HomeMy WebLinkAboutCattail Creek Lofts CATTAIL CREEK LOFT PROJECT
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PROVIDING IMPROVEMENTS TO LOT 4, BLOCK 4 v, Lu N
OF CATTAIL CREEK SUBDIVISION , PHASE 1 W
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BOZEMAN , MONTANA Q 3
PREPARED FOR:
MAZZELLA CONSTRUCTION, LLC
PO BOX 11463 -
:*:TODD STEPHEN�.*=
`�'• MITCHELL
BOZEMAN MT 59719 14926PE -�
PREPARED BY:
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S A N D E R S O N wi 1oz East Babcock
Bozeman, Montana 59715
2.9876
S T E W A R T Phone:
www.sa ndersondersonstewa rt.com
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DATE: 09/12/07
REVISIONS: 11/os/o7
1/3/08 2/20/08
12/6/11AB
VICINITY MAP 12/21/12JDJ
NTS APPROVED 9'.
QUAM ASSURANCE:
"CONFORMS TO CONSTRUCTION RECORDS"
UTILITIES — NOVEMBER, 2012 SCALE: NONE
ALE: COVERPAGE.DWG
PROJECT NO:eoz 07034.0
SHEET 1 OF 6
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f HANDICAP RAMP.MATCH _ / 1
GRADE AND ELEV. ZON�IN(.�--X 1 p CAUTIONI EX. I = II\1 - LU
NEW LANDSCAPED OVERHEAD POWER
PROTECT EX. NEW RETAINING NEW RETAINING DETENTION POND LINE
\ UNDERGROUND WALL BY OTHERg' 10 ( ;Y OTHERS (GRASS)
/ \ / POWER IN PLACE -®
S89'4T08"E 400.04
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I UNDERGROUND SIDEWALK AT PARKING SIGN SIDEWALK AT i SIDEWALK AT I I N
GAS,IN PLACE LOADING,OOCKS(TYP. � s \I
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NEW 6"HIGH /
NEW BIKE RACK - 4A \ \
CONCRETE VERT. BLOCK 4 ., \ /�
rT.• �, I EASEMENT / NEW 32'WIDE PROVIDED BY OTHERS
r^ Z CURB(7YP.) EASEMENT WIDENED TO / WATER&SEWER LOT 4
fT< - ACCOUNT FOR SS MAIN / ASPHALT EASEMENT ZONING=M-1
\ N 1 NEW STANDARD CONC. BEING TIED INTO EXISTING / PARKING AREA 8"THICK CONCRETE ? \ / \ VVV O N'-•••'"A:,N��'��
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CURB AND GUTTER MAIN 10'SOUTH FROM PLAN OWNER:
f \ \ MICHAEL J SCHEGEL LOADING DOCKS(TYP I
2345 N 7TH AVE ? O
NEW LANDSCAPING _09ZEMAN.MT 59715 _ _ _ _
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LANDSCAPE PLAN > \ \ ":' ���`- �' '— / NEW 10'x6 (84494 SF) a� ^..'. \ ( ^
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ZONING=R-O \9� y �3 p� SIDEWALK AT S 9'43'58 E 73.00
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CONCRETE VERT. / / PARKING SIGN / UTILITY EASEMENT / I / / I I I
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NOTE: \ \ \ a\ PEDESTAL -- -- _sIN PLACE CONDUITS AND OR SLEEVES FOR LANDSCAPING,SITE LIGHTING AND „ I LL-I-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ECTRICAL WILL BE PROVIDED BY OTHERS. /�!�\ I /,aa n > CA
RDH/CMK
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, PROTECT EX. 10/12/07
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO \ •� UNDERGROUND \ I I I l I / N O DATE:
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. \ /' 0 2 POWER IN PLACE 0 1 I I / / Z Z REVISIONS: 11/os/o�
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, \\ \ I I / I O 1/3/08
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1 AND No.2. \ I I j I /em u I 2/20/08
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A \\ \ /+ / \ I I I I I 12/21/12JDJ
_ LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION \ h \ \ \ I
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. \ \ 20 -4 0'/ 0 20 40 a \ I I / uj APPROVED 9
-BENCHMARK#1: PC ALUMINUM CAPPED REBAR(TDH 12251S)ON WEST SIDE OF LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION \ \\ \ \ \\\ \ j /1 0 \ I I I\ LL-I QuAm ASSURANCE
N 34965.42 \ \ \ ff _ /� f \ \ \ I
E 33801.49 \ \\ \ \ \\ 1 20 I III I I I NNc J
ELEV.=4683.90 L
-BENCHMARK#2: PC YELLOW CAPPED REBAR(TDH 12251S)AT SOUTHWEST CORNER OF LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION
IN34685.89 / \ \ \ A / 1 1 I I a /ma's O cr 'SCALE:
E 33956.90
ELEV.=4686.80 \ \ III I I I I I / `��\ Z ALE: ASBUILTS-BASE.DWG
SHEET PROJECT RO:BOF o760340
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Isl THIS SAN.SEWER S4 SEWER MH-2 4 fi86.63 w T PIPING m sn&nu I L---- _
•^ ° EX. "SA RY SERVICE WAS USED FOR ZONJNF-1F> INV E- 77.42 v.auTl"t"1"zsn'"
SEWER VICE TO UNITS 1A AND 1B INV IN( 77.42 (szc ozTuy 1�1^ °
V BE P- TEND INV WT(W)=46- -
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- IO LACES 5'FROM INV.-4877.88 /. INV.=4681.57 I /
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RIM=46114,35 I Inv.MzY°ms.a m
INV.IN((E)=f 4671.07 II•, (sg D[r"O STA.3+44.94
INV.OUT(N)=±4669.21 SEWER MAIN 1 a.ao NEW 48"SAN
STA.0+00 INSTA 53.49 L.F.8 PVC SANITARY SEWER M INSTALL 91.45 L.F.8 SEWER MH-3 j NEW 48"SAN PVC SANITARY BE MAIN = z 9 \\ \` N
SEWER MH-1IM- 6°8Q 4685.73--- INV.OUT(W)
----- -- F---IFISTALLTS9.5T L.I.L --- -15esaS 4680.49 1. \ ` ui
RIM=t4684.67 __ ------- - - \ > P
INV.IN(SE)=t4672.20 �`� SEWER MAINITARY \\ \\ I
INV.IN(E)=t4672.16 o \ 0 _•
INV.OUT(NW)=t4672.12 INV.=4681.96
SAWCUT EX ASPHALT FOR . h1
OF NEW SAN SEWER \ �S\' r CAVATIO (MIN) : NEW SAN SEWS
CLEANO WITH DU g I
MAIN `R HEAW DUTY LI I Vl
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SANITARY SEWER MANHOLE INSTALLED °
10,SOUTH OF DESIGNED LOCATION. \ \ v w• I II >
SEWER MAIN INSTALLED To TIE INTO LOT ZS � I I >
CORRECT SSMH-2 LOCATION.
