 10$ 107 ! / - -- ----
! Sta. 0+45.3 Installed 36' Right
108 Q B Sta. 1+06.4 Installed 38' Left
I LEI Sto, 1+31.6 Installed 36' R1 qh! I Finished sn ooe Mh.Carer
/ Im �.` �, 12'UtlBty ( 1 h Sto. 1+56.4 Installed 38' Left I
\ E-ent- ! /� r jy Sto. 1+97.B Instal led 38' Right
4540 49�
MH B- .'btu. 12+02.ei' - --- - (pp� ` f
.32 Rlm .��~ ^-_ _.__.-_ --� -_ ! Ste. 2+51.6 Installed 38' Right I
4939.71 Inv.Out (N) ` .i ---------- Lam Ste. 2M&1 Installed 38' Left - 5 PVC O
I
\ - ,..... .. j Sta. 3+17.8 instal lad 38' Right
I 3
/� Sta. 3+48.4 Installed 38' Left
/
84 A rox.♦ " _ 1 pp groundwater wrlow
� May
2 2000
/ �\ ss' tl11AfM IMY 1711CYt -
ll
i N 4930
-._- -.---- _ _- ,_____-_._ • �.�-1 I 30
0+D0 1+00 2+00 3+DO 4+00
83 1 --�12'Utlllty J ! I I
t
81, ' ' - 80 7_" r I I 1 f AS-BUILT DRAWING
p. I111j1h1t, DESIGN V: A ANN BY: A
fp 11 DAJ 03/01/2002 pAJ 03/01/2002 DRAWING SCALES-
Rocky
e D
Rocky Mountain Engineers, P.L.L.C. = -, V1510N: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50'
.t Sere.tub,LuU 97-9111 4-9ee-2002 C/LJ LAB ll
RAY 14.CE Robe set.align. a-Mar-2004 CONTOUR INTERVAL: 1' ®M e e �M 1( D M. TOM - gff& %0I
E. 5653 ES .� A.-Bull Droeing 22-00-2004
Civil Engineering & Land Surveying rr T PROFILE VIEW: HORi:oNTAL: 1" = 50' WIM&3�7 @RW LM @ a Pp
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rrrrryillFNt`r�Dr`y ra* DRAWING FILENAME: /WM3-Sewer.dwq 11/16/2004 VERTICAL 1" = 5'
STA 17+IB.S6'-I ALL."'''J� STA. 17+38.12 -'INSTA.Lf 6"TEE,
i S:A 1 +05.26- INSTAII,{4P�� - f B"221�',BEND W GAlA10 12.- F.-ft•:D.I. PE,P v1.s' FIRE -
/ i 4S I ND W/YI0ALU0 M.J. M.J. IIES111AIMT. HYDRANT W/AtlIY' AS EYBLY
(W/MEGALLJ6 M.J
- - �-- - A W I TER MAIN LINE Al A THE III rBIRD CIRCILE
l f 1 Flnl ad grade
g �•n .� m _ 1 4950 4950
3�AlfL•3Y`yF%' ' t ``♦ -, .`I 1_ - - --- --- --- ----- - -- ---
Ex tang ground ogle 5.5'MIN. -
/" 98 at ace
Ground water curt COwR TYP.
`x / VALVE WW AL.� +Usr1 B1.96K ANtRIIHy VIE BOX. - 22 May `
,) S 17 85. -INSTALL.B� ss
\
'Q •BEN W/ k(OA UO N.J. \
1x-7'<J 13 RESTRAI T. 13 \ °
\ 9J 4940 4940
ENCH MARK F.N. ROW CAP LT. to'Ulfllly BEN MARK F.H.ARROW CAP T. H ss
40 2
f Y.= .1S TU Eesspi) 1 99
f STA. 13+06.09 - INSTALLED B" 6", \ (t10') \ t7�A °
y ° 1
- ..TEE,-20.6-LF-OF b"-D.I.PIP. D- __ ._-�- ___ - __ ---1 k _
EIRE-tl70BdttI.IfAU!<VAL -- �-�-
/ASS�E�J,W/MEGALUG Y.J. I \ I >
N<>
��r
t2.
t
o x z •` 4930
t0'UplNlly ---T- T1--�- 11 1 4930 0 - _ _Wn
asement a is
N I / �E(/� � Fe3lJ t,;�
-1 134 /133 132 \ 131/ - -
\ JL• 1 ice\ N E_ >< a� o tlol
• STA. 11+69.68 INSTALLED / \ / 12'Utptty GATE VALVE W/THRUST Egs«nent Y. I gI am to 3 m AND VAL BO%. / (typ) ) u °i H ,�u> gx ^ S 9t/` }oQ + r + IT03 0
-STA-LL#SD.66- STALLEf1.B�K�" .-_. O Qi 2 y
TEE, /YEOAIUC EST T. ---�- _ -. -- - i i u'•' i .z i i,,; < i 1 ht i i i
4920
M0.TUL69M m nn nr r n ♦ nM 0+ n- ma rn� ��
tl nS r;a �m n n r: n� uiw
Ch t Ch rnm �^ ~ an rng rnu ♦o on'" a a„ xd ++ aM +
+ a,q rnw rnw m m'" rnm m rn
av a: eg <+ t a: ag
J 0+00 +00 2+00 3+00 4+00 5+00 Existing ground el-torn 7+00 8+00 _
�- s Da
12'wpny ` \ / ---� Pipe ROwsne
D 7YP.
\ li TER MAIN LINE THE BIR CIRC E
5.5 ; 123 124 125 `\126 12y7� 128 129 i
10%/Upity - 4940
I / _ )t / I 4940---- ----_ _ - _ shed grade - --- _
- _
MARK F.H.ARROW CAP T. \ r �- 0 6.5'MIN. -
• CITY Of
\` I - �'o' - COVER TYP. - --- - `� �-
S STA.8+04.15-INSTALLED 6;b"fft- < / I u u r�ouMadyw�ter surface
a I-9A LT.OF 0.1.-PIPE,-,AND '.FIRE._.-- F'-.--� -----------�- ---__--.,�. 1 Exis ing groundp file
HYDRANT W/ %. VALVE ASSEMBLY \ C - - as
\` _
10'UtAlty 1 I _
(W/MEOALUG yLRE3TRAINT.) \ Ely /' I °
N I '11� !� 1 4930 M o"n m 4930
22 121 120 11�� 1 I wsi
8+59.66 INSTALLED / J 2710 LF B"Claw 51 .1'Pipe J SS
A.
GATE VALVE W/THRUST \ 12'Ulpity J k' o
IBLOCN AND VA VE BOX. Eessment 1 ro i 9j r!z' o
STA.8#40.42 \ (yP') I I Il ••rz rx z 3 = .
INSTALLED 8"x "NEE, n • o
t
'W/MEGALUO N.A.
-- --f---I I �� w's �< <
ex
W '✓�W, 4920
4920
a, n' +
• 38 g«t33d3
_- -- . 1 a mo>u iW1n�¢
I L 12'UtAlly !
Eeseman \
(t1y) mo w < ne r H or an aD� o. o� am rn� n� mm m� rO� n� m an on nn
113 �'s.,' <j an n„' no nR nR n� n° Mp n� MN na M� M M� nc d6.9 n$
11(1i� 111 112 114 115 I I m oa
me, ma m o+w rn" m mm rnm
y o a3 a3 t� a. ♦+ a+ a+ <:
1� I
-,_-_- ID es6 Y
UTILITY OULWAT Ee(typ 1pt, !
