HomeMy WebLinkAboutSouth Meadow Minor Subdivision Lot 1 Phase 3 SOUTH MEADOW MINOR SUBDIVISION
LOT 1
WATER, SEWER & STREET IMPROVEMENTS
BOZEMAN, MONTANA
SHEET INDEX
COVER SHEET AND DETAILS
AS-BUILT DRAWING SS1 — SS4 : SANITARY SEWER LINE — GRAF ST. ANC LOT 1
GENERAL NOTES
W1 — W5 8" WATER LINE — GRAF ST. AND LOT 1
—
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO ST1 — ST5 STREET GRADES GRAF STREET AND LOT 1
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION,
THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING
CONSTRUCTILII' ALL UTILITY LINES DAMAGED DURING CONSTRUCTION Montano n
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. UMa Rd. St.t.
2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND 1 unl„arMl <THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, f I I 8 TYPICAL CROSS—SECTION
DATED JANUARY, 1996, INCLUDING ADDENDUM No.2 (B/D8/00), AND THE CITY OF - I m
BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING ADDENDUM No. 1 (2/19/98) AND Kagy Mw, Gr^" Street
ADDENDUM No. 2 (3/15/00). L--I /
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS sta<w Rd. / R
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER I L r Ka9r&�' I 32.5' I 32.5' -
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. I
4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT ISNITE m 1' S B�7I� TIES' 1e.5' Ell 5' fl
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER °' II
WORKING DRAI T'1GS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND 1 - I 3'A ALT PAVEMENT
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO 1 l - .
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE L----- 1� 3� .2% 51
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND ��
MATERIALS Bl- fHE ENGINEER. °' p 8 1"-MINUS CRUSHED GRAVEL �5,WIDE SIDEWALK
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL r-- CITY STD.CURB&GUTTER
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. I IE; a 24",6"-MINUS SELECT SUB-BASE GRAVE
U AMOCO 4552,NON-WOVEN GEOTEXDLE FABRIC.4"WIDE FRDL1 BACK
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION I-- I OF CURB TO BACK OF CURB,MEETING MDT 1995 EDITION.STANDARD
OF THE CONTRACTOR.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION
. .
7. PROJECT BENCHMARK: NORTHEAST BONNET BOLT, FIRE HYDRANT 770 AT y �' 713 13 FOR SEPARATION/STABLIZATION-NIGH SURVIVABILITY.
THE SOUTHEAST CORNER OF SPRINGMEADOWS ASSISTED LIVING COMPLEX. R
ELEVATION = 4934.42 (CITY OF BOZEMAN DATUM) r "�
8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. - 1 TYPICAL CROSS—SECTION
9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED r1 O "A" STREET STA. 0+00 TO 1+01 AND 5+07(W) TO 13+71(W)
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. "A" STREET STA. 15+99(S) TO 19+63(S)
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING , , "E", AND 'IF" STREETS
ALL OPEN EXL,AVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR. I It
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH. H
1' 4 14.5' 14.5' 1'
12. DUE TO THE SOILS AND HIGH GROUND WATER THE 1116'BENDS SHALL BE RESTRAINED. � VICINITY M A P
THRUST BLOCKS AS SHOWN OR MAGALUG FOLLOWER GLANDS SHALL BE INSTALLED I
ON THESE BENDS. N,11
3"A AL7 PAVEMENT
13. WHERE SIDEWALKS MEET INTERIOR STREETS PEDESTRIAN RAMPS SHALL BE CONSTRUCTED 'T 31
IN ACCORDANCE WITH A.D.A. REQUIREMENTS AND MONTANA PUBLIC WORKS STANDARD 3>, 3,y
SPECIFICATIONS DRAWING No. 2529-8.
4'WIDE SIDEWALK 1.1"-MINUS CRUSHED GRAVEL ', I I
SEE PLAN SHEET �r
FOR LOCATION 24",6-MINUS SELECT SUB-BASE GRAVEL
AMOCO 4552.NON-WOVEN GEOTEXTILE FABRIC,42'WIDE FROM BACK 18"WIDE ROLLOVER CURB&GUTTER
OF CURB TO BACK OF CURB.MEETING MOT 1995 EDITION,STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,SECTION
713.13 FOR SEPARATION/STABUZATIDN-HIGH SURWVABUTY.
TYPICAL CROSS—SECTION
"A" STREET STA. 1+72(N) TO 5+07(W)
"A" STREET STA. 13+71(W) TO 15+99(S)
DETAIL — EXISTING MANHOLE2 , GRAF ST. "B" STREET
CURVE CHANNEL IN THE INSTALLED NEW PRE-CAST
SEE STANDARD DRAWING 02722-5
DIRECTION OF FLOW IN FOR CHANNEL ALIGNMENT. MANHOLE BASE AND BARREL
THE EXISTING 8"PIPE SECTIONS. CONNECTED TO
EXISTING 8"PVC SEWER LINE WITH
TOP OF SHELF O ELEV.OF MR 0288/e"Cl/PL TO e"Cl/PL 1' 4 14.5'
• COUPLERS 1 FOOT OUTSIDE OF
TOP OF NEW B"PIPE 4.0'
MANHOLE. EXTENDED 8"SS MAIN Imo---ry
' STUB 36'TO WEST RIGHT-OF-WAY
UNE OF GRAF STREET ON 0,50% 2"OR 4"THICKNESS OF FOAMULAR 3"A ALT PAVEMENT
r>, GRADE. PLUG END OF STUB. T 2 1`57. 31
250 BRAND INSULATION. `�}' � 1•_5% J.
BED IN MINIMUM OF 3'OF 3/4 7
MINUS CRUSHED GRAVEL .. 6-2'OR 4" 4'WIDE SIDEWALK
SEE PLAN SHEET 1'
8"PIPE 8"PIPE COPE FOR LOCATION 6",1"-MINUS CRUSHED GRAVEL
0 24",6"-MINUS SELECT SUB-BASE GRAVEL
I �1"PER WATER OR SEVER MAIN II"ROLLOVER CURB GUTTER
NEW 8"PIPE! r NEW 8"PIPE
QS" OF AMOCO 4552,NON-WOVEN GEOTEXTILE FABRIC,42'WIDE,FROMSTA BACK
OF CURB TO BACK OF CURB.MEETING MOT 1995 EDITION,STANDARD
713 13 FOR
FOR ROAD AND BRIDGE CONSTRUCTION,SECTION
3.5'MIN. 71 J.1J FOR SEPARATION/STAIDZATION-HIGH SURVNABLITV.
V
NON-SHRINK I`-
• ,. .'..'- •' .'� ' GROUT
B"S5 PIPELINE INSULATION
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Rocky Mountain Engineers, P.L.L.C.