EASEMENT MOVED TO 10'OFFSET NEW ELECTRICAL
FROM SAN.SEWER LOCATION. TRANSFORMER \ / �{ 'lA /
LOCATION BY \ "/ {P `(. I e I I
OTHERS(TYP.) °s ..yy "/ ` A.48" A3
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RIM=3(SW)= `� i I II
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INV.OUT(N)=4680.60
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PLAN 1" = 30° 4F\ \ r , j/ 5° yes i i 1 ``p�o:..........•.,ti9=
PROFILE / rqF \ \ / i ZON/AFJF> 1 1 1 € 1 1 *TODD STEPHEN;*c
HORIZ. 1° = 30 Q / 0 A MITCHELL -W`
VERT. 1" = 5' \ a 6A /! p;, 14925PE p=�;
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O ZONIA�R-
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CAP AND MARK
(2)12"CONDUITS \ / AL.L SEWER
I
FOR POWER,GAS, 4\ \ i/ SERVICES 5'FROM
TELEPHONE&CABLE \ BUILDING(TYP.) I
\ STA.0+17.33
1 1
NEW 48"SANSEWER MH-5
NOTE: RIM=4687.44 "IpL
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO °\t\ / \� INV.OUT(NE)=4681.29
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, LEGEND -BENCHMARK yt: PC ALUMINUM CAPPED REBAR(TDH 122515)ON WEST SIDE OF LOT 4,BLOCK 4 CATTAIL CREIX SUBDIVISION
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 34UMINU
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 34965.42
9
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
ss EXISTING SAN SEWER MAIN ELEV.=4683.90
2003,AND THE ClTY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1 AND No.2. PROPOSED SAN SEWER MAIN -BENCHMARK g2: PC YELLOW CAPPED REBAR(TDH 12251S)AT SOUTHWEST CORNER OF LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 0 PROPOSED MANHOLE N 34685.89
LAND SURVEYOR LICENSED IN THE STATE OF M AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION PROPOSED SAN SEWER SERVICE E 33956.90
.=4686.80 Y
LAYOUT AND STAKING TECHNIQUES AS ARE REWIREDIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. � U
SEWER MAIN 1 SEWER MAIN 2 w m
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N=-=-� REVISIONS: 11/09/07
1/�zzz3/081. m Riii OI 2/20/0 8
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^ m'oV m +n �� NOUAM ASSURANCE
+ of R 46604660 N
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SHEET 3 OF 6
• •— Iu 6 D LOT B° 72'OF 8"WATER MAIN. wm aunn°w cc rosuuHEi $I j L-�M
�� PONJNF-�1 RUN FLAT WITH NEW 8' ixvxau �"e'ai -
GATE VALVE 4'NORTH OF TEE. () -
V ENDED W TH'MEGALUG'CAP.