( (tyy,) � 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+)0 18+1;D 19+00
�l M') \ ( / Existing ground elewtion
'� 1 ! Pipe nawline
! / 10
ALI[Ir i f WATER MAIN - MATHEW BIRO CIRCLE WATER MAIN - MATHEW BIRD CIRCLE
' ' I 3 4 W TER SERVICE STATIONING 3/4" WATER SERVIC STATIONING
_yl-----_ I / AE
----------'------_- _--___
� ------I � Tom__ Lot No. Station Length Lot Na. Station Length
1V ULNIty �-- 1
Eossrm t "- - STA.0+00- REMOVED CAP AND 7D 0+74 47' Left 93 14+10 36' Left
'1 \ STA. 4+64.2 - (t.) 1 1 INSTALLED 8" GATE VALVE 80 1+79 47' Left 126 14+41 35' Right
1 \ INSTALLED "x 6"TEE, 1 I W/THRUST BLOCK AND VALVE BOX. 107 2+42 25' Right 94 15+06 26' Left
/ \ 109 27.7 L.F. F 8" D.I. 10p 107 I I 81 2+81 4T Left 95 1.00 31' Lait
\ PIPE,AND .5'FIRE 8 1 108 3+50 25' Right 127 16+15 42' Right
\ `� �IYOBaNT AU�VALvf ! f C t0 r I I I E12 3+80 48' Left 96 7 7+00 29' Lo f t
ASSEMBLY.(W/MEGALUC I J
Y.J.REST INT) 112'Utility- _ I MARK F.X.ARROW CAP BOLT. 83 4#B2 36' Left 728 17+79 47' Right
(typ. SOMDISLEEVE fbNNECTOALLEDR" 184 5+73 34' Right
98 18+97 42 43, Le27, ft AS-BUILT DRAWING
_-- sTa.4+59.62-INSTALLED B" J! I ' 85 eN2 3T Lett 9s 19+34 4�' L°ft A 3EPTEMBER 2001 G
QATE VALVE W/TIMOST BLOCK- ___ __ __. -_---__. ._ _ 1p LB6 7+41 32' Lef t
`.,• " -. .,.. �,. -...... _ _ _ F1 STA. 0+07�.00- INSTALLED 8"%6, 87 8+49 25' Left
BB 9#57 25' Left
+ / TEE,9.0 F., 6" D.I.PIP[,AND 7.0'
n z % • FIRE HYD W/AU%. VALVE 89 10+59 25' Lef t
a`^ + +00 - -ASSEMQJY� W/MEGALUG N.J. 90 1191 +82 66 34' Left
5.5' V61�SE f _ - ' Left
RESTRAINT. 92 13+46 34' Left
i o s � SCALE: 50'
< sTA 4+86.76 MSrALLtP �_.. 21
0e 45'BLNO IN EOAUIG --_-- J i.B�_. '8`x e" I I --- 0 25 50 100
:MMJ. RESTRAINT. BC H MARK F H ARROW CAP.T. Ia��_-.- TEE, /MgGAYV6 M•J.RESTRAW. 1
. '� �1950 82 C F BOZEM D U ...,.. 1 f
Yg117h DESIGN BY: DATE RAIN Y' DATE: �(V�/�(l(� Cyr
^.��NT �14 DAJ 03/20/2002 DAJ 03/20/2002 DRAWING- L- mC�4 GvtlCLaDOCJ �3MDD0�ID@O01 Lr�WL�UI� aCJ
Rocky ,Mountain Engineers, P.L.L.C. �+y* � RAISE WATER UNE DATE
/2004 �Ep ED Y DATE: PLAN VIEW: HORIZONTAL: 1" = 50' �lIry��y'�r] � nr�
:'^ �Y5653 E A.Bunt Dwg 09/22/2004 CONTOUR INTERVAL: 1' W L.5.�4��a0 o WLA 41 n ry�W MOND @Om@a�
Civil Engineering & Land Surveying '� PROFILE VIEW: HORIZONTAL: 1" = 50' l/E/ U Ulf
�rrr"� I - VERTICAL: 1" = 5'
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 `4,IffR11 `yP?. DRAWING FILENAME: /WM3-AS-BIt-Water.dwg 11/16/2004
W TER AIN NE THE BIRD CIRC E
-- ---�- �, --�-- --1_
1_ 7
4 � T' � 4950
�C /� �\ \ Esisting ound profile
98
1 �' / �I Ulnit\ \ 1 ropoeetl finished grad
Ground water surface
J 22-May-20 � 4940
c_ / 13t \ 4940 _ -
/` _ _13& 13 /\\�.. 1 111 \ % COVER(TYP.)
10' Rty
I / Eo..m1`it WLVERS 1 1 \ , o St U.1.Pipe
+ I / \ .-- NO(TYP
AUE
4930
I I / t
—t\
\ 11 1 \\\\
`
4930'UtilitE n ,D
�' mU Nyi\ 06i 32 131/��5 134 /133• `l
Utility
I I A.2w •�- Ee..m.nt \ 't {3�
MI)
11 1 A=�lU Pfij oA VALVE 1Q4 /__ \ i ^ 4
'`y \ eENO w/rECALtK,Y.J.�• ` \ \` r r fin ' 1 1111 1 i
- __.
$ l 3 1!
-_
.. �,. .: i
I
I \ \ \ I I C'3 4920
I ..-. ... 4920 1
I 8Wg'd; ;
't t:
�' 1 \1 S.5' } ACIT/IE6E/JAA[ 1 11 1 <�
I SiK
_. ----- _
// s
� � 3 ri d
�rA. �• 7p. n n tan M O, N r` a, 01 M O - 4 tD N N r p cp
RW BEND w M.J, '\e i'!C 06-5 yf/ALUM I I n o g g a N ri v e
I i a a a 4 n n m9 m
I t 2'utolt J RESiRNrtr R[STRAINT. 9 a m oft rn rn p a rn a m a a w 4�i a+ a v + TV a 4 4$ +
unuTY CULVERT I I 4+ a+ a+ 4 a• 0*1 4+ r• 4v
/ y 1.40
I /( --� CRMNC,(TYP.) I
a r 123 124 125 \126 12 W8 129 11 II '101 11 20+00 21+0o zz+oo 23+00 24+00 zs+oo zs+oo 27+00
kitlng
nd
MM'fAl1i:D EY e'OA VALVE 1 1 1 I ProposaWd Pipe Oowlins
"MAST BLOCK AND 2T A EMOA+L11100.fe-
"w per MY "') U n�V M.I.• I
I WATER MAIN MATHEWSD CIRCLE
---/--- ----- --- ----C -- --- 3/4" WATER SERVICE 13NING
-
Lot No. Station Lergtn
\AU" i ?. i— r•� I I I 100 20+23 47' Left
WC i / i �• 1 NA�.' I 101 21+52 43' Left
M=W.:
•,t e'TEE. 1 / I I I 103 23
+52 47' Left
� `�•. 4.9 Lr. ! D.I f0'-F,BE--- ]02 z2+81 45 Left
/ L ,0'utwnyy �_ HYDRANT AWL Y /1 1 1 I
Eo..�nl �(w/ME Y.J�1 % I ! 1 10424+44 47• Left
/ry 105 25+33 47' Left
j �22 121 120 �'19� _ 11�� �16 r!r I i lee 26+33 4T Left
I
/ N MARK F.H.ARROw CAP * /
r n 234 l eArt v vE (tom, r `
' 12'Utility / 1
/ `--_- ------ -----_. -----V VE BO SLOCK - or N
u 'l q r 11 / JI1 I I
( I
1
I w
I " MW s' am tANC /
., 1164
- 12'U I
--/-�-- --�- ---- -- -- aA �%vim;
_0t
A I E(°c( 113 �.a 1 / ''ra.:t,'-
11(�i/ 111 112 �9 114 115 r't ' !' a1P)Y I
yot Lu
I I� UTILITY aA.Lv+r m'Eanmeatty
r , 105AUZY
11
_ ————————--————— ------ ----------_
III �\ Ee.a.t
1 1
\� sTA.2e+B,.ee107
109 108 /INSTALLED 8"GATE VALVE11 j rr ft�
KOCK AND
VALVE sox. 1
`y � ,2'utility , / , 1 1
—, f'.ewwru nt .✓STA.27+10.7e-
�' < 21 i! BBITALLm a"s BEE,'T I 'Q
y�.., --- ------ sTAum-e ,1%"-eEt�i - - I - -!