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SANITARY EWER LINE A STA. e+19 INSTALL 30' (LT)
STA. 6+22 INSTALL 30' (LT)
STA. 2+92 INSTALL 27' (LT)
STA. 9+95 INSTALL 27' (LT)
S7A.10+21 INSTALL
X<w z z rn H i m STA.11+86 INSTALL 24' (LT)
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STA.12+83 INSTALL 35' (RT o$NN �wp
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STA. 9+78 INSTALLI23' (LT)
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STA.11a78 INSTALL 22' (LT)
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STA. 1+60 INST LLED 20: (RT
STA. 1+9 INST LL 33' (RT
N 4960 STAT. _ INST LL 35' (LT 4960
STA. 3 INST LL 34'
'R (RT
' mWw , aSf 14 f STA. 3 ]NST LL 33' (RT
" Ilp 11 11 + F
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4940 �zzz 4940 4950 —�822 —✓Ez 4950 p�-a-y'R
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EXISTING GROUND " " 4950 --- 4950
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X 22'V ,I PROFI EXISTING ADE PROFILE C
104.2 L.F.8 ASTM 3034 —
SOR 35 P O 0.487i i i 8• ASTM 3034
4930 - 4930 4940 1S7 LF 4940
MIN. 15 L.F.B"AST 3034
11 R 35 PVC o 1.o+x PHAJIE 3
SEPARATION
1 5' PHA E 3 177.6 LF.e• �+3031 AS-BUILT DRAWING
AS-BUILT DRAWING4940 SDf 15 PVC O 0.45% MARCH 2O04
_$E 7 dl -- — - 4940
MARC
AS-BUILT DRAWING 2004 PORTION
UNE 2001 PHASE t 2 STA.1+80 r 1+90—INST D 4- THICKNESS
PHASE 3 OF STYROFO 40 BRAND HI LOAD INSULATION 6"
SANITARY SEWER LINE C SA ITAR SEW R LINE D $Ji AWNad AS-1MAY�VMG ABOVE R UNE,BEDDED MINIMUM O 3/4"
rc .1 MINUS CRUSH D GRAVEL. ( DETAIL,CO R 3/4-
4920 4920 4930 4930 N_ _
+o a
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SANI rARY EWER LINE E
4930 493C
1+00 0+00 0+00 1+00 2+00 0+00 1+00 2+00 3+00 4+00
,111p�1 DESIGN BY: DATE: DRANK BY: DATE: n�I M ryy) a fY1 fV1 fV1 fl f1I'V'1
DAJ & RHC 0,/15/200t DAJ & AOR 01/15/2001 DRAWING SCALES: �OO V�W G`�]CC1DD OIJiJ I�OO Lt�IDD OO LAAJ�WOIJtAAJ�
Rocky Mountain Engineers, P.L.L.C. REVISIONS: DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50'
att LA,2E w/n/pOpl oz/IoRom @LaG:]04LaG3�'l G RAY H.CENTER PN.r r E As-ar-own oz/M/mm CONTOUR INTERVAL: 1' D
5653 ES PYI,PN a As-ar-Dwcz osryo/moz fl r)
Civil Engineering 8� Land Surveying °"'°`S `'" °�"°'�°°` ��44 OCR 4
fir^ + - N.a As-t4r-owcs os/Ip/zpa PROFILE VIEW: HORIZONTAL: 1" = 50' 0
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859FfR' P`� `J / 9 / / VERTICAL: V. = 5'
DRAWING FILENAME: AS-BLT-866Lot1-Sewer.dw OB OS 2004
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STA. 0+98 INSTALL 81' (RT)
4950 - - 4950 4960 - - 4960 - - — -
+ a•SAN
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TF.
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SDR 35 PVD O 0.48%
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AS-B JILT DRAWING °°11 PORTpN
JJW 2001 PHASE 1 6 2 0 _ PHASE 3 W „r �SrNc:N TIN >H 'F
SAN TARY SEWERLINE C SANITARY SEWER LI E D s-Bu�D001wwop AS BUILT DRAWING �1 H N, , u,
MAY DRAWING
t; oF1 .i;r
4920- - -- 4920 4930 4930
a
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- - -- - - 4930 - - I--- __ - -- - 4930
1+00 0+00 0+00 1+00 2+00 0+00 1+00 2+00 3+00 4+00
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Rocky Mountain Engineers, i�.L.L.C. rT}� "Y9 OAJ & RHC 01/15/2001 DAJ & AOR Ol/15/2001 DRANING SCALES; %OV/ LnRJ�I/AA1R(L:�.Q�YP@j @mP@ )OLI�J0U0t
REVISIONS: DATE: CHECKED 8v: DATE. PLAN VIEW: HORIZONTAL: 1" = 50• ('�n aO�/_:,\W L( �a��4
S GTY LETTER 02/13/2001 �JL,=.,
'AE RAY H.CENIER oV31 I& CONTOUR INTERVAL: 1'
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Civil Engineering 8L Land Surveying PDR PHASE I.3 05/20/2002 PROFILE VIEW: HORIZONTAL: 1'• = 50'
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 Pq Lp�?�'- DRANANG FILENAME: /AS-BLT-866Lot1-Sewer dwg 09/06/2002 VERTICAL, 1" = 5' Qp
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•Sb I '� ' I INSTALLED 1 I TEMP RARY VALVE W E ALUCS.AND VALVE .0%. 13fQ0 14+W
1 FLUSHING T AT ND,THEN I BEND,PLUG,AND.MEGALUGS. ` \ r
....A GROSS,w 24 DI IPE.11
'�• _ p0 I REMOVED ANN PLU ED. I INSTALLED 1"TEMPORARY FLUSHING
TAP AT END.
_ �- •— SlA.2+78.22-INSTALLED STA 3+12.i 5-INSTALLED 8"GATE I I I 7ED -B x 8•TEE AND M�GALUGS STA.124 DEF C PE Exi VALVE W/N GALUGS AND VALVE BOX
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ISTA.0+00-REMOVED EXISTING PLU D / I - HA`SEI 1 $ P
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_ JUNE12001 I L_
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THE GROUNDURFACE SHALL BE BROUGHT T FINISHED GRAI E ce O
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e -A XISTING GROUND PROFILE
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aszo
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«c^ON d A! 1 DESIGN BY. DATE DRAW By
DATE.
-•� ^'r Y9'+, DAJ & RHC /20/2000 DAJ ZC AOR 01
1/12/2001 DRANING SCALEc:
Rocky -Mountain Engineers, P.L.L.c. REVISIONS: DATE: CHECKED BY DATE PLAN VIEW: HORIZONTAL: 1" = 50'
oz/u/zool �O � "^��QDD OO OOLNDD OO LAAJ�U�J�VUu1J�
att uT1a1 oI/zl/ol �full�I�S7
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rAA X. VAL -Y �: t '� -'-"' - t9 (w/x1EGALUGS AS SPECIFIED). 1
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2!x a +I p <r 31,V WATER RMCE STATIONI G
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' m i STA 17+83 36'LT
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4950 p o > 3 b - LINE A
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I YI p K y LL j w STA.3+BS 20'L7. I I I_ 16 '�'zp _______-__
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< 4 N p < H r r f\ut +�CI ' MINIMUM` SEPIARATION IMUM O
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4940 — - -- 7 LF.