NOTE: ° ' HYDRANT EW 8 HYDRANT ��
ASSEMBLY .A 2B ASSEMBLY I �` �� __ E
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED _ TR� OR TO N 34930.12 N 34929.51 ARROW-BOLT I I-- --- 'I
ACCORDING TO THE BEST INFORMATION AVAILABLE 70 THE ENGINEER.THE ENGINEER INSTALL CURB ffiE
ARROW-BOLT E 34123.22 F-LEV.=4688.18 II I �'
CATTAIL$1REI NEW 1"WATER I
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER, OP&BOX AT LEV:468787BI POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES EASEMENT FOR ELE SERVICE(6.5 ELEVUALL WATEROR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO CALL ALL ���-/j/�- / -- �� 4686.09 /�UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. SERM�ES TYP: DPC- /- I I =
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBUC x -. -
WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,2003,AND THE CITY OF I I pND GR UND GABOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1 ANDW t No.2. - �`--� IJ P L I 'g \\ \`\i 19 - -
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE WATER MAIN 2+00 3+00 ;to w,viwxr ♦ L '
PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR UCENSED IN THE 4A \
STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED - -- J�j 267.68 LF.8 D A N. V 94.98 L.F.8 DIP WATER MAIN. I $ r� \� = N
IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE (MIN.6.5'COVER) xera egw i �I -
SPECIFIC TYPE OF WORK BEING PERFORMED. HOT TAP EX.12'WATER MAIN
WITH NEW 8"CONNECTION. PROPOSED 8'SANITARY SE I i LAC O
(CONTRACTOR TO VERIFY LOCATION AN I _ _______ � _ 1�_0 ]g \�� I
DEPTH PRIOR TO CONSTRUCTION) I ------ -- `-� F- r ZiS.S31.F.�"�1P- \\\ N
-BENCHMARK 1: PC ALUMINUM CAPPED REBAR(TDH 12251 S)ON WEST SIDE OF LOT 4, INV.t4676.50 - -- WATER MAIN(MIN. - < �� °- L
BLOCK 4 CATTAIL CREEK SUBDIVISION \ \ c i 'y _ I m
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N 34965.42 I fj 6.5'COVER) 1�4 ��� p _�_,
E 33801.49 SAWCUT EX.ASPHALT I�.1:
ELEV.=4683.90 FOR EXCAVATION I w =
OF NEW WATER MAIN , g \II III '\ C
-BENCHMARK#2: PC YELLOW CAPPED REBAR(TDH 12251S)AT SOUTHWEST CORNER OF &BACKflLL WITH \ oA ii'MIN. _
LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION NON-SHRINK MATERIAL \ \ \ a II TYP \ i g R
N 34685.89 4
ELEv9ss.4686.80 0 \�o 7A % g i II
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BLOCK B \ \ i // 6y oQ a o 5A
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TRANSFORMER \\
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CONTRACTOR TO LOCATE \ % �\ `WP OVQ , CONTRACTOR TO INSTALL
OX AT
EX.Y4"WATER SERVICE& o a / CASEMENTSTOPFOR BALL WATER Ig I I
EXTEND TO SERVICE \ ;r / SERVICES(TYP.) $BUILDING 7 AS SHOWN \ �m / /
LOT 54
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B"A o B i SUBDJISIa O.ccriPROFILE O PNAS S 1
HORIZ. 1" 30' ZONJAR- I$
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(2)12"CONDUITS \ '
VERT. 1" = 5' FOR POWER,GAS,
TEL
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'NTH NEW 8"CONNECTION. TO BE ABANDONED I J
30 1S 0 30 60 (CONTRACTOR TO VERIFY LOCATION AN AT MAIN IF NOT I I I I r
`\ UTILIZED BY LEGEND i IpL
DEPTH PRIOR TO CONSTRUCTION) ADJACENT PROPERTY
INV.-34680.00 OWNER I$
SAWCUT EX.ASPHALT ' < w EXISTING WATERMAIN I
FOR EXCAVATION I
PROPOSED WATERMAIN II "
OF NEW WATER MAIN \ I I
NON-SHRINK \,� )k PROPOSED HYDRANT
N PROPOSED VALVE
WATER MAIN 1 \ / \ PROPOSED WATER SERVICE $
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= ni�aom < m zr S m3 n o c n3LLz u'$ >n o o. on ��y( DATE: 10/12/07
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a � mg APPROVED BY:
"< "� OUAM ASSURANCE:
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00
SCALE:
"CONFORMS TO CONSTRUCTION RECORDS" FILE. ASBUILTS-BASE.DWG
UTILITIES — NOVEMBER, 2012 SHE�ETECTNO:BaF D634.G
CONSTRUCTION NOTES 6'-0. BACK OF CURB
1. STANDARD APPLIES TO NEW CONSTRUCTION, •AS PROVIDED BY RIMROCK ENGINEERING,INC. AS 12'
WITH MAX.CURB R=15',AND MIN.5.5' GEOTECHNICAL INVESTIGATION REPORT REWIRED SOLID COVER FLOWLINE
BOULEVARDS. -1 5" DATED OCTOBER 26,2007.
BACK OF R 2. RAMP AND OURB CAN BE POURED r 1• 5' 5.5'(TYP.)
CURB °< - MONOLITHICALLY. 3"BITUMINOUS SIDEWALK BOULEVARD
R-15• 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED 7• << r PAVEMENT
UPSTREAM"OF RAMPS.ALTERNATIVE LOCATIONS 1 _
______________PT___ 3' 6"OF 1 1¢"MINUS
---- ----------------- PERMITTED ONLYUPON CITY ENGINEER'S APPROVAL. r CRUSHED GRAVEL �>\
B ° 4. RAMP'MOTH SHALL BE 5'MINIMUM. BASE Lam'., C
p 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED C
,. 2%. CROSS "DEPTH WILL VARY PROPORTIONATELY (}I�� EXPANSION JOINT 4�.