J. - _ SAME lII AS AT SSA. 1 1 A s BUILT DRIAWIN
o w SEPTEMBER 2004
q7�+ / i , +00 - 0 25 50 1.
S e' / -
WN1�
. SCALE: 1"- 50'
- Trap DESIGN DAJ DATE:
03/20/2002 AMN DAJ DA03/20/2002 DRAWING SCALES: ml]� �j A D QnRD�� o pA
Rock Mountain Engineers P.L.L.C. �t, RENSIONS DATE: CHE r oA : PLAN VIEW: HORIZONTAL: 1" 50'
Y 1 t RMSE WATER LINE 03/11/2004 1r,•/�11 i�=('L WUMW MM M
RAY H.CENTER ES A.Bunt DwgTER 09/22/204 CONTOUR INTERVAL: 1' w 4 u uuaau o A& D �YV]
ti' PROFILE VIEW: HORIZONTAL: 1" = 50'
Civil Engineering & Land Surveying c e pdLlf�] Aa�ma �Q4
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rrr4 F DRAWING FILENAME: /WM3-AS-Bit-Water.dwg 1,/16/2004 VERTICAL: 1" = 5'
__--- -- --- -
e3� AUTnetTr Nro c11EExr` � 1-01`�
__ �, 1 1 11 TER WAIN NE STAL IA E
/ - -_---- 98 1 1 1
ant \ / Nx �` \ 11 1 Proposed 8nl ined grade
10'Utility / \ 1 1 1 4940
UTLITY SERT - �� - --�
any \} t 4940
CROSSING TYP,. \ E(°t�YP)\ \ / / 11 \ 1 4 1 �✓ -.--- -� - -- `\ ' ' i -
_ _ 99 1� 1 "J Ground water surface
8.5'MIN. 22-Mo 2000
COVER(TYP. o to o 0
e o Edethq prof1e --------
_ ___
1 52 ant 1 \ Minimum
imum
---__ _ ____ __ _ _ _ _1 1��EO typ 1 1 Sap°r°Don t ty Sep°anon
657 L.F. 8" Class 51 D.I. Ipe F 1.5'
A,aBB Do watAll.Eo 1 ;,c>I
to-
anE.n 1 p0dAI�1lt vKv w IBtN{T 1 1 ` `\ o�'
4930 <X
4930
934 �x[3332 131 a `1D DlMty,.. o o" oci
� s
/ r �' U11UTY CULVERT Ea nt 1 1 1 ' Tj W s !J s 3
55. C OSSNC(TYP.) t \ xi F
I i / MARK F.H.ARROW BOL 12'UtSHy 1 O(>p) r5 1 \ ,
STA.O+DO- INST 0 R'K 6' Of Eoaamanl-' 1 0 / f - i S z_ z o
-I RESTRAINT. (typ.) STA.6+43 O�WSTALItD
Vs e, _
_ TEE,w MEOALUG J. / 1 s Q
e°sEE, 0 Lf.,
---_--- __ -�1 SAND 7.0'FIRE HYDRANT w/AU%. 1 I ` ne3 Inz;
VALVE n3thIRLY-(W/MEOALtiO-' � + +5+ 4920 Fs rii (-itw _ _ �n a �i <nQi� in?io
4+00 1
ss' IIOItEIdL�I fAll!' t 1 an ro o m r o a roe n o. o v m ul M a o• pR r- o 1 M
I 1 \ 11 n n� v'6 n^ „O1^ T>n g� a„�o, a,r e�
1 T Ta Tr T9 TZ T'v a: T3
-•'---- - --- -�'- STA. 6+57.43- REMOVED 3+00 4+OD 5+00 6+00 7+00
i S I 12'UtBNyy TEE .0 LF.,B°D.I. Ill AND 7.' - >RA.W _ INSTALLED 1 - -CAP ANIT INSTALLED 6"- I I 0+00 1+00 2+00 q ground eievollon
E t FDi� YDIIAIR W/AU%. ALVE I GATE VALVE W/.TNR
Ba%B" W MEGAWO 1 I IgT Existing
/ • I ASS BLY(W/MEOALUO M'y. / I BLOCK AND VALVE BO%. I
1 I RES WT.)
\ �j'J/ MJ. pilt r�[� 1 " I I I Pipe 6ow1Na
23 124 12'J �126 \ 1G,rIO 1G�7 1 I I WATER MAIN - HERITAGE AN[
I I 3/4" WATER SERVICE STATIONING
111 SIA.0+41.73 INSTALLED \ / BENCH MARK F.N. ARROW CAP T.
STA. +09 - INSTALLED IS' 4 .] f
I B'OAR VALVE W/TNRUST µy\p 10�Utllt I Lot No. Station Length
I BLOC%AND _ UTILITY CIIL-`T Epp�aaammant SOLID,SLEEVE CONNECT" I g
0( ')` ./typ) I f +- `.I 123 0+78.5 47' Right
6 13S 0+80.0 25' Left
_
I --_--- --- _-- - -- 124 1+41.5 25' Right
Left
125 2+01.5 47' Right
\fir I •� / / I I 133 2+Do.3 25' Left
120 2+61.5 47' Right
- I 132 2+89.3 25' Left
_/-- ---_ _ II 127 3+21.5 4T Right
I / 10'Utility •. /I 131 3+29.3 25' Left WATER MAIN - MASH CREEK LANE
Co.
I I 128 3+81.5 47' Right 3/4" WATER SERVICE STATIONING
/ \ (typ.) [p / ) ! I 130 4+06.2 25' Left AS-BUILT DRAWINC3
!n 1 '11! ! I ( I 129 4+41.5 47' Right Lat Na. Stotlon Length
y j22 121 120 �13_ , 116\ I �18 ! I I SEPTEMBEA 2004 122 0+71.7 25' Left
y 110 0+8 .6 47' Right
P \ 12'Utdlly TIITY LIILWR 1 I / 121 1+32.5 25' Lefl
1�_ H WRK T.N.AR W CAP BOLT. ¢aaamont STA.4+72.90- DEFUECIEO / 111 1+57�7 4T Right
ISTA.0+00- AldiO N \ (tYP) (TVP')) 8"PIPE AT JOINT, 1 / 111 1+92.5 25' Left
I b"x R"TEE.W MEOKW I p 112 2+11T S 25' Left
I M'dr --_- -- _. - - - ._/� I U2 2+t7.7 4T Right
- �---
1 .•. STA. "77.e9 -INSTAIlEO III 113 2+77.7 4T R1 gh[
e'x�IEE,W/MEOALUO ) 118 3+12.5 25' Left
r ) M/1!RESTRAINT. I 1]4 3+37.7 47' Right
I z+
117 3+72.5 25' Left
116 4+32.5 25' Left
I AM,gq 5.5' uqr I I I 115 4+09.2 47' Right
`' asso - 4950
I II
12'Utility / 7.a•FIRE OAIIHi Y.J.W/AU%.VALVE a oATES VALVE w/TN WATERMAINLIN WAS CRE K LA E
Eaaamant ASSEMBLY( RES RAINT.) K ANT VALVE
I / 111 112 114 115
I 110� >r9
A.OtIT.I WHIST
D UTILITY CU vERt to'TurLity I ----
/GATE VALVE W fYtO551NG
` I AND VALVE X. (`�) \ I ! l 6.5' IN. EKia ing ground p Rle�
--_--- ------ 4940 COVER MTYP. Proposed finished grad
I o na U 4940
106 Gr and water suoce I I S I z May-2o0o
e . .