FlNISHED ADE 1•955' MINIMU
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STA. 54 TO 1+94 INSTALLED 2' THICKNESS STA 55 TO 3+57-INSTALLED 4 THICKNESS + ; +u + w „3 n O1; g ^ +
OF FO ULAR 250 BRAND INSULATION 6"ABOVE OF F AMULAR 250 AND INSULATI 6'ABOVE STA.4+ TO 4+95 RESTRAINED ALL a a g n n § -; -vi 3,fi fi,x w x ; +m
WATER LINE,BEDDED MINIMUM}' 3/4'MINUS WA UNE.BEDDED M MINIMUM 3' 3/4'MINUS N.J.CON ECTONS W/M GALUC i F F w j a o a F <� o F Q+�z F F
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4920 --- - _ -- - 4920
NOTE: HASE 1 PHASE 1 & 2
THE WHEN TH WATE, HE 5 MCE STALLEDO O REVEN GHT TO NIFREE21 G ASADE LT DR WINO
OF THE IN WHEN FROS IS IN
THE GR ND -BUILT DRAWING
JUPE 2001
0+00 1+00 2+00 3+00 4+00 5+00 6+GO 14+00 15+00 16+00 17+00 18+00 19+00 20+00
-- - ONT1jd lA1!Ipll DESIGN BY: DATE: DRAWN Y: DATE DRAWING SCALES
DAJ QE RHC 12/20/2000 DAJB& AOR 01/12/2001 Iz G`��c sp@M @oaD@w0m0Uw@
Rock Mountain Engineers P.L.L.C. x% REVISIONS DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' (��) IyI
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--- 5653 ES PR I A 3 AS-.T-.- x3/,�/�xxl W7L'UM o KM & @1T&1TD@m NOW 4 (J0 %099 9
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ABOVE=rL1'
NE.I E I'D E D 14
4+91.43-INSTALLED MINUS-C�GRAVEL. (SEEK�)AI_I�DV I'#
6-D.!i PIPE.AN %
7
4.61�7 W/ IALVE ASSEMBLY W/MEC�Al Ar
F 1qj U AS SPEC
)pq
STA. 5TA,4+4630-INqT-Al �N, 0
+
N,
7�4
STAJ4���O 4+95 RES;;L1r._AUL A,
WER J,
Ar
TA., 0 3", 74:�I�itAUM'4�"THIOWSS I
0 INSULATION
WATE�ra 66ED NIMUM 3'�
!�AXAOEL. (SEE GET I Ef
7
16
-4
SHEET W2 SEE SHEET W2
4960 TN
WATER MAIN - .1NE A E GROUND WRFACE SHALL BE BROUGHT TO FINISHED GRADE
I%-WkTER SERVICE STATIONING WHEN-E WArER LINE IS INS'ALLEO TO PRE�ENT FREEZING
TH .
WHERE THRUST RESTRAINT IS PROVIDED BY MEGALUG SERIES 1100. STA.5+42 24'LT E AN AHEN MOST IS IN THE GROUNC
MECHANICAL JOINT RESTRAINT. AND MEGALUG SERIES 1700+ RESTRAINT HARNESS STA.13+67 40'LT,
FOR DUCTILE RON BELLS. OR APPROVED EQUALS, THE FITTINGS SHALL HAVE V
3/4'V ATER SERVICE TATONING
THE FOLLOWING MINIMUM RESTRAINED LENGTHS OF PIPE. STA.7+29 19,R
STA.7+31 19'R
STA.7+74 37'
0
%
Fl TT RE��RRAINED LENGTH OF PIPE STA,7+76 3 7'L
STA_9+37 39'L.
45* BEND 8' 4950
90* '6 STA.9+40 39
EXISTING GRO)ND PROFILE
22-1/2'BEND 4' 7 2i STA.110+32 18'FIT.
STA. 0+34 Is,IRT.
+ + STA.11+48 30'LT.
ll-1/4*BEND 2' .'J� .
11-1/4' VERTICAL UPPER 7, LOWER 2' STA.11+50 W LT.
TEE 10 EACH DIRECTION ALONG
STA.
STA. 2+52 2W FIT.
D w 12+50 23'FIT.
,1 22"
THE RUN OF THE TEE x.
8'X6" REDUCER 31' ON LARGE SIDE CSF,
c�
FIRE HYDRA T LEADS ALL JOINTS
N
DEAD ENDS 75' +
9
4 MINIMUM
SEPARATION
4940 FINISHED GRADE L5' en
EXI!TING GROUND PROFILE 01 1 11
6z'
0
------ ----------
-------------------
CLAS
MIN.
CDVIER(TYP.) F.
0
SS M 0
0-
4930 SEP
===x JL� Z z-
.,I
ZI J
.0
PHASE 3
MINIMUM
PHASE 1 & 2 - z;Z
SEPARA,noN AS-BUILT DRAWING PHASE 1 & 2
E AS-BUILT DRAWING
AS-BUILT DRAWING MARCH 2004
JUNE 2001 JUNE 2001
9� % >
STA.4+ID TO 4+25 REI'TRAINED ALL + + + +
MA. ECTIONS W/MIGALUG
#rA TER AVA —LINAF A
FOL�W7 - -i -�;0 1
E GLANDS.
492D L
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 00
DESIGN BY: DATE: DRAWN W6____j DkTE:1/12/2001 DRAWING SCALES
DAJ & RHC 12/20/2000 DAJ & AO, 0
Rocky Mountain Engineers, P.L.L.C. REVISIONS: 01/31/ol DATI�: CHECKED BY DATE; PLAN VIEW: HORIZONTAL: 1" 50'
RAY H.CE CITY UTMA 02/13/Ml
CONTOUR INTERVAL: V
5653 S 2�-&T-�
Civil Engineering & Land Surveying �.r—
PROFILE VIEW: HORIZONTAL: 1" 50'
1700 West Koch Street. Suite 7, Bozeman, Montano 59715 (406)-586-4859 VERTICAL: 1 5'
DRAWING FILENAME: /AS-BLT-8661otl-water.dwg 08/23/2004
\ y v ' NNERE T RUST RES$TRAINT IS PR HOED BY NAGALUG SERIES 1100,MECHANICAL JOINT -1' W v —
�' RESTRAIM�IT,AND yECALUG SER 1700,RESTRAINT KARNES FOR DUCTUILE IRON 110 ��
\ y BELLS,OR APPRO�•ED EOU THE Flr71NCS SHALL/fiAVE TNE-MINIMUN_RESTRAINED l'l
LENGTH$OF PIPE. / r I j
\ll 1 l :y i so BEND FITTINP RESTRAINED LENGTH OF PIPE J ` 1 � ! �`" � ./ ,� � � C1 ;tn r�r
3 45' BEND / 6' �-�\- _ / / PHASE 3 / -P ��•�
22-]/' BEND /� / {', 4,Q /� !D
A p}
I 3 11-1/4' BEND, 4 n=` MARCH ooWING
11-1 VERTICAL ( LOWER 2�' CJ l_I / �� //\ �aC - /. Y AS � �W
I � > TEE C 1 E`cCn UI RE TION JIL II \ ��) -1 MARCH k'
j �j y 1.0 \ L THE RUN 0 THE TE� i 1,- ' / \• I,y.1, /� 1.", aIti
' ` X6' RED C p �) 13' ON LARGE S DE y 6 \ G; \� --� /��V �/ C� $-_-,---� V \ �la'9:S
' .a "31.5 AFIRE�.T5M1,EI{.T TtlLL J S .� / ((�' , \ _J ) y�j�.,. //�� kn _ ..�..