DOWEL N1TH 24"N0.5 II DRAIN 3"GRAVEL WITH WIDTH OF CROSS DRAIN T I �`� _
REBAR,3"INTO BACK •.°....-e..�f° a C 1'(TYP.) ��� • O
OF CURB,3"CLEAR -
2, EXPANSION R
JOINT EXPANSION CONTROL JOINT-SEAL WITH BITUMINOUS JOINT SEALER 5' r
JOINT EXPANSION JOINTS
A 2i MA%.' -III III-III-III-I
° 5 x5 " ° A° ` III-III III-III_ III ^L- pI
5'O SIDEWALK°�I 20 MAX. 5'SIDEWALK(TYP) -III III-I _-
LANDING N 1P 8' SUBGAADE MINUS NORMAL CONCRETE ® U
DROP CURB HEAD GUTTER LINE _
(OUTLET CHASE ONLY)
EXTEND EXPANSION TUBES�"PAST END TYPICAL PAVING CONCRETE ® O
OF STEEL DOWEL TO ALLOW FOR EXPANSION CHANNEL e
IF DOWELS ARE USED
0000°o o° ( ) II O
° SECTION DETAIL <J
FILLET TO BE PLACED ON 3"COMPACTED IFCO STYLE S(SOLID COVER) ® ® ® N
GRAVEL BASE OR STREET BASE,WHICHEVER NOT TO SCALE TRENCH GATING WITH
C DOWEL ai BLVD VARIES IS GREATER. STYLE B FAME,D&L N
FOUNDRY J SERIES"
" CHAMFER 5 WITH SOLID,DOLT DOWN
6"THICK COVERS, OR APRROVED O
EXPANSION CONCRETE TO BE CROSS SLOPE=1/4"/1' ( C
CONCRETE SURFACE JOINT AT 6`DEPTH FROM 15 R( ') EQUAL)
P.C.(TYP.) FACE OF CURB TO - PLAN VIEW ®J
RAMPS TO BE CONSTRUCTED WITH DETECTABLE STREET da - a ® N
WARNING SURFACES COMPLYING WITH ADAAG, EXPANSION i_ �i d-
COVERING THE ENTIRE WIDTH AND DEPTH OF THE RAMPS. FLOW LINE 1
ONE CORNER OF THE DETECTABLE WARNING MUST BE JOINTFNpA-D
WITHIN 8°OFGUTTER FLOW LINE; NO OTHER POINT Y4"STEEL DOWELS(OPTIONAL) _ _ _ON THE LEADING EDGE OF THE DETECTABLE WARNING \ _ 1111IASPALTMAYBE MORE THAN 5'FROM THE FLOW LINE. PgWNO - W H STYLE S(SOLID COVER)TRENCH GATINGSTORM DRAIN INLET � i 4"CONCRETE WRH STYLE B FRAME,D&L FOUNDRY"J SERIES`
REINFORCE CONCRETE IN RAMPS VATH (TYPICAL LOCATION) i.�.'�' SUBGADE DRAINAGE SWALE TO WIT
SOLID,BOLT DOWN COVERS,(OR APRROVED EQUAL)
FIBERMESH'"AT A RATE OF 1 Yt LBS./CY 3"UNTREATED CONCRETE CHANNEL
OR WITH 6x6x10 GUAGE WIRE MESH -III- BASE COURSE FLOWLINE
,2• 5-D 12" STANDARD FILLET DETAIL I-6"-•-
TRANSITION TO NORMAL SIDEWALK TOP OF CURB A.:1 MA H 5%MIN 6'
ELEVATION. DISTANCE VARIES. I THICKENED EDGE WALK DETAIL
NOT TO SCALE .......... yea'BASE cauasE
. •aTr of BozEMnry sTnrvoneo oRAvnrvc rvo.ozsz9-z puc.199a) NOT TO SCALE 2'CURB 2'CURB
SIDEWALK T q5 5' S.5' TYP. 11
5.5 NO LIP 5.5"J &GUTTER I &GUTTER
VARIES 5'SIDEWALK 7 FLOW LINE I�PER STD. I`REQUIRED� "5 �SIDEWALK�BOULEVARD I 1 PER STD.
1 02526-1 02528-1
LANDING SECTION B-B EXPANSION JOINT DRAWING DRAWING `A _
NO LIP �r9'S" AX
OUTLET CHASE
30M �*TODD STEPHENY;*=
�OF, �t -A MITCHELL -W�
1:12 MAX. 14925PE
STANDARD SAOF'� -
6" �
CONCRETE 6" CURB SECTION 2)¢°DEPRESSED P 1'5"
RAMP SIDEWALK LANDING C01�� �iS�p4 NALOI�Ip
3'GRAVEL BASE(TYP.) _
EXPANSION
SECTION A-A JOINT
IFCO STYLES(SOLID COVER)TRENCH GATING
WITH STYLE B FRAME,D&L FOUNDRY"J SERIES"
SECTION C-C FLOWIJNE �14 WITH SOLD,BOLT DOWN COVERS,(OR APRROVED EQUAL)
6'WIDE TRANSITION SECTION SIDEWALK DEPRESSION DETAIL
BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN RAMP DETAIL -5 MINIMUM NOT TO SCALE
TO BE DETERMINED BY ENGINEER
4"SIDEWALK 6" 1' 6' DIMENSIONS W AND H VARY SIZE
(15 MAX. RADIUS/5.5' MIN. BOULEVARDS -;"CHAMFER Y1 CHAMFER 5 EXPANSION JOINT 6" BASED ON 25-YEAR EVENT,BUT NO
LESS THAN 6"AT CURB OPENING.
NOT TO SCALE GROSS SLOPE
•CITY OF BOZEMAN STANDARD DRAIWNG NO 02529 8(NO 1995)(RENSED APRIL 2006) BASE COURSE CONCRETE SHALL BE M-4000.
•. • •u° °
III
4"CONCRETE i "- IF 4"MIN. COVERS MUST BOLT DOWN TO FAME.