-
_I r --------- Separation 1. -
--------
� EoaamEanl ` ` --_ � --/-- r ' I I 478 L.F. B` Class 51 D.I.PipeIfI
_
1 1 (tra) I ! I I c y o y a o
109 108 107
106 1 4930 y _ -
_ ( 4930
, yy
V � tee�narlt (
ayp� ! ✓ 8 03 ne✓
ICI o
0 25
100
SCALE:50"= 5 a K o o <^+ ,n n N x, n ry n rn o- ,n
84 �♦ I c c vM vM ae �� vin r^ c
0' V: T T: <'n a
/ ...` •, \ Ain" 4Tlax - I - �` v• a+ T9 av av a: T
0+00 1+00 2+00
.- . .: 3+Existing gourd e 4+00 5+00
P
---- --_-- -- / I Propos d pipe Rawlins
' 83 ' I . . _.. - - - -- � ---t I I
Ntngll
T.gJt�iliitl, DESIGN BY, ATE: DRAWN BY DATE: DRAVANG SCALES,
Rock /VI o u n t a i n Engineers,i n e e r s, P.L.L.C. {>!'4 REVISIONS: OA03/20�2002 CHEQEDDAJ BY DATE, PLAN
ryy79@� (�� DOr�ry @rt n�DOWrI�0OK ��
Y 9 t ; RAISE WATER LINE 03/11/2004 PLAN VIEW CONTOHORIZUR�TANTERVAL50 U1J � ( �L(A�U [� V I
RAY H.CENiER As Built Deg OB/22/20D1 lA1 W U L1n]LY11JL�i�J r�o�4ad®ova aa� aa�a a Civil Engineering & Land Surveying s1 5853 ES = PROFILE VIEW: HORIZONTAL: 1" = 50' 4 A A 4 I
1700 West Koch Street, Suite 7, Bozemon, Montana 59715 (406)-586-4859Ff r .` DRAWING FILENAME: WM3-AS-Bit-Water.dw 11 16 2004 VERTICAL: 1° = 5' Qb Q pQ PV Q5 �� O�
4 RAND 5.�.�- / 9 / /
/ \�•a / / / $rc �tiv'1�\ I n i 4950 4960
\ •� / - -yin - =�'----1J\ 10 .00' VC
m 7+00 , \ + r N
as
Stu. 15+09.25 7 rJ m wb B*• \\ STA: 0+32.51 E V: 4950.18 Li +
Installed Inlet apron�ad 15+00 11.' 00
inlet chase Per C.O.B. st� a re0evex eu0 t•+
>m PVI S A = 5+10
dpTryy�'s 02529-12 t -1d� -� „� -. .. ., r�i00 -LJ93X -
InIaI bk ee width to by 60 n -3 PVI EL - 4948.82
inches a height toe I _ / - ----- - - __ X -
8.S Inches a rb de n - 4950 LOW POINT
ELEV = +05.51 A.O. - -3.019 4950
LOW DINT STA = 2+05.51
Pairing. • i �Ig Utult\ x�' �� - Exl"Ing Around
oSee in
chose details, sh i Ea�wnenl
SD2 of 2 / x x I `\ -3.00% 1 vl m q n - 0 519 To back o
�' F R1oI \ - �\ CI ro�-oWr culb
1r>••L \/ 13 \J + ♦ HIGN POINT ELEV = 494 .60
8 --St.. ♦ m
• / t4+31.04 • HIGH P01 STA = 1+7720 m
t % Installed 6' wide cros pan Pa -
yy l � m I'll STA = 1+ .10 0 ,o e � PVI STA = 6+50
/ C.O.B. standard drewi p�2529-1� �lW,�� I m it 1 ELEV = 49 7.f0 e ^ ♦PVI ELEV 4945.32$
----,_ \ 5 .IS' VC + .. A.D. = 2.111 N + Ya v
W A.D. 1.450 n
-_-__ >
so
Prr1J+425B PC-12+97.39 /7-7 -- 4940
/ ,may-� PVI STA = 0+60.73 W > -4940
*2LO PVI E V = 4949.00 I��•V Mat e w B rd C1 cl e 1� , vc
_ can Watad C.O.B. standard aney A.D 1.408 Left urb
8 opT 611 Jar ad. dwg 0252 i 7
I I / +00 1+ +00 3+00 00 6+ + 8+00
I I 4950 4950
I n 1
i P 15'R-11+89.81 Installed senN marker signs 100. VC
c.9.B. dwg No. 09810-1 a th e Bird Circle
a th e� Bird
eft Cub L ft Cur
. a
y� m M
Top back of + ♦ +
-1.OS0X roll-over f "t ♦ ♦ n aj
-im � r - •• - Gi o
8 PT 1 R-11+07.60 4940 >
4940
_____ ___ E Isling ground PVI STA 15+DO.36
I
-1• OX PVI ELEV 4936.07
I �12'UtHty_- _ -1. X A.D. 2.116 U.8 0.500%
L Eoseirynt
I 8 I �1P1
5.5 �123 121 POINT
I OW POINT ST ELEV
= 15+09.2
111.
I I -
I
I _ Note: Use 75 foot transition to warp street 4930 + + + + + 1 + + I + + 4930
y 1ALLEr crowns to intersections or valley gutters.