0 25 50 100 ' k' XE'AD S L 7 D
ISC4E: 1 50' - J 4U' �1��5 �."`� / �./ BENCH MARK:F.H.ARROW C BOLT.r•.- GJl _ 1ST / 63. -NSTALLED 6"
y T rY- - - 495024. CITY OF BOZPMAN,DATUA�- W/`M.J.'RESTRAINT
> 3 \ i C_\` A.3+76.87-MIST a 0�
L __6 INSTALLED FIRE
6' TEE , ! - CAP
A,�"`} 7 \ / -I 8 D. E.AND IRE HYDRAN f \ '
7 y -a ) \J / _ _ •M}/AU L(.VALVEi ASSEMB Y W/�M J RES T Af{ 1` . S
1 (_ ♦ 1/ L4'2 L / BENCH:MARK FH ROW CAP'BOIT f
a \,. 1 \ ELEV.=4953.J6 CITY OF-BOZEMAN DATUM '..� ` \
STA 3+50.60-INSTALLED B v 6"TEE •\ 4949
EXISTING 30'WIDE WATERLINE M \ ` I )-i-. '\ �O LF., D.I..PIPE.AND H �\1
,EASEMENT. / /� f v \5 /AU%.VALVE ASSEMBLY BEND,W/N.J.RESTRANT I /
J C /. r.0+18.82-I STALLED GA v $ r
_r- i ` / \ r-, T 4 N.J.R /AND V VE- / x Q 9 /'
�/` A j2 a ,I{
( ) 5 1 /0 r) J l 7 VTrI STA.1+87.4OVt
TO 1+9s14 INSTALLED
9T 4+58.42-INSTALLED 24 x 8• - v �nuTY T / lfrlllTT' / / / ) '-I ( JJ\\((! �\ TH ss of sTYRaeoAM
56.23,AND VALVE BOX. r / \ \\ / Q+\. !/° ') L r
\ \� l /f
22 11 G CS / /� WWATER U1{$E,LBEDDED IN/��NIAIDIM \!��1 /, \
} Y X 4 / C / \ \%/ OFVL}"MINUS CRUSHED I �r l`
L.� �i "� \ GRAVEL(SEE DE IL CO�R_�FEET)- �'--
J / (^> A A �'�_ w /7(
`i
_
--I A--MILT �jq S3t3 �� Q 9__ \` /srA
7A.4+08 TO 4+30- RESTORED. ,���� - \ `�` ` / Cn " //`•�'�� S Cd / 22j'Bt\ND,W,_0+4.RESTRAINT
TRAIL AND TRAIL SURFACING TO TT t �` ; \• / 3 -� / /' \. / c�!, \
_PRE-CONSTRU 110N CONDITION. i \ j1 .yL � �� �' �\ ( jJ \ � ,1 ,-�''J /�
6"CLA '51 D.I.PI v F ' 1 \ \ Q wTA.M.d RESTRA NT ES ZO 82x B"ATE / •.��
.97
oo
/ / +tiry// \ \ WITH y ALUCPHA9E INSTALLED AS
`�i REPL/(CEq CgtP.'stOP W1TH PLUG. °'n)
1 >t, i �L / PHASE 3:REwI6£6 CAP AND INSTALLED
(r�yt'f � �: L _ \ , o° / /y a „ '1 ///y _.ir ^J 7e2�VVV/�/ � X Q i �` / GA> AdYE W/NEGALU65 P
0`^� 3 )} �.� �— -�, t__a,�/SB_"xIZ_f IP sI r C�ALVE Oft-, IPE \
.79
AIN JOINT
Lo
=`_ 'T\\�- /7 //^�y,.� /��,•� `'�,\ t'.. O STA. < 'C EC D 4 8 R AS
w AL a)s+ .es WE)
E / D oo ♦a♦ 1 �.�T
1 \1{'i \!ry)C STA.0+1 IN T 8",
Z
\ 4950
NOTE: THE CI OF BOZENAN WATER -
DEPT. SHALL MAKE THE TAP AT STA. o i z o< �: < o �1
4+58.36 AT THE CONTRACT •S EXPENSE. 3 to N xy o m� Pi>tiut ? _ /16"WATER VICE STATIONING
o%d 'o u •$'o 3{"WATER SER ICE
STATIONING'o s m 1 %I o z w O_ z a W °D M 3 m
m< �a�- �— 1 TA - <�� -- 4960
„ W - �+z 4960 -- + yo STA,1+55 54'LT. o ; N m - — 4960 o m u Z =y m W 2< 3/4"WATER NICE STATI ING s m
a > STA.1+61 51'LT. w o z a = + (� S „}z r a
• 4"WATER SE VICE STATIONIN u a o z> o o a F o STA 0+54 35 i
o ; / m < o f a w F m STA 0+56 35 T. a ti a rn
j>m ? w �d <i mo F? u r aus n ; 2 i$g�� STA.1+59 19'L. Z zaV, iN
o I STA 1+87 18'LT. o0 0:0 0 < a rn z- W }/,^op '?o yin' STA 2+26 13'
w zI$' STA 1+99 Is RT. i zLL.. u ac
x��IS'3x "' b Wz'o STA 3+04 38'
a uI° I n. -o + m +zo4F , AT-
STA 3+73 88'
4940 a� m of I�coi��m dyC dcxi zd�n,Q.. SAJ+75 8
lyi ,+„+ FIN SHED GRADE in a3 I m rod Hi °'tea . I-4 �i �3ocmi N nJ� ni
uuo�� y[ EXISTING GROU D PROFLE $ + a i o W o m o i u z F o a F a
z ry g �} INISHED GRAD
rca'ml<EXISTING GRXJND PROFILE-
�- - 4950 - 4950 -- 4950
- -
__-_____- ----a E%ISnNG GROUND PROFILECOVER( )
_ - X 22"__- CSP
_ _---_-__ _ _
Tfl
-- - - 4930 6.3 MIN. M INU
6.5'MIN. _ COVER(TYP. SEP AnoN
COVER(TYP.)