SLOPE 2 III-III
° • � � � 3'UMREATED m
BASE COURSE
I-III=III III=III III-III III-III= ASPHALT '$ III,- SUBG�E° CONCRETE STORM DRAINAGE OUTLET AND INLET CHASES
PAVING
MAINTAIN III-III III-III NOT TO SCALE v
PROPER COMPACTED � �-
O J_
S D
SETBACKBACK PER so
W m Q
REGUOA'TIONS TYPICAL SIDEWALK DETAIL 7)
8
'-I � w
J5'TRANSITION SECTION FROM SLOT=0.04 FT O
EXISTING CURB TO DROP CURB NOT TO SCALE VERTICAL CURB DETAIL o z
NOT TO SCALE d J <
N � z o
71 W F- m
EXPANSION JOINTS COMPLETELY
MAX.THROAT WIDTH AROUND SIDEWALK SECTION 2" 9' 3"R Q4❑DO OUTLET PIPE O 2 O 0
Z �
35'COMMERCIAL D a CZ? d OU
40'INDUSTRIAL ram}
CURBS APRON POURED MONOLTHIC TOPSOIL p 0.375' DO�D O� NEENAH NO. EQUAL
Y O < 4j
UNLESS OTHERWISE APPROVED (TYPJ p
OR APPROVED EQUAL
\� W 0 W J
CONTRACTION JOINT / �f-3/4°TO PER 1'SLOPE O Q DO �WITH TYPE C GRATE. W U)
� Y
12" �\Yj Q 0 O � 0 N <
j\j 1.5 6I. o Go m 2i
LLJ
EXPANSION JOINTS AT CURB RETURNS \\j 7.5" °` 0
\/ p� Q _J w cn
BACK OF CURB �\// O O O 4... - Q �
SIDEWALK CONTRACTION JOINTS 00000000000000000000000000000000000000000000 (9m) ~ U F-
FLOW NE LLJ
SPACED AT 5'INTERVALS-MIN. CRUSHED GRAVEL O O • ° • OLLJ
DEPTH 1'.EXPANSION JOINTS BASE-3"MIN. 0000 O O O O O O O O O O O O O O 22" 24"SLOTTED MANHOLE J W'
TO BE PLACED AT 25' �� O O O O O O O O O O O O O O O L� �I COVER WITH RING C�
INTERVALS. EDGE OF GUTTER I (55.9cm) 1)�.(3.8cm) SLOT=0.04 FT - Q F- �
VARIABLE TOP VIEW TOP OF POND ELEV.=4fi64.23 W
SUB-BASE LOURS 9"(22.9cm) 2-2"(5cm)ADJUSTING L O <
CONTRACTION JOINTS TO BE SPACED 5' AS REQUIRED p4
RINGS FOR FUTURE (�J U
AT 10'INTERVALS IN CURB&GUTTER 20" ��GRADE ADJUSTMENT 4' Z
/\�/�\��\\//\\ \///•\/C .' CLASS II II =I INV. 4409.50 L O
LLACRBPLEMTISLLDOHKTERALCUIDIGUUSNLSTERP SUBGRA EXPANSION HA B E W ENG RBA GUTTER FILLER.
INLET OPENING W
0.5" 10"(25.4cm)MINIMUM DIA. 'NTH GRATE- III
GRADE ESTABLISHED AS Ya^RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB _ U m
OR MATCH EXISTING SIDEWALK GRADE 1.5" rLATERAL PIPE SIZE AS REWIRED. �- 10"DIA.
�A"PER �^ �•PER r -III OUTLET PIPE O
`-1'SLOPE 1/2'PER_0.56' ELEV.=4681.73 )1= ( Qi W
F-1'SLOPE 1,sL 33�) ft RDH/CMK
DRIVEWAY APRON "36"(.9m) F_ O DATE. 10/12/07
1. SIDEWALK 5.5'TYP. 6"� I II _ _III
5'TYP. (VARIES) ,.II 9.5"� 9.5°�I I,MIN.
SL�PE _� -4T11_
w Y.'PER 7 tlOpF�^ I STREET SURFACE Z REVISIONS: 11/09/07
J Z
INV.=4681.73 1/3/08
• DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB fi"MIN.12"MA%. O
9 MIN.
o o o SEDIMENTATION TEE SET U I 2/15/08
BASIN
NOTES: 3"MIN. VERTICAL 12/21/12 JJ
a 3'WASHED '" """" 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(MPW SPECS.,1996 ED.) O
ROCK ° CURB&GUTTER 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF'" 6"MIN. w APPROVED 9.