/• 1
/ I60 99J`8 --
i L11112'2-
Con.0 led C.0.8. standard alley 4960 4960
-Pdr TRH dwp 02328-7 100.00' C 100 0' VC00.00' VC
ly 1 STA: 0+33 3 EIEV: 49 .86 121 faeM 8 � PVI STA = 1 88.59 ♦ me♦"l PVI ELEV = 946.73 v+ V a+0 25 50 t00 HIGH POINT V = 4950. �� A.D. = 2. 63 w HICK POINT A = 0+04.6 �, o Top k of PVI STA 5+04.96 O Inalolled steel marker signs a� role-o curb PVI ELEV = 4948.82 �> mSCALE: 1"= 50' 11 _t•BOJm� A.D. _ -3.780 4950
66F'C. S. dwq No. 09810-1 4950 > mmPVl TA = B+17.2 u o PVI = 4945. �r Zi
N n n 0.6 O%- - _ - l A.D. = 2.049 Nosh
jµAy AlQR Apr Note; Geogrid Inalolled from centerline S1a. creek Lon
1+00 to S1a 4+25, and Sto. 6+20 to S}a. ♦o ♦o LAZi. = 4946.97 = '+n no curb
9+20. Gsogrid Installed a1 bottom of pit run uu ucU1i 0+05.1 L POINT STA 2+11.77 IGH POINT S = 4+72.44PC i
t 'R-7+97.78 gravel, above filter fabric. >m� �� PVI ELEV= 4950. 6
A.D. _ -2.968 -1.070X
I'
/I 112'Utility 11.7 ' VC
Eaeemesl 4940 ExlsOnp ground 4940
s I a1P.1 AS-BULT DRAWM G
NOVEMME Ma hew Bird Circle
I I i-o, Y004 Pigh Curb
I I/
Sta. 6+78.90
�I---candmoted-C a standard alley
I aooroach oar d. dwq 02529-7 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
I
--1- y' AUEr _
PT-4+1 -6+7.35, -
4950 4950
---- ---
L10'utalty Mathew Bird Circle10 .00' vc
Eaeemaal • Crook La Mat e w Bird O
\ u,P i Ri h t Cur
109
nil curb o Right Curb
`\ 108 InataN�dOd.t I Q I _ a4 Top bail of s$ Nosta/p R; r g
\ - - - _ marker signs per 1 106 1 roll-over curb ^ LaneA
R -
y C.O.B. dwg No. yE _1'0 0% � . w
\\ H 1z�utl.� 02810-1 1 I €_ a g
/ \� (tw;T� PC 15'R-26 Y.63 -.--.- od00 n'o$ no cur, t >
`` o P/ 5'R-27+61.2fi POC Grill- £ 4940 d PVI STA = 14+08.96 W 4940
__---------_ 15'R=26+37.7 PT 15'R-27+B8.86 - 1 E _ PVI ELE = 4936.46
PT 15'R-2 .91 / PT 15R 1+511M PT 15'R-0+3 S L ; A.D. = 1.965
1.070X
\ E
8407
L+Qo E Nng Around _
v / \\ + 3400 Nw .y.`•.w.Aww- _L � a$
4+00 S5' 1/4YAWW AWU il It
ia o+33.dI L - nil LOW POINT ELEV = 4936 88 �-
?h 4
z• LOW POINT STA - 14+31 04
/ - e _ ♦BS
In ad madr 1s-0+27.13
per P.B. +d 2p- ignsoandp-sign par t >g
4930
2d 49303 F 1 O.B._dw o 02810-1 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
J
N'r„'p411jDESIGN Y: A AWN BY: �'y'y] �1r,� ry�
p DAJ 02/01/2002 DAJ 02/01/2002 DRAWING SGAdFS: l319@ U s p @W7 (�nnnn(m/p7(�tlrwl o a a (1t� y�
Rocky Mountain Engineers, f.L.L.C. � �; VI A CK 1 PLAN VIEW: HORIZONTAL: 1" = 50' AUr1��/��1l�L��// �]L�UIJ���jJL"�JL>�Vl�-1 l/11�JU\�Jll�TIT/ (��(�Z�JL� NJ
tx Pe4xel.W temp. 6-Sep-=2 I�tL�J ll IlLL�JuI L:JLi11)LJ @MB@L R a t1L �J Ll MY N.CENTER i aA_eves...exa�ne,l a_". Tart CONTOUR INTERVAL: 1'
a1 Rw.vN.Nlgnm.nl 1-Wet-21p� r ,
5853 E5 r A,_e„rt Deae 16-4 -tow a4pa �® _ @4G1a �� 349 � 4 Civil Engineering & Land Surveying tk r PROFILE VIEW: VERTICAL:
HORIZONTAL: i" = 50' Q Q
r4 l VERTICAL: 1" = 5 . 0
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4659 4tI�ER1,�"ytp? DRAWING FILENAME: /WM3-Ae-Blt-Streete.dwg 11/16/2004
4950 Ste. 15+09.26 49JS .7 - + \
4950 D0.00' VCEN
Installed Inlet apron ann I I-f � M/ AV NI OO. ' VC a th e Bird Circl chase per C.O.B. I dwgs 02529-12 k -14. Inlet ` f� a
chase width to be 60 inches - x x L ft Cur N and height 1" 8.5 Inch../PVI A = 20+67. at curb side oplatng. See/ - i y' ------ - 1:8 PVI LEV = 4939. Inlet chase details, hC•t� � - 8+ g UtIINe gAD. 0.480E2ewnen+ n Si u m /4940 _13& 13!` `\ J 13
4940 PVI STA 15+00.36 / \
0.00X 10'lhNlly I \ 1
PVI ELEV 4936.07 0. 7 Sta. 1.04 Eo(attp.)"
A.D. 2.116 Ivlalled-1
\
1}, wide_crosa�on \\ \ _•�- Pt/16 -\ \ iIg 1�
C.O.B. standard drawing-025
_ -
1J+4258 PC-12+97.39 i �
OW POINT E V 4936.3= ALLEY
/ \
OW POINTS 15+09.2 I / ^ / $ \\ Esew". \\ \
Exlal/np go Pund Ste. 12+9 .95 its. 18+ 9
Constructed City of Bozeman standard Constructed City of tzemoFston ird \ 11
4930 alley approach per■Id dwg 02529-7 alley approach per d dwg 02S -7 \ 1O \ \
/ ��/�4930 } } + + + +
131 / / h9V ��5 \\` 10*Wild
r.
�\ \
12'utility \\ 1 (tw) r1
a the Bird Circle? Eaawn.nt N `' 10Q
(,p.)
,ss-21 3.01 \
1
Left Cur 5 ---- 1 --r- - ---------
PVI STA 2 4950 \
V PT 15'R-19+76.54
=
4950 PVI ELEV = 945.88 945.88 �
$ no curb - A.D. = 2 020 W W.
R Nostalgia H Woofing p and - - _ In to street 16
3 Lone 9 ma • algm per 2TW�L4�
tl d _
m .0 B. dw No. 1
N
0.9807E m ^ m ++ -.. --.3H9 -. - -
00
P b N '-
d App x7m°N PC group wafer '" e - / - $ ----
1 1
A >ti surfs - MOy 22, 2000 N N + W _
j 15R 20+43.37 • 1
PRG 15'R-22+00.92 1
4940 � 4940 �12� jt28 129
Top back of i - n _ 11 II /101
roll owr curb I' I 1 Installed efr•al marker 1
44.500' nor 1+73 City
IA"Ity Conslr°led City signs and dap 098 per,
psernu+t of Bozeman standard I 1,c.a.B. dwg Nn, 0g810-f1
} } (type) / alley Opp each per •I 1
+ 0 + 4+ + + --- _--rtd dwg 02529-4
/ ALLEY i N
Note: Use 75 foot transition to warp street
crowns to intersections or valley gutters- ------ _1A�r
4950 4950 �I I
10 .00' vC 100.00' VC a curb
P7
� +2p180
39f R
Mathew Bird Circle N Lanel 11� 117 �16 , P7. l
Rr ht Curb Note: Geogrld Installed from centerilne Sto.
ro n a 0 20+25 to Sto 21+60, Sta. 24+95 to Sta. S
� 1r uany 1 ry f 1
r M M 25+85, and Sto 26+75 to Stu 27+10. Easement I I
w m $p STA 19+ .54 co
i Geogrld Installed at bottom of pit run gravel, (bPJ
above filter fabric. c t5'-23+01. 2
PI ELEV = 49 .31 �IVO I
A.D. : 0.4 '
m PVI STA = 14+08.96 Z' W 4940 11 1 I
4940 PVI ELE 4936.46 0.549%
A.D. s 1.965 1 I I
0, 9 AM LT71f LIRE
/ ExIe n round - ^7 1 /164 1Insta /
LOW POINT ELEV = 4936 68 ``- 20 00 mark•d slr••1
LOW POINT STA = 14+31 04 C.O.B. dwg No.ps~
09810-1 T 15'R-23+65.02! ! I
10'utility/ !