51 DA.PW SS 378. L.F.8•CLASS 51 D.I.PIPE
ter MINIMUM 4940
58•
A 4940 SEPARATION - 4940 - -
IS ASS D.1.P11>E PHASE 8
PHASE 3
163.1 LF•or ct AS-BUILT DRAWING
!' AS-B ILT DRAWING MARCH 2O04
v 4920 MARCH 2004 PHASE 1 d
- - -
PHAtE2
2 AS- ILT DRAWING
ATER MAIN LINE C S-BUILAW IN WAT R MA N—LIED AM 2001 WATERMAI —LIN E
J1(3
U01
4+00 3+00 �00 1+00 0+00 0+00 1+Do 2+00 49
4930 4930 0+0o I+00 2+00 1' 3+00 4+00
�[4T1j6A';h,' DESIGN Y: DATE: DAWN BY: A DRAWING SCALES @ ��jQDOW �OLnJDOLAAJOLNJOVLIWbU
DAJ & RHC 2/20/2000 DAJ h AOR 01/12/2001 : 00U4N
Rocky Mountain Engineers, P.L.L.C. = i, REVISIONS: DATE CHECKED BY DATE: PLAN VIEW: HORIZONTAL: 1" = 50' o
aTr L[mX o1/n/oI m/u/[Irol l.11/L,=.1Lf1] L��LNJLS aC.0 `V'�J D9---- - - f RAY H.CENTER CONTOUR INTERVAL: 1'
5653 ES
Civil Engineering & Land Surveying ntl.,•s rs-ear-owcs m/u/Ta,
+f�ISTERE� _' PROFILE VIEW HORIZONTAL: 1" = 50' pdLU A M@?M.R @M9V
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 '4,EE ptP�AND DRAWING FILENAME: /AS-BLT-8661ot1-woter.dwg 08/23/2004 VERTICAL: 1" = 5'
�,I R ���
- ' •��n" ±�� ; �'`13 �, j + ` � , ` •�� ` C 1 i I ;'r •, L'•j�l '�, 'J F ` ��� , ;'/-- 3CJ
C r
'f�� N.,M µt�p-•,--- I , 1 y,�- -_ �t�t / � � � c--1, U' r�,Q�-�t'1 _5'�'
I IT
STA:I 6+70 EABT-GRAf
1 r / ♦ �✓Y / STREET GUTTE#DIVERSION
.STRUCTURE AS PER CITY Of j , b(�, nr 1, �'IJ•�
I") _ 'Handicap p mp BOZEMAN STANDARD DRAWING
i' Rrr�� fie D252t-4.I'.ILrl
r �� , Stq�4 .7(LT). depressed (� / L a... _- y x 1I
p `7 k s -' I • (' cygp�or handicap ramp. '' P -
rramp
Handicap Romp!
_ -
4 h E sUn B" P Y / Ste. 11+31.8 LT onb Sta - rS
0� g - it 7+00 O 11+90�3(LT),(depressed curd-L �"-•� - rt
6 0 far IrWdilef romp'.,Built 1� 71 _`n;4�5
r
P 1 p Jon side Ln
0\ +}00 •. r / 2 00 ,•..., �� o ro U'1Brryon u7t � a c ` Ili
.a Existing ,Station 12+�61.21 East and �c l
t- u` N 00 Y 11+96.40 West Installed
Handicap Ramp a 4 n Finish Rim El: 4940.87 , / - W �1;' dia. ABS utility cut t II
Ste. 0+29(LT)and / 9t I ". 3}00 p ! Ex fat ,.R1m El: 4940.87 .'/ / j3 Y �(
Removeid manhole cone and + ~-' 11+0 V f et long. 1
for handicap
depressed curb i �� y s added 2 ft barrel section. f
for handicap ramps, Built : 4 i N
romp on left side only. ••, � o ., 2�� u I �, Adjusted rim to finish grade.
`..3<) ro ,1
0 s I `J-i Existing Manhole/3 7i+0 rn /
- - - - Finish Rim El: 4944.59 ! U ' 00
- Existing Mont•+a/3 Curb Radii
00 � Exist. Rim EI: 4943.35
-�CO'S4 }._ ,n Finish Rim E1: 4940.28 Ful cur rodii on Right was Removed manhole cone and U
SCE ,1 p+�,. Exist. Rim EI: 4938:49 not constructed at this added 1 ft barrel section. / 1 i 00 13+0D
Removed manhole cone and time. Pavement was v 14+�-1
t - - - Adjusted rim to finish grade. I '
- ---- added 1 ft barrel section. placed through future --
v
.. I Adjusted rim to finish grade. -'intersection on Right. v
/ UNllry Co 7. 9h 2 '
Existing
Manhob/6 0+ Existing Manhole/7
Station 2+37.84 East and n
Finish Rim E1: 4946.87 Finish Rim E1: 4952.10
2+49.27 West Installed 12" Curb Radii O
Existing 8"Water Moln '�- II / I dial ABS utility culvert 73 11 Exist. Rim El: 4947:56 Exist. Rim El: 4950.82 I m
feet long. Fih\ 7 Removed manhole cone and Full curb radii on Right Removed manhole cone and n
( added 1 ft barrel section, was not constructed at added 1 ft barrel section. e
Existing Manhole/1 + Water Valve Boxes Adjusted rim to finish grade. this time. Pavement was Adjusted rim to finish grade. m
PHASE 1 & 2
Finish Rim E1: 4932.27 Existing ManhoN/2 Adjusted all Water Valve Bores inters through future PHASE-2, INSTAUCD DEAD END
Exist. Rim E1: 4932.09 A Finish Rim El: 4934.46 to Finished Asphalt Grade. See AS-BUILT DRAWING intersection an Right III BARRICADE CITY OF BOZEMAN _\
Exist. Rim E1: 4933.53 C.O.B. Sid, Dwg. No. 02213-2. 0 25 50 100 (w STANDARD DRAWING No. 09810-2.
Removed manhole cone and added 1 ft
JULY 2001 WES(REMOVED WITH MEADOW SUBDIVISION.)