MIN.6"THICK h AND MINIMUM WIDTH OF$". ', 4° °a - . OUAM ASSURANCE:
M-4000 CONCRETE 3. V EXPANSION JOINT MATERIAL SHALL BE PACED AT ALL P.C.s,P.T.s,CURB RETURNS AND AT NOT MORE r ��BASE OPTION, ° °• F-
THAN 300'INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB I MAY BE FIELD POURED. N
'OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH AND GUTTER. II I J
4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR SECTION 44"TYP -
HIS REPRESENTATIVE. NDTE SIDE VIEW H
5. CONCRETE SHALL BE CLASS M-4000. *STANDARD,EXCEPT AS FOR INSTALLATION IN GRAVEL
6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(MPW SPECS.,2003 ED.)FOR OTHERWISE NOTED ON THE ALLEYS PIPE INVERT MUST BE O SCALE. SEE SHEET
NON RESIDENTIAL DRIVE APPROACH DETAIL PLAN-PROFILE SHEET. 6"MIN.ABOVE BASE. TYPICAL CONCRETE OUTLET STRUCTURE
CURB AND GUTTER REPLACEMENT PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. W FILE: DETAILS.DWG
SHELF ON BASE NOT REWIRED. FOR STORMWATER DETENTION POND z
NOT TO SCALE INTEGRAL CURB & GUTTER DETAIL 24 STANDARD RISER INLET DETAIL O PROJECT NO:BOz 07034.D
•CITY OF BOZEMAN STANDARD DRAWING NO.02529-12(DEC 2003) -
N SCALE NOT TO SCALE •cm OF BOZEMAN STANDARD DRAWING(ROURE A-2)(MAY 2001) U NOT TO SCALE SHEET 5 OF 6
•CITY OF BOIDAAN STANDARDRD DRAWIAW m NG N0.02528-1 RENS MAR.2008 •MONTAl1A POBl1C WORKS STANDARD SPECIFICAlI0N5-STANDARD NtAMNG N0.02T2ft1-2(2/2000) °"
PROPERTY
LINE OR
FRAME AND CONVER TO BE EITHER D&L A-1172 WITH 1"COVER,MCI 305 FRAME, EASEMENT
305A COVER,OR IFCO 772 FRAME,772-B COVER,OR DEETER 1025. LINE NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT
COVERS SHALL HAVE TWO 1'PICK HOLES. GREEN STEEL POST THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
BOULEVARD AT END OF SERVICE 4, LINE A MINIMUM OF 12"(30cm)FROM THE EDGE OF THE TRENCH
VARIES NO VERTICAL REQUIREMENTS OPENING.WHERE NEAT LINE IS LESS THAN 3'(0.9m)FROM EDGE
STREET SURFACE 5'SIDEWALK GROUND SURFACE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION,
P NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING& REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN
ADJUSTING RINGS, TAP SECTION,AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATER MAIN TRENCH AND EDGE OF PAVEMENT. k
WATERTIGHT.JOINTING MATERIAL SHALL BE"RAM-NEK"OR EQUAL 4
♦;.,
2"MIN.,12'MAX. .\
FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. \ �1 ' O
2.5' IC i
g' 1 SEWER MAIN L�12%30
STREET SURFACE _ v� ()
2'-0'�1 (TYPICAL EXCEPT IN SPEGAL J_ 10'-0'MIN.
5" VARIES CIRCUMSTANCES(TYPICAL
EXCEPT
WHERE CITY HAS H (3m) 0� VERTICAL TRENCH WALLS WITH
5" APPROVED ALTERNATE LOCATION) cm)MIN. SHORING TO CONFORM TO O.S.H.A. '
PARALLEL ARRANGEMENT REGULATIONS-
AND PRECAST REINFORCED CONCRETE MANHOLE RISER
AND ECCENTRIC CONE TOP MANUFACTURED IN SUBGRADE OR GROUND > (�.
MANHOLE STEPS ACCORDANCE WITH ASTM DESIGNATION C-478. L 4 L 4 SURFACE
AT 16"CENTERS L/2 L/2
EXIS
GROUT INVERT TO MAARRKER �_ _ PIPEnNG UJ
SPRINGLINE OF PIPE N
IF GAP BETWEEN
PIPE AND CHANNEL IS SERVICE LINE.SLOPE=Ya' SLO
GREATER THAN V. PER FOOT MIN.,Y2"PER FOOT 18"MIN. TO CONFORM TO ECIFI A. OR 3UPPORTN SYSTEMS r 111 ® O
NEW PIPE BACKSLOPE AS SPECIFIEDING g
)E] 45'ELBOW MAX. (0.5m)�® TO
WARNING DTAPETAB"(45cm) COIN N IS AREA O.S.H.A.
EXISTING REGULATIONS- N
PRE-CAST CHANNEL SEWER MAIN PIPE 8`MIN.® NEW PIPE MAX.DEPTH REGULATIONS' u L
FLOWLINE (0.5m)® (OPTIONAL)
VARIABLE ?N 4'-0• IN LINE WYE FITTING FOR `PLUG - -
"rcm (MIN.) '.-- NEW INSTALLATIONS.
SHELF-SLOPE 1 SADDLE FITTINGS ALLOWED TYPE'A",`B'OR"C`
a SERVICE INVERT NO FOR EXISTING INSTALLATIONS TRENCH BACKFILL \/�
¢ PER FOOT TOWARD nt. FLEXIBLE GASKETED JOINT(TYPICAL LOWER THAN SPRING CITY UPON APPROVAL OF
CHANNEL.SEE CITY OF BOZEMAN SEWER CROSSINGS / 6"(15cm)
o a CHANNEL DETAIL. FOR PRECAST BASES-SEE DETAIL) LINE OF SEWER MAIN DEPARTMENT.
FOR WYE FITTINGS. NOS.