4930 114 E(°"�
4930
14+00 15+00 16+00 17+00 18+00 19+00 20+00 I
11 / f I
Ste. 2 +83.49 I i 8
Constructed Cl fy of Bozemo ndocd + / I I
alley approach d-d%gp 599-7- n I / ` I
a the Bir Circe z 105 1
I
H ALLEY 1 - 1
gh t C rb
4950 PVI STA= 26+IC,93 -----------
4950 1 / I .• l
o curb q Nash - /
T: PVI ELEV= 4946 16
st
erols 9 Crock x .O. = 1.294
Lone no curb - ! I
nm Ex of. round 10 f 11
M installed
0 25 50 100 markerd street
signs per 1 / 106
a+i + Appmotimate growetwofer surf C.O.B. dwg No. I 1
u J May 2, 2000 ,PC 15'R-26+11.83 PCYi5'R-27+81.26 POC Gaf-0 W
scALE: 1"= sa' o9ew-1 r e
4940 _�_ T 1 'R-28+37. 7 PT 115Tt-27+e6.Be8 1 a
4940 •• PT t51t-2 et - ° le
_ V / PT 15'R-1+58.71 P7 15'R-0+23 fg gu�
Top ck of a
tuff-Pw curb 3+00
� !L Ii/AKN'IIBO CANCiLf � i?°o a
20 00 21+00 22+00 23+00 24+00 25+DO 26+00 27+00 AS-BUILT DRAWG '*
IN
�-- -Jnatalled strut_--_- 1 -0+27.13 �n
marker signs and PC 15 R-0+0. c a
2'utility stop sign per 1D.1. FOG
Graf-
_t WA-Ne,.. s9s10-, I
DESIGN BYDATE.0 01 2002 A A02 Ot 2002 DRAWING SCALES: ryy) r,� �yI A D D 0 c o A
/� =. y DAJ / I DAJ I / iAJQi�lJ W[gL%[0@ �f)MMW P�@g t
Rocky Mountain Engineers, P.L.L• � �'ry REV SIGNS ATE: Y 0A PLAN VIEW HORIZONTAL t` = 50' �]IIL1L�1�Ll
Paeaatrlm mmpa e-aq-a004 a�t�fy7 o p �y�/�� o e O
RAY N.CENTER $ sae.sews...agnmral e-s.P-zaoz CONTOUR INTERVAL: 1' �u UTL7l1E/ � `V'tAn1l`715L9
5653 ES aay. aIa"m.ar 1-uu-zaw
Civil Engineering & Land Surveying , A.eaNl ail•. Na�2�4 @Qpa 1 - @c[r& 'Offos"It i°343 OO( 4
PROFILE VIEW: HORIZONTAL: 1" = 50'
4r VERTICAL: 1" = 5' �bii' Q
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rgllffR ` DRAWING FILENAME: /WM3-As-Blt-Streets.dwg it/16/2004
93
�d \ 4950 50. VC HIGH DINT I LEVN stalg a Lane HIGH DINT TA = 942.1a o PVI TA m 6+58.01 4950
, s North Curb =" =4942.23
I PVI
LEV
\ m M STA: 8+ 2.77 ELEV: 1.88 `:*; A _ -3.115
- 98 \ \ .��. v
•$, n p1 p Now aw a seA : +
utility
tIR \ / o + o w ExfiHnp grou d PVI 5T = {+07.84 1.658
end + In Li HIGH POINT ELEV 4941.25 PVI STA = 5+22 1
PVI EL = 4940.74
/ e�lll��` > HIGH POINT STA = 2+81.60 PVI ELEV = 494056
13 J \ .i Lam' g m W 0. O% - .500X A.D. -1.285 .D. _ -0.402 -1.457
13j3 \ \ J 1\ 4940 t.07 _ - - - - 7 -c3 -
�' J 10' twty / \ \ \ \ PVI STA = O+47.60 STA-= 2+ 1 iW $ 4940
I / \ E0••�ns�nt \ ELEV 4940.20 °`+P I ELEV -r9 1.37 N .o m� •a ,� n Match existing
(lyp.)` \ / \ \ PVI g 'a _ n m p!. n N N curb G•of tud
-- \ 99 \ \ A.D. = 1.1 so n A.O. _ -I, 1v o $n �v a le O1� � at SIC 5+65.31
I --�.- ---- -- --�- Top Of + P + Y b W + + jai
------ roll-O r curb N ♦ n M ♦ `O'1Y - ♦ .n oi 4. +
ALL& \ / \ ��\ V m u U G U WW •m
STA 6+43.42
Yoth.w p 1 ELEV 49 1.97
100.00' V4 C'1d 14.5 VC A.D. 0.760
10'Ea eUtilitymint \ 11\ 4930 4930
I
\ _ 0+00 1+00 2+00 3+00 4+00 5+00 f.+00 7+00
I � I / - (t 1 ` 1 �af�id�k•.� _ i \ In Ib shed
I I / `•f / 1 Irlork9,signs Per \ ma er igns and
r� 5 C. B. aid. dw 10 Utility da sig per C.O.B.