OF
barrel section. Adjusted rim to finish SCALE: 1"= 50' rpp0
P'
10U.00 ' VC 100.0 0' VC
PVI STA 5+46.13
PVI ELEV= 4942.88 PVI STA 7+00.18 -_
---"
I 1 0.000' VC I A.D. = 0.777 : PVI ELEV 494 3.90
4950 PVI STA 0+47.04 K = 12 .7 8 -2 ,N A-D. 1.303 °D OD
PVI ELEV 4933.16 m v n = -- a
PVI TA = 2+19. 9 10 + N a N m 0. - _ - a,N -- - 4950
A.D. = 1.786 PVI LEV = 493818 a a' a in a + a + a -_r- ---- --r +�
K 5 .565 A. . _ -1.472 PVI STA 11+03.31
93.88 ' VC I = 101.896 w > in i,u w 1.965% _ n PVI ELEV 4949.64 0 �i 4 m +
> m m w N o "t of A.D. 0.885 n m o a <
ao '� 6i 0.66 % '-_ "'i ++ d K = 13.018 z U
Oni
+
± w -O Oi a VI > M h in
N m m W V•1
4940 Nin M
o 1.43% - ____ _-- + XI TIN GR UN PR FI > > w w o ate' ± a PVI ELEV PV1 STA 13+51.06
4953.09 4940
o a > A.D. _ -0.693
-_ o
m PVI STA 9+53.62
0bi U., w > U w w K = 1 4.397
> - -- a PVI ELEV= 4948.88 m m
m m 1 x - ASE 1 2 N A.D. -1,457 too. oo' vc 100.0 0' VC
K = 68.623
AS W WING 100. 00, VC 11 -
JLLY 200 East Curb - Graf treet
4930
-1+ 0 + 4930
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
100. 00' VC 100.0 0' VC
%
PVI STA = 5+54.29 PVI STA 7+00.25 0,7
PVI STA 0+53.35 I 150.000'
PVI ELEV = 4942.87 PVI ELEV 4943+91
I A.D. -0.744 N A.D. 1.307 49504933.23 ___-
A.D. 1.651 P STA = 2+ 0.93 y M ul m a _- - m 4950
K 64.268 P ELEV= 4 38.16 N ri m a n a - +
a ir - N
in
106.120' VC I KD.- 113'6 8 a a wL�i L`�i Lwi 0 0% _o _ - ---m a M - r�6 0 °N' rri Gi
m m w w rn < a s + a rri w o da w w
0
n > mda
0 713% - rn r o a vi m m z cT
4 U
Or M < d w _ U U V U w W
a co PVI ELEV 4953.09
U 1 57% m m w w ae m PVI STA = 13+49.36
4940 O a w m __ -- PVI STA = 10+96.80 A.D. _ -0.666
> _ PVI ELEV 4948.89 PVI A.D. = 0.866.64
o v __ EXISTING GROUND PROFILE PVI STA 9+46.80 K = 1 1.904 4940
w - 101.1 VC
.472
ab m % _ K = 6 .795 100.00), VC
nA PHASE 1 3 2
AS- UILT DRj G
% West Curb - Graf treet JULY 2001
4930 - -----
-1+00 0100 1+00 + + 4930
4+00 5+00 6+00 7+00 B+OD 9+00 10+00 11+00 12+00 13+00 14+00 15+00
ON'f d "I DESIGN BY: DATE: DRAWN BY: DATE:
9,4/ OIO h RHC 01/16/2001 DA3 01/16/2001 DRAWING SCALES• �0�4� ��QDO IJIJ �OLtiJDOIAAJ�Ltt1�VLAAJV (��LT�
Rocky ,M1 e u n t a i n Engineers P.L.L.C. � S<h REVISIONS: DA CHECKED Y DATE:
' CITY LETTER PLAN VIEW: HORIZONTAL: 1" = 50'
02/13/2001
RAY H.CENTER 01/31/2001 CONTOUR INTERVAL: 1' LRJ
5653 ES 37'Width 0e/21/2001 �GC°a[� �34G3�s�4 ��JaQ £ c�M44GG3
Civil Engineering & Land Surveying ��G Tra31'calming Ds/21/zoo, RHc os/za/zoo,
01
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 y+lE°ar T �y DRAWING FILENAME: os/btZ 866Lot1-Streets.dw 08 05 2004 PROFILE VIEW: HORIZONTAL: 1" = 50'
'4gRANDVPo`` I 9 / / VERTICAL: 1" = 5'
71 Tp
4,
0
0
y
EREIIFMW
E p
:1, p
.1. 1j IS AN
IAN Fq�W�AU I
A,
TH ArLAL. LITS WDCE
.1 W1
41 EEI I_TERI
'ShAIL
TANA P
E FIC IM N_f,i`-
2 -8
Z_
-7 99A
StrE! o
e
49 5
rS
Ir IN U NPI,
5-A REQUIRENFN'
INS11
0)�N 2
x
9 .-Do
51A_2.*07.11 0
K
Lill
0
PLAN,
I0
IN
Co 'j
0
STA, 18�26.43
CURB FOR FLOW
"0
SCUP AND,L-
DRAINA�i PLAN. 4
a I
-1,04 -�
e
?a I
OF, AA .17
'�_11A.D
-\Yt D tWNG No OVI
0* 0
.4
PHASE 1 & 2
STALL PE ESTRAN AS-BUILT DRAWING
AMP PER CITY 0 25 50 100
OZrMAN STANDARD SCALE: 1"= 50'
DRAWING No,02529-8
4950 4950 ELEV AQ1Q 09 1 ELEV 28.380' VC 23.010' VC
Pv1 ST% = 0+11.12 TOP B ICK OF CURI I
18.140, C PVI ELEV = 4938.51
PVI STA, 27.20 A.D. -3.381 HIGM POINT ELEV 4937.99 HIGH POINT ELEV
East Curb 11 ILE\ 2.764 K 6.578 HIG A POINT STA 2+58.62 Nortti Curb HIGH POINT STA
A.D. I )q �n' vr 4950 4950
K 6,556 6;;: 4950 IUU.VUU VL; I \1 I 1A 18 80
- 99A9p Street 100,00' P 'L'V '6
fr-e-e-F 0 PIA STA - ?+41.3w D% P 4+
0, 951
16 4938.14 1 A STA 5-
A.D. -2.598
EltV 4 00
A.D. - - .318 M 38.634
00 r�j
>> K = 751866 A.D. = -2
PV1 ELEV
P\A 3TA +05 512 a,
4940 4940 6 7i K 49.6
PVI (LEV - 4936 42 + TOP BACK OF CURB ',rl-� - 0 6 EXISTIN GROUND PROFILE--�'
TOP BACK CURB A.). -0.262 -().BB6% Cli Lli I L�i 0 +0 7
y .. .. (ki 6i n , + C/i Ili
-'.853 CO,10 0
+ U
-0.54U M > M M > In
j a)M Ll.I . 11�
cl� > t2
a: >
I . N u
-0.808% pvI STA o+og.07] a 11 1., , 1 9 1
PVI ELEV - 4937.45 4940 M 4940 a- 0 4940
A.D. -2.424 IM0.000, VIC
00 w '6 -0.43: W
N '0 CO n _____4 ZQ4%
0 EXSTNr + 0 K 7.483
+ ND HIGH POINT ELEV 4951.18
N6 PROFILE
I GROU L�i HIGH POINT STA 18+16.08 >
4�30 4930 M
HIGH POINT ELEV= 4928.43 1A 19+51
HIGH POIN! STA = 0+11.16 "A" Street PVI STA - 19+25.73 PV1 S .42
M 36 x22" South Gurb
45.740' VC EXISTIN, GROUND PROFILE-\ PVI ELEV= 4950.07 PV1 EL", 4 ....
C IN POINT E�EV 4950,18 A�D. -0.588
1- W POINT S�A 19+22 84 K = .611 9.140
DAM 49301 1 1 1 1 \\,-t- I ___1 4930 --- to A -_�: 4930
:+00 1+DO 0400 49, 0+00 1+00 2+00 3+00 4+00 5+00 15+00 16+00 17+00 18+00 19+00 20+00
PA STk 0+11.67 1
PV1 ELI V 4939,1� TOP BACK OF CURB - 28.360' VC_ 23.020' VC
A.D� = -5.514 HIGH POINT ELEV 4!