A. (1J SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES APPROVAL
SANITARY SEWER SERVICE LINE DETAIL IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET(3m)BETWEEN WATER MAIN AND SELECT TYPE I BEDDING
CHANNEL-DIA.OF PIPE GRAVITY SEWER. / MATERIAL PLACED I/1 >
TYPE I PIPE BEDDING IN 6"(15cm)LAYERS& V/
NO EXCEPTION TO THE MIN.SEPARATION REQUIREMENT IS PERMITTED WHEN THE PLACED IN 6'(15cm)MA%. %/ O O oo g COMPACTED AS SPECIFIED
PRECAST OR POURED-IN-PLACE BASE. NOT TO SCALE SEWAGE CARRYING PIPE IS A FORCE MAIN. po / IN SECTION 02221
A. POURED-IN-PLACE BASE,MINIMUM (DEC. LAYERS AND COMPACTED
•CITY OF BOZEMAN STANDARD DRAWNG NO.02730-2 DEC.200.T AT CROSSINGS,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT THOROUGHLY ° RI
/4 BARS-1'-0"C-C CONCRETE THICKNESS BELOW PIPE IS BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. O°Op poo.0
5'(4'DIA. THICKNESS PRECAST
INGRESS BASE,
BASES ® S( ) rog NIMUM I °Oo�g \//
LESS THAN 18 INCHE O.Sm OF SEPARATIOIJ IS PERMITTED MEN THE GRAVITY SEWER
(MIN.) Ya"BELOW TOP OF 0 4"10— o
REINFORCED AS SHOWN. AT THE CROSSING IS MADE FROM A SINGLE 20 F0DEGR m)LENGTH OF AWWA PRESSURE PIPE o o \ ( ) O o /
r NEW PAVEMENT SURFACE AND THE CROSSING ANGLE IS APPROXIMATELY D DEGREES. \ /
*�.�- THREAD
HEAVYDUTYMONUMENT BOX,SIMILAR TO CAIRD ENG.N0.50fi08-1SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES APPROVAL IS °RADIUS OF 468676 REQURED FOR A VERTICAL SEPARATION OF LESS THAN 18 INCHES(0.5m)BETWEEN WATER MAIN %MANHOLE AND SANITARY SEWER. �� TRENCH WIDTH=O.D.OF PIPETYPE 2 PIPEBEDDING / PLUS 2'60CED �//�SLOPE AT 1" STREET PAVING&GRAVEL AS REWIRED ® •L"IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. WHERE REQUIRED FOR % MIN.TRENCH WIDTH=3.5'(1.1m) itERFOOTTO SEAL JOINT WITH RAM-NEK ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. SOFT OR UNSTABLE //////// /// `AAA. ......FULL PIPE FOUNDATION 8'%3'ROUND CONCRETE SLABWATER AND SEWER MAINDEP NOTE: STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS AND THE TO DIA.aF LOWEST PIPE INVERT SHALL BE 9"HIGHER FD ADAPTOR p 14925PESEWER THAN BOTTOM OF MANHOLE. SEPARATION DETAIL "SEE O.S.H.A.CONSTRUCTION STANDARDS �,,PIPE EXPL D PLUG FOR EXCAVATIONS. ASS, �GIp
40,;
MONTANA PUBLIC WORKS STANDNOSPTOG aO ESTANDARO DRAWNG NO.02550-2 %o��NAL 1E1,I�
CLEANOUT PIPE,8"PVC TYPICAL UTILITY TRENCH DETAIL
NON-SHRINK
SECTION A—A BACKFILL NOT TO SCALE
•CITY OF BOZEMAN STANDARD SPECIFICATIONS-STANDARD DRAWNG NO.02221-1
SANITARY SEWER AND STORM DRAIN MANHOLE DETAIL 3'-0"MIN.
END OF
NOT TO SCALE TRENCH
8'-0"MAX.
"CITY OF BOI STANDARD DRAWNG NO.02720-3(DEC.200.3) 3'-0'MIN.
INSTALL PLUMB WITH I TO BACK OF CURB
PUMPER NOZZLE NEW HYDRANT,
8"PVC FAGNG STREET MUELLER SUPER
EDGE OF
BUILDING � —CENTURION 250
ADJUSTABLE SCREW
MIN.4'-0`CLEAR ALL
TYPE VALVE BO%
WITH LID SHALL BE 5'SIDEWALK END OF LINE CLEANOUT 1
INSTALLED FOR CURB AROUND(TREES,HEDGES,
STOPS IN ASPHALT (�') IF REQUIRED USE PLUG BUSHES,ETC.) Y
STREET SURFACE SANITARY SEWER CLEANOUT DETAIL AqT v o
5�
NOT TO SCALE -` ELEVATIONS As sr1oWN
ON PLANS OR 0.2' W m (n
•CITY OF BOZEMAN STANDARD ORAWINO NO.0273ftt-{(DEC.2003) I� " ae� ABOVE TOP OF CURB TYPESVALVE BOX TABLE EW o S J
CURB BOX PLACED \ • GRADE WITH LID O
AT EDGE OF UTILITY 3 A � ~ w
EASEMENT(SEE PLAN) $� �C GROUND LINE \ 1 a � 0
PROVIDE 5'STATIONARY 6COVER %\�\\i \\ N Z w
ROD IN ALL CURB BOXES '\\\%�\y\�\ Q
Ld
DISTANCE VARIES 1�\�\j\\ � Q Z Ld
SEE DETAIL \�\\ 0 = O
TAP BY BELOW UNDISTURBED \\% J 0_
� NTRACTO
EARTH \� \ MIN.S. COVER Z Z <
1\ CURB STOP REBAR ANCHOR Q
i\ IyJ
v\\\ N ED z