�35 134 �133 32 \ 131/ �tt, od610-1 0 E(fie t \\ 1efd. wq. 09810-1 4950 4950
\ 2 GIYIy r\
I - PC 15'R-0+00 Installed NF marker elfin. .r 1 E•••n•nl \ 1Q[� e z .95' VC
Nostalgia Lane
+ .60 C.O.B. #d. d g. 09810-1 \ / (tyP.) 1 y 1 « STA: +40.BY ELEV 4942st,
• PT IS'R- \ / PC 35'R-6+85 J1 \ $ b SO th Cu b Neu de awb
------ - -- --
---- ---�-. ��--� PT1 -4+32 C4 Pd 15'8e4t PT,S'R-6+83.J 1 ,0 1. n
LOW POINT ELEV = 49 41 LOW POINT E V = 4940.5
• P713R-4+97.51 PC 15' J6.12 1 euE ig g.Nv Ex/slln round LOWPVOIST STA4+80.59 46
LOW POINT S A = 5+03.5
I _ �•-.eao �a +0 0 0 PVI EL = 4940.38 -0.s60 PVI STA = +02.35 X
8 W = n HIGH DINT ELEV = 4941.18 PVI ELEV = 240.48 1.
ARTIW 1 o E "lii u yi HIGH OINT STA = +78.94 .D. = 1.796
6 W bee ss.a6+3 A 1\ c Ti i�V Uu A.D.. = 1.506 •00•X .0�
>✓J ss' St.. 6+32.6 L 1 o e e » W
I 510.8+40.62 R u e w; 4940 1.070X mm 0. X ` - -D. _ _ - - -
31 VC
i 1,u 2 LAW POINT ELEV= 4931.99 ` i 1 . N n ^ 4940
._ --_ i PC 1 R-4+51.2 - T I o LOW POIN STA = 0+1 64 M ♦ ,n m
- PT 15'R-S+/5.s2 fN
/ -- -- --- - PC 1SR 6+51.1 o m o xf
I pCtt !go- �_ PVI ST =0+11.47 4 P I STA = 2+7.94 0.. of
1 t2'unary ✓ \ Installed e \ PT i5R-6+7t1t8 1 0:4 N i N Y +n $m
I \ febl wide PVI EL = 4939.95 ro back of P 1 ELEV = 49 1.28 01
Ease l a.a u P w m + a + a+ ♦ul
t'y" ` croespon--sLL per .0.8. std. 1 PC 3�-6+73. A.0 = 1.570 roll-owr rb • A.D. _ -1.0 M v �~ c�i.•
5.5 i/123 124 125 126 1? }28 129 1 ` 11 ��1 11 m m 29 23.32' D
I r 1 I I 100.00' VC I I PVI STA = +39.18
PVI ELEV = �941.60
I�UINRy / ( I Yalhew _
ht. pt ls'R-o+2z.9s 1 I �
gt A.D. .182
rd
49300+00 1+00 2+00 3+00 4+00 C1roN5+00 1�+00 7+00 4930
/ -- ----- ---- ---- - ----- ------ ----I 1 I
Me
�, AU rr
L• I '� I
b pN I 10
t oy o,utaltt / ---- /I T ( I so.00 PVI SIO, = 0+47.80 10.00 VC
i 0.00' VC PVI STA = 4 17.56
_ \ (typ.) \ I I I r PVI EL V = .9034 5 VI ELEV = 43.70
117 1 � I I A.D. _ -1.034
122 121 120 is- 11�\ � i16 I I , $ N n A.D. _ -0.02
I � r
k 12'Utility / / / 4950 'n N 00 n
I ` Eosement I 1 o a m v 4950
Installed afrest marker a ne per (typ.) l l .• Gi .r a _ w
�' ' W u v PVI STA - 2+57.58 v + +
_ �L/-�.� �' Top bock o W PVI ELE = 4944.50 W .. ..
I PC-15'R-D+Oe- q.0.0. d. dwp. 09810-0 \� �1 -4a6 1 1 /1 V u' �Il A 0 M 1°
I - s + roll-over c rb -1.000
Note: Geoglne Sic. 4+led from is 6+llnn
6 W -@,W * 1 � I Nostalgia Lane Sic. 4+00 to Sic 6+40, and - _ -0. OX
/ Nash Creek Lane Sta. 0+15 to Sta. 1+35. 1e70
MOW CA'UW 5.5' ���CA,� Geogrid Installed at boMom o1 pit run grovel, HIGH POINT LEV = 4944 7
t400I / I above filter fabric HIGH POINT STA = 2+57. 8 .9 o
a 1 Exlsll
Installed at PC 15R 4+29.89 i 1 Q4 / 4940 0 + gro + O1 4940
marker sl ---- -- /IndolYd tea, wia. gg NashCre k La e _
I r 12'Utility C.O.B. aid. dw P7,sR-4+55 • crosepary per C.O.B. old. / S
Easement
/ 2S North Curb
\ D9D1D-1 ( dwg. D 29-1 / I W W
I clrp)/ 111 112 113 114 115 l5 / Ea:n'"-t-i
I 11Q.- 1,p / (tw)l / I o+oa +o0 2+oa 3+Do 4+130 5+00
( I pT 15'R- 5 10' Ilty I
I I PC I S R-0+00 tom)
/I I I I
ELEV 943.57= 0+11.47
-----[ - - _ / � // PVI ST HIGH POINT ELEV = 4944 37 PVI STA +42.69
PVI E V = 4943.27 PVI = 4
�.T. ` ' 11/ 105 / A.D = 1.570 HIGH POINT STA = 2+57.48 A.D. _ .506
0 495 2 .95' VC 10C.001 VC 25.61 VC
I �-------------- - / n m„ N PVI STA = 2+57.46 0 4950
�\ 10'UINi<yy -------I I $� PVI ELEI = 4944.50
1 \ Ewemant L h +o +o m A.D. -I.000 w +
\ \ (tom) / I / o o v fop book oy ♦ v ♦v .O1r
\ I 1 vi u Iii u roll-owr cm W CJ
U U V V
\\ \ 109 108 1QT i / u u _ u 0 W
\ , ` tlrno 106 ow
inl(typ LOW POINT ELEV = 494 .31 W POINT ELE : 4943.61
\ l' / / I
LOW POINI STA = 0+15 61 L W POINT STA a 4+38.39
4940 ExlsHnp prom,d 4940
ash Creek Lane
84 / / \\ L 0 25 5o 100 So th Cur
/ ' ' S.5' I/C111t1► L - / SCALE: 1"= 50'
0+00 1+00 2+00 3+00 I+005+00
/ sty `� .i ----- -_- -�_---=-- ---------- - j- AS-BUILT DRAWING
Nov�2004
Rocky A4ountain Engineers P.L.L.C. T REI A A DATE: pRAWING VIEW.
DAJ 02/01/2002 OAJ 02/01/2002
r } i1/r4rREVISIONSinoA PLAN WEW: HORIZONTAL: 1" = 50' ��� 4 D O"" ' v�-t o L>-L11•I1,+1V�
P•a••Irlm ramps 6-S.p-200z
? RAY H.CEMER y Cm nlwn•,apm..,6-sq-zao2 CONTOUR INTERVAL 1'
�. 5653 ES R•r.w.pNe.menl 1-Ma-20D4 111.J1`r�V�Li-.1L�i�4i1 L5LF.1Lh.L� CS3 WL;+WVW `V'WLwiL=SLA� L5L�IA 1�. LII.AAIf�LfL1O V L�IlIJL�L7tJ LI V
Civil Engineering & Land Surveying 1 m-BuMI Dwpr 1e-No.-20a 0
;r .. PROFILE VIEW: HORIZONTAL: 1' 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 411IIIERtAND``Orr DRAWING FILENAME: /WM3-As-Blt-Street9.dwg 11/16/2004 VERTICAL: 1" = 5'
4 \\
49pp35 , .7 AN
J. 1Y
\�• ` \\ Ih o�tn rI Alley CCfNowBns
HIGH OINT ELEV - 1940.52
I�
SOU HIGH DINT STA +28.75
w I
�1 .\ con nos 4940 - 4940
98
E yp.)t \ / •\ \ \ \ o Exlslln Ground/ +
\ J \ \ J\ �r ao P I STA = 2+2 .75 e OR 13t 1$ \ \ ( In n P 1 ELEV = 49 .77 in
A.D. = -2.0 0 > > a
o++
\1 \ u o W 100.00' VC
99 'o' J
I I \ \ 4930
4930 m
Il----------J- ---- --- --1--I--- ---� t-
\
i 1+00 AUJT 2+00 3+00 3 1 yy \\
11 .
------- ---- - -- y Nop Ile*_ terlrne•,\ `! a,�'�
, 1\
0+00 1+00 2+00 3+00 4+00
I ( >\ l ,130—\- '10'UtNlty.