K - 4.235 HIGH IOINT ELEV- 4938.57 HIGH POINT STA 54
?3.350' VC HIGH POINT STA - 2+45.02 _.&�= I
West Curb "F" Street 4950 1 100,000' VC I South C rb 4956 _t---- 9 4 r A
19
42.74C PTI STA - 243116 100.00' VC PVIA.TA 1.,7+1,774 4950
P 38.71 A" Str et PV LEV "9f
0 ELEV 4! 0% 1,50
06
0 A.D. PIA ITA - 5+17A
c� PV! STA 0+09.66 1 DO 2,5
PV1 STA 3 + E EV - 4938. C5
6 K - 83.3, ej G6
.0 A.T. - -L415 +
A.D. 1.248 +
PVI 4936 93 PV1
1+04. ELE' 3"'20
PIA E LEV- 4936 43 1�-+ ; 2 10 1�
4141) A.). 4940
-0�174 K 15.484 6 TOP BACN OF CURB K 70.655
+
+ .6 + Ep CTING
K C3 + �2 m GROUND 'ILE
-0.549 M +
!�O� C3 0 >
7 3 >
CO M
C j
245.386 th �!
a3 M w W>
t0l
O� L) w
4940 4940 A 4940
+ U L> +
a: 00 -1 OR
4 n 743% > > Z Z
TOP C M 11 1)O.OGO' VC 0 0
ai ACK OF CURB -- "*Zl- T_411 a-
El-
17.400'
C UVI 0 -fIGH POINT IfLEV - 495110
I STA 99 '6 §� 1>
EXISTING 84 n' MIGH POINT SITA 17+09 54 M
93D rROUHD \'A' ELE 4936. w3 aj
0+28
PROFILE- 4930 EXIST 36"
4 n n VI STA )+32.05 ING C,22
+ Sp PV1 STA 18+46.89
(L K 170.975 GR UND PHASE 1 & 2 North Curb "A" Street PVI STA m 18+21.20
> 19.325' PM ELEV - 4937.72 d PVI ELEV 4949.54 PVT ELEV 4950.08
A.D d PR FILE UILT DRAWING
5' ww Ji 6j LOW POINT ELEV 494968 A.D. 4 005 A.D. -3.506
9.32 \V AS
> K
-iT- M .85" a: -OW POINT STA 18+2043 K 17.*081 K 6.566
4930 - 1 2.170 49301 4930
> 16� -
2+00 1+00 0+00 0+100 1+0 2+0 3+00 4400 1 5+00 14-00 15-TOO 1 00 17�00 18400 19,00
ORAVIN BY: DATCE)I
DAJ & RHC 01/16/2001 DAJ /16/2001 DRAWING SCALES:
DESION BY- DATE
Rocky Mountain Engineers, P.L.L.C. X RE'ASIONS DATE. By DAII: LAN VIEW: HORIZONTAL: 1" 50'
CITY LETTER
H.CE R 01/31/2001 02/13/2001 CONTOUR INTERVAL: V
5653 ES I,?" IUD "L%" @VMI�V@ WED A @�Ucifvl�n
Civil Engineering & Land Surveying A.-BtlPt 08/04/2DO4 PROFILE VIEW: HORIZONTAL: 1'. 50'
1700 West Koch Street, S,jite 7, Bozeman, Montano 59/15 (406)-586-4859 IT - VERTICAL: 1 5'
P DRAWING FILENAME: /AS-BLT-866Lotl-Stree )8/05/2004
A
L M
/ �,/ � 17 ", i` " \ <\-' ( I
6 1 . 2 L X 151�_/�_ ^,?,
C7
6
r)
\X -4950
wy)
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-4.
25� 100. cmw
0
'SCALE: 4"� 50- STA. 6450.05 E4ST 0
_1TORM.,9,RA1MA.0,E wG=')4�, 4 9 4Y
1009
C.O.It Aw/
L
A ,/ _4
s�ir e e t
4
5 6y
_N
"1 141 (91(7)
5 9
V
00 rALLED OW-OU SC
R11C.11 MD-6-WIDE CROSS �1�10 L
�0.8.STD,DWO No. 02529-1
DEPRESSED�Ugil,FOR
GUTTER,A
7\0 L
,FLOW THROUGM S�
I ka
ims op��,o
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r
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go
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f
-Val,
OKPRE�SEO U4 FOR FLOW
V 8
_."��7 _7
78
OR 89
-Dr
=:711 Pfa�Y'4.11
D
A -7
WITH A,D.A.REQUI"EWfS_XfX) 7
MONTANA PUBLC WORRS STANDARD
SPE IF CA71ONS DRAWING N..
CMp
25
29-8.
7
0 11r 0
PHASE 3
AS-131 IILT DRAWIN
I Rr!
3
Stre,
Z
e
e
PM ELEV
00.00' VC East Curb "A" Street
H�GH POINT ELEV- 4937.61 LOW POINT ELEV- 4936.74 10coo, VC PV1 STA 9+68'gl
H GH POINT STA - 5+35.46 LOW IOINT STA - 6+60.05 PM STA - 8+10. -1
4950 03 PVI E-EV 4940.591
100.()0' Ic PVI ELEV- 4939.9� �.D. 1.67 TOP 8 ACK OF CUR 3
�irF��, ;,�TOI*2_0 8 51 A.D. -2.319 i� - 59.75 ii;
A STA 5-35.79 K �43.128 2.2 E;0 0
3 37 o829%
V1 ELEV 4337.87 0� �?C',
A.D. - 311 +�
,01 3�
O`!R I ELEV- 42 d Cj 1
A.D. -2013 1 . -_ - 7) CSp
CURB 000 1,� K - 49.6 70 0 11:8 11 - - ;;�
10 +n Cd Lj
+ +
A
0i Ili 0i tij
g 1 0 __C`__� , -- +
�!? S? _ 0_41161
+
4940 W Lj ;,t
0 LJ
2.8
CD M
PM TA 12+2C�31 5;
PM I'LEV 4945 12_ (L
EXISING GROUND PRon!_E---�
AD 1,3
(L 0 o- 1( 75.13
il 0i
100.00' VC
4930
5+00 6+00 7+00 8+D0 9+00 10+00 11+00 12+00 13+00 14+00 15+00
HIGH POINT ELEV 4113790 10000' VC West Curb "A" Street
HIGH POINT STA 5403.57 LOW POINT -LEV = 493114 PM STA 9+05.63
LOW POINT 3TA - 6+3C 75 J(io,00' VC
ELEV 4940.76
495(� �PM SIA 7�619F_ PM
100.00' VIC 10C.00' VC PM ELEV 4939.99 K 60.952 TOP 3ACK OF CUZEI
PVI STA - 6+57.49 A.D. - -2.463 0
PM STA 5+17.95 3�� 6
PM ELE) - 4936.79 K - 40.595 76%
["A E!LEV 4938.)6 A.D. - 3.918
C, 0,
A.�. - -1.415 'm,, I., M.- 36'x22'
'd! k r,?l M 0. .0V
CSp Zd
K 70.655
+I _,,i
+
+
+
wij
0
> C 0
1>1 �? 2!
4940 ww �0 I,
4 +
Lfi nul >
+� >
C. + > <
C�a m
C,
100.000, VC
EXISTING STA 11+54.24 5;5;
13HASE 3 ROUND PRC FILE a a.
I-P > P"
, w PM ELEV 4946.19
AS-BUILT DRAWING A.D. -1.308
1 .5;�5;1 a5;(5L K 76.465
4930 1 1 - I I I
5+00 6+00 7�00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
41, DESIGN DA DRAWN BY. DATE:
By 01/16/2001 01/16/2001
DAJ & RHC DAJ
Rocky Mcluntain Engineers, P.L.L.C. REVISIONS: DATE. CMECKED BY. DATE.7- PLAN VIEW: HORIZONTAL: 1" = 50'
RAY H.CENTER CITY LETTER 02/13/2001
01/31/2001 CONTOUR INTERVAL: 1' 11CY, @UND A au TVE�n
5653 ES "A'St,..t GI.d.
Civil FEngineering & Land Surveying As�Built PROFILE VIEW: HORIZONTAL: 1" 50'
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /AS-8LT-8661_otI-Streets dwg 08/05/2004 VERTICAL: 1 5'
L _j
62 .1;!?11 N001.4'AMP, > \_j
.,......... `\ \ DEPRESSED fCUR51F0,RFI. W
THOUGH SCU S
2
GRADING AND tE
ASE 3 /V
LAI,
5 DRAWING ICI 9,�
D'.
7,i !0
O�
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\_5 7 \
4 4 SCALE, l7PRC `4949-
VI,--- TALL 61 WIDE VALLEY......�4 k NO FILLETS I R I
Nov,02529-
54, L 1. t
J r
0 F5 7
r"F11 eet
C1 f4 --,-J
VO
0
5 6 U
T 421, -75
STA, Y+61.
DEPRESSED C
GE -7
GRADING %
'R FL
tMOO. 5
'H C" ERSEE,
qRADIIG AN DRAINAGEft"/
49
3
'9
rRE,,SIDEWALKS,MEC 111.
R SHALL v:
_4 A
;, \ ( J iANCX-_
8 E.CON.STUr IN A.&
PEDESTRIAN'
TEb QU MENT 7B,
FINA PUBLIC WORKS STANDARDL__CATIONS DRAWING No.
_4 A R RE
0
Ap. o PH IIISE 3
ANT. AS13UIL r DRAWING
-r
#O �ING A�A Q�G
7U'Ey
4950 4950 4980 PVI STA 0+19.94 4960 49 4960
40.180' VC PVI STA 0+75.39 PVI ELEV 4946,53 North Curb "E" Str
PVI ELEV- 4937.03 39.890' VC A.D S.638
A.D 0.561 K = 1C.966
West (!urb cc K 71,564 North Curb
If in i 6
C" ,5t Fe et tr e e t
TOP I�ACK EASTI G
C 0`1 + A j ND
* 0 TOP BACK OF CURB P STA OF REI GROOUF 0+20.38 PRILE
0 PA ELEV 4948130 1 79_7% -:,0 772�1
TOP BACK )F CURB 4950 > A. 0.150 4950
1
4940 4940 0 w4950 4950 K 280.566 iiD(1
X
48XA 0.5017, ".22'
m m A.D.AD 0,925
_ZO 43211_., go L2
1 :1)
0.78 1-4 .117 z in
E)(ISTING C;
0 + +
01 10 GROUND +� ;m 1)
OD 0 PROFILE 0
0; 1":n 0.
+ + + + &i 6i OL�j&i A.D. 0.36 u, La-
> >
HIGH POINT ELEV 494 .37 05
EMSTING GROUND
II
11 1
6 0 K = 204.57f>
6i PROFILE 1) HIGH POINT STA 0+8 i,; 4940 ma) I wwm I (A 14940
4930- 4930 4940 4940 5; 5,5;
> m U) Li PIA STA 0+63.93 (L Y� , 75 0 VC 75,00- VC cL&5 m > R ? 0-
PA STA 3+16.26 w PVI ELEV 4948.4� mm ww
w a. mm Q kl.950' 'M +0.
32.510 VC PA ELEV 4937.52 0. 413.081 VC
A.D. -5.014 (f) VC A M STA 1 75
396 K 9.589 ELEV
P ELEV 4 49.7 A.D.: P ��.q
I K 82047
0+00 1+00 2+00 0+00 1+00 2+00 0+00 1+00 2+00 3+DO 4+00 5+00
4950 4950 4960 4960 496 LOA POINT ELEV = 4946.97 4960
-54.600' VC LOY POINT STA 0+06.94
- PVISTA = +1 7,30 South Cu b - "E" Street
�Vl ELEV 4946.86 LOW POINT ELEV 948.57
6�;j 4 133 South Curb LOW PONT STA 0+22,89 1
East Curb c, U116, Osil 8 A.D IM
'72 T)P BACK OF CL RB
99C911 Str 7 K B., D <1 -eT- PM STA = 0+16 20 EMSTI G t +m PV1 ELEV= 49411.51
ee 0 0 -TOP BACK 0 CURB GROUND
11 11 11 A.D. = 1.806 PROFILE
> 4 TOP B OF CURB 0 797X
w
0 m m w
> w ACK K 17.936
,�j ;� _._.331
w 0 4940 4950 4950 495 �rl 500% 4950
4940 O.E
Q.(L rL a 4111 36"
A-�0.501% 0.548% 22 0:m-
: '
J,QO? C Ln z
;P
78J&
C 0
E)aSTI,G CN[Cd n r)ci
N 00 Im
w + +* In m ++
GROUND 1), '0
D "m +. +
PROFILE 0�
& 2 + DINT ELEVA.D. -0.363 O�'-L O;L�11 A.D. 0.333 (A cli >
< w<
K 224.37 >�,> >> K - 2 14.69 w _II-
>> >� COM > d w En
Ai 0., 0 Lj 6i Cj HIGH POIN" STA O+E5.16 RL 4940 4940- MOO W mm ww 4940
+ + 6iLli u&�i
0 II II A II
TPHSE 1 0 0 HIGH P 49,8.38 V)W A.
4930 A,S-BUI T DRAVYING 4930 4940 0
PIA ST = 0+66.74 C5 55 5 5m w P" EL E V 32,40' VC BIDOO, VC 80.00' VC 4948-49 (f) - a 10.
_1 PHASE 3
EXISTING GROUND IIROFILE-� w i0.00, VC A.D. -3.805 0 P V A PIA BUILT G
K 13.141 91+13 STA_- 1+93
DATUM ELEV (TUX ELEV PM EL 4 49.2 PVI ELEV 4949.70
111JAI 493500 4935.00 4 00
PA,,2F 0400 1+00 2400 0+0 1+1DO 2100 3100 5�
iLILII
,f" 0+100 14bo 1100 1 1
DESIGN BY DATE AWN Y: ATE:
DAJ & RHC 01/16/2001 DAJ 01/16/2001 @@Uum
Rocky Mountain Engineers, P.L.L..C. REVISIONS: DATE: CHECKED BY DATE: PLAN MEW: HORIZONTAL: I" = 50'
CITY LETTER
02/13/2001 CONTOUR INTERVAL 1' wu T[ n
FRAY H.CENTER01/31/2001
5653 ES "E*Street Curb 02/18/2004
Civil Engineering & Land -Surveying I I a As-B,Ilt 08/04/2004 PROFILE MEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 JST 1p x VERTICAL: 1" 5'
IL DRAWING FILENAME: /AS-BLT-Of AI-Streets.dwg 08/05/2004