�\ �\
W > w
(7Q F
WATER MAIN \\i\\\\\��\\ Q m OO 48
48
BASE MATERIAL - - / - - - / 7 �� *CONCRETE t\>\\`\ N
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM THRUST \ - W
Nk
\ \ \\ \\ J W
CORP.STOP TO CURB STOP FOR "AND 1'SERVICES. \\� \, w H
STRAIGHT COPPER PIPE SHALL BE USED FOR 1 r AND 2•SERVICES. ..C. \ •C• DIMENSION FOR THRUST BLOCKING BLOCK TO MAIN LINE Q
" y \ U
i - " i FITnBc TEES s:Pwcs 9a BEND r
15'BEND 8 Wrt5 22R211/r BEND \\\\�C\� -
DAT.IIA OP-4 SELECT MATERIAL BACKFILL AREA
p/pppp/pZy CORPORATION STOP (SEE SPECIFICATIONS) / / 6" szEs A B A B A B A e \\�, JOINT AS REQUIRED FOR Q
'cla-z ATJON %//�// // /// / // //� ///•/ / //•// \ CONCRETE a a t'-7 t'-2• t'-9• t'-e• t'-8• tl-ta t'-T D'-e' 1\�\\\\\i PIPE SPECIFIED (, Q
_ slop
TAP YA/N AT /////////// / //// ///////////////////////// .T 'T .✓n .� ANCHORS T .✓\ .� - V
r Y-D' 1'-11' 2'-5' Y-z' 1'-l0' 1'-7 1'-r 0'-l0• \���\\�
SPRIAB'LJA'A' �j///// / /// /////////////////////////////�SERVICE PIPE "B" 'A' 8• Y-e• Y-e• 3'-z• 3'-D• Y-5• Y-1• 1'-9' 1'-e• �yC\%_�\ \%i
/j% 0' 3'-{' 3'-3' 4'-0' 3'-10' 3-0 2--9 z'-r -11'
12• a'0• Y-10• a'-e• {'8• Y-8• Y-3• 2'-7• 2'-T
6'MIN. NOTE: COAT RODS WITH'KOPPERS"BITUMASTIC NO.50 COATING OR EQUAL
p 1{' S'r 3'10• 8's• a'n• a'9• 3'S• 3'-5• z'-5• NEW 6"AUXILIARY GATE VALVE
MIN.$CUBIC YARD WASHED GRAVEL
i
THRUST BLOCK DIMENSIONS NOTI::SOIL TABLE IS BASED ON 150 P9 MAIN PRESSURE 2000 PSF FLANGE JOINT
/ /i // 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI 500.BEARING PRESSURE
\\\ WRAP ALL FITTINGS NIIH POL1ElNriENE
BOTTOM���\%i\ e� Y Y r-o:.-0.z.-0.,. ,._ RDH/CMK
/ / / \ -o Y-o z• 0 z•-r Y-o r-0 r-0 Y-r 'MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK CA
, 2 ;0• �-0 T-D Y-D•Y-e 2•-e 2• 2•-Y Y-6.2•-Y Y-D 3•-a 3•-0 3•-7 3•-0 3• THRUST BLOCK DETAIL
\\�\%\\\� 2 ]T-O T-0'S'-O S'-O 2'8 Y-r V-V Y 1'-3 V-O S'-0 s'-1 3'-0 S' DATE( 1 O/12/O7
1 14 2-]Y-0 Y-0'S'-0 3'-0 S' a•-r Y-0.3' 1'-0 1'-0 4'-0 4'-e 1•-0 a• REVISIONS: 11/09/07
, 8 16 s-o3'-OY-O'4'-43'-O3' 4'-1.1'-0.4' S'-11'-04'-0e•_11•-0a• FOR WATER MAIN FITTINGS) FIRE HYDRANT DETAIL 1/3/08
1 4 18 —E V-1.1'-0•s e'-a 1•-o a•-0 s•-0 s•-0 s• 2/15/08
GENERAL NOTES: 3 8 24 a•-1 r-o a-0•r-s r-o a• e•-r5'-o•s• e'-s e•-o e•-0 r-0 e•-0 e•-o• NOT TO SCALE NOT TO SCALE
1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 Y2 FOOT COVER MEASURED2/21/12JJ
FROM THE EXISTING GROUND SURFACE,EXCEPT THAT COVER SHALL BE NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. 'MONTANA Pueuc waRNs STANDARD sPEancnnorvs-STANDARD DRAwIrvc rvo.o2sso-I •cltt of eozEMAry STANDARD DRAWIrvc rvo.ozsso-<(DEC(DEc zoo3)
MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID APPROVED BY:
TO A STREET SIDE WHICH HAS AN UPHILL SLOPE.WATER SERVICE LINES OUAIJTY ASSURANCE
SHALL HAVE A MAXIMUM 7 Y2 FOOT COVER AT CURB STOP. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6'VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.
2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE MEAG-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU CONCRETE THRUST BLOCKS.
DRAWINGS OR AS SPECIFIED. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.
3. BEDDING SHALL BE 1"DIA.MAXIMUM'WITHIN 6"OF SERVICE PIPE.
4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN
OFF-POSITION. THRUST BLOCK DETAIL SCkE: SEE SHEET
WATER SERVICE LINE DETAIL (FOR WATER MAIN VALVES) "CONFORMS TO CONSTRUCTION RECORDS" FILE: DETAILS.DWG
NOT TO SCALE PROJECT NO.BOz 07034.
Cl D
NOT TO SCALE UTILITIES — NOVEMBER, 2012 SHEET 6 QE 6
CITY BOZEMAN STANDARD DRAWING N0.026fi0-3(DEC 2003j