-435/ 134 �133 132 '� 131/ \5t1 \\ Ee(; t \\ \,' 4950 4950
�r / \ 12'Utility Eonmant 10_Q r\\ Cen ral A ley
\ ' \
\ enterline
HI H POINT EL = 1943.97
--.---- -/,./- ------.�--- \V�--...f _-ter \ \ \ 11 Existing Ground HI H POINT STA = 2+41.88
QQ I
I 13 w A1asr 6 w 6 w \ _ ---- ---- —
494 c CL flowllns + PVI STA = +41.88 m h� 940
.r -..... •, .. .. .. - .. _ ul PVI ELEV = 4944.22 + I
- ---- ----- ----- -- -- -L--- ------...�`_- o+: 6i A.D. - - 00 N on
D 0 4
utfil
fanr�s VC
r`123 124 125 �126 1277l 8 129 11 1� /101 '� I
I /
\ \ lo�utlH�Ey--
a93o
,/(b4) / i . ,i i 4930 0+00 1+00 2+00 .5+00 4+00 5+00
1
I
.HIET'
South Alley
E(0 t `17 Cent dine
'I �22 121 120 119-- 11 �16 r
I 4950
4950
ExisNnp CL/flowllns HIGH POINT 7LEV = 4946.57
X '\ I r r
ICH12'Utility Ground H POINSTA 2+0
Eossm;t
/ I v P I S - 2+06 V T - a
PVI ELE = 4947.12 v
9 W A.D. -2.000 a o a
W o
I mmm amw IAA S.S' AMM L1RWr MINE � 1 / 1 22 o ' V > '�"' 4940
I 1 4940
3 I164 a+: M:
- --f�- ---�- ------ ----- ------- / rr r my w mN W
1 I r r
I I �12'UUlty
EasYYnsnt 5' I / 11Y UtIHy f
1(ty) 111 112 �113 114 115 r Ea(tsrYsny�, / 0+06 ,+DO 2+00 3+00 a+aa
r r
00 � 1+Do 2+00 3+D0 ---- s+ �// 105
1 / I
.-/------------
\ \ (tyo) r
\\ \\ 109 108 107 /r r 106 rr I
I
1, IV Utility r
(tyaT
� p"T-'
r r
---- ------------ - -- ---- ----I oN 1,
\ '
$4 --
/ \ � 5.5' ���B/BD CIACLf ' �- SCALE: 1"= 50'
AS-BUILT DRAWING
NOVEMBER 2004
/ -------- --�s� -- -- -- ---- ---- ---T
,w.,.11 DESIGN BY: OA � DRAVM BY: DATE:
�, �T� '�Y,191I DAJ 02/01/2002 DAJ 02/01/2002 DRAWING SCALES: _ ���4 j �QDOVIJ �VUDD�VIJU�OO W 11�lIUL+1�Q I,l�Jf'�,II��II��
Rocky Mountain Engineers, P.L.L.C. RE n90N5 DA CHECKED By DATE PLAN VIEW: HORIZONTAL: 1 = 50* c�L!li L5L5�
P,M,lnt .�. 4-Sp-20D2 OVA C�C�[�]4mlq A @@@cif 1] Lamg�`I OG G30�IC I C 14�
RAY H.CENTER 0b.,two, d'a"^""t 4-S,-200x CONTOUR INTERVAL: 1' 0
�. 5653 ES S R, v✓.ell97t 1-N>-200Y
A,-euYl Dr 16-Nw-2004 PROFILE VIEW: HORIZONTAL: 1" = 50' U�47 LJIY 'zT
Civil Engineering & Land Surveying paraaoa� 3c�
sl VERTICAL: 1" = 5'
1700 West Koch Street, Suite 7, Bozeman, Montono 59715 (406)-586-4859 �``4 f'fR ``��`> DRAWING FILENAME: /WI As-Bit-Streets.dwg 11/16/2004 __
� O a
AS
ad 7:3—
O ----- ---I-- \ ~ O
i 6"water Main sill
r
_ I
N
RE EI0DON
IN
I Cf) I
I ' I =i
OD
I / /
s6 I, \ i Ile, I it,, I / 1 � I M /I T , IIIN I
M/ WCO
I 1 I I
J fV I � A,� o � I s i � I L_ J � I / ov O
IMell ouNel ehuelUn /� /N W }}I I N w M / I 15 41 M `� I I I I ;� N I I ' I I •/ I N
p.r dNon,.n.N sDs. co
/\ ,n� 3 I
i\ \ I ( IJ �� I ` ` r- N
I
I I l I r
I 'All
' N -
' 0 I i , ---I
�NIfJ C7
j e I
N i rs I L _ OD
i I----- I- - ----I ------ --� ------ - �� // I
I'
y, -
Ss.g SS.a
( 9351
I / \y ---- -- — --- — —
.le a ouM.l .. _ _ _ ' a0 -
]A,
a, Vra ISen ele«
.r c1y o1 «non IN Send s« I 1� \\ AS-BUILT ORAWINd
C.O.B.Ink .02529-T2! T \
14. IM.1 e..w ro a w NOVEMBER 2004
[-he.. 00
e . clef I en�w wi°i `\ CD \\ 00 R OD 1 I 00 + j h
Zone /l \ �, g I I - '� /
h
Imo, .r Zones d E
14D"�«.�VA-,
�—
�` I LiSA
K too-
rrrl,ts'of> _ 1
�?e THE, CREEK D zs sD
MATH uo
\4e, BIRD a an fromF£M.A.'rn .
Of-B°zbR)gr[ SCALE: 1"= 50'
mgf111 1'' ATE:04/02/2002 DAJ 04/02/2002
A [�I COS
/� =id°�Tv1h �� DAJ DATE:
DRAw1NG SCALES:
Rocky Mountain Engineers) P.L.L.0• o- � p 5i A d1E Y DATE: PLAN VIEW HORIZONTAL: 50
CONTOUR INTERVAL: 1'
=
RAY H.CENTER As-Built Drawing 11/16/2004 O D D D
sBs3 ES �D9 OQ
Civil Engineering & Land Surveying s PROFILE VIEW: VETICAL,HORIZONTAL: pdL�Gl
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1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 rr�r`4,�'Pq" .1.N,�`- DRAWING FILENAME: /WM3-As-8It-Grading.dwg 11/16/2004
VERTICAL SLOT IN OUTLET STRUCTURE
SLOT WIDTH-SW
VARIES BY BASIN
PVC PIPE
-OUTLET DIAMETER=OD
VARIES BY BASIN
OUTLET STRUCTURE
HEIGHT=H (ABOVE GRADE) _
VARIES BY BASIN -
N
OUTLET STRUCTURE:
ID RCP, INSIDE DIAMETER-ID
VARIES BY BASIN
OUTLET STRUCTURE DIMENSIONS
Basin / SW ID OD GRATE SET A MINIMUM OF 12" BELOW GRADE
3-1 5-7/8"A- 24" 12" IFCO 700-42 FILL WITH CONCRETE TO ELEVATION OF BOTTOM
3-2 1" 18" 18' 8" IFCO 788 OF DETENTION BASIN
VERTICAL SLOT (FULL HEIGHT) FOR INLET TO
STRUCTURE
Place /3 rebar as shown, 1" from bottom OUTLET DETAIL FOR DETENTION BASINS
surface of 4" thick concrete sidewalk
NOT TO SCALE
steel plate
0 6' varles 60' 6'
LLPlace /3 rebar 16" a—c
both directions
Section 8-8
Inlet Chase & Sidewalk
96' Inlet chase width to be 60 Inches,
4"x 4" angle welded Place p3 rebar as shown In height 8.5 Inches at curb side opening.
to Yt" steel plate 4" thick concrete walk
A typical both edges 2%_, ad
Inlet
A ran
steel plate77 6% -
1.5%
90'
Place 03 rebor as
\ shown, 1" from bottom Section A-A
Y surface of 4" thick Inlet Chose & Sidewalk
6 concrete walk
i
i
\s
/ \ Inlet chase width to be 60
inches, height 8.5inches
601' at curb side opening.
ing.
N"
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an G
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9°aµatGo \e\ P G \
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0 \�A A DRAWING
NOVEM 200
NOVEMBER 2004
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Plan View
Inlet Chase & Sidewalk
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Civil Engineering & Land Surveying r ses3 j PROFILE VIEW: HORIZONTAL: U ��p 4.099V L U 4JLLti� �D�F1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 adyf�R ` � DRAWING FILENAME: /WM3-As-Bll-Groding.dwg 11/16/2004 VERTICAL: