HomeMy WebLinkAboutCattail Creek Lofts Project 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 -
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`�'• 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. ZONZOT-3 _1 p CAUTIONI EX. I =
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EASEMENT / PROVIDED BY OTHERS
CURB(TYP.) EASEMEN="DEN / NEW 32'WIDE LOT 4WATER&SEWERUNT / ASPHALT EASEMENT ZONING=M-1NEW STANDARD CONC. BEING TIE / PARKING AREA r 6"THICK CONCRETE /CURB AND GUTTER MAIN 10' AN OWNER:
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MICHAEL J SCHEGEL LOADING IDEWALKDOCKS(TYP I
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NEW LANDSCAPING \ \ �\ �e _09ZEMAN.MT 59715 _ _ _ _ _ _
V I I A ,�' _ _ _ _ _ _ — �- F_ 1.940 AC
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v " v y � / / m I / N
EX.POWE I \\\\ / Z
V A V PEDESTAL TO V.' "� o I A
_ \ BE REMOVED
V A \ y D REPLACED
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NOTE: \\ \ �\ PEDESTAL
\_- GENERAL NOTES: \\ I f /
_ 9s�� IN PLACE 1.CONDUITS AND OR SLEEVES FOR LANDSCAPING,SITE LIGHTING AND I I LI-I
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO \ ELECTRICAL WILL BE PROVIDED BY OTHERS. / \ I F- > C,A, 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 REQUIRES CONTRACTOR TO \ .� UNDERGROUND N O DATE:
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. \ /' 0 2 POWER IN PLACE 0 1 I I / / Z Z REVISIONS: 11/09/07
-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 / /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 / 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 / / APPROVED BY:
-BENCHMARK#1: PC ALUMINUM CAPPED REBAR(TDH 12251S)ON WEST SIDE OF LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION \ \\ \\\ \ /1 0 \ I II I\ QUAM ASSURANCE
N 34965.42 \ \ \ \ ff _ /� f \ \ \ I
E 33801.49 \ \\ \\ \ \ \\ 1 20 I \I I I I cNc J
ELEV.=4683.90
-BENCHMARK#2: PC YELLOW CAPPED REBAR(TDH 12251S)AT SOUTHWEST CORNER OF LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION
N 34685.89 / \ \ \ \ A / I 1 I I a /\4s SCALE:
33956.90 \
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Isl THIS SAN.SEWER dlLOT r 34 SEWER MH-2 4 fi86.63 w T PIPING m s,r&nu I L---- _
" EX. "SA RY SERVICE WAS USED FOR zONlNF-1F> INV E- 77.42 v.auTl"t"1-4sn.n
SEWER VICE TO UNITS 1A AND 1B INV IN( 77.42 (szc ozTuy 1�1^ "
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INV.IN((E)=f 4671.07 I 1 IneM Gzr"0 STA.3+44.94 I` \\
INV.OUT(N)=t4669.21 SEWER MAIN 1 a 0 NEW 48"SAN
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NEW 48"SAN + PVC SANITARY SEWER MAIN z 9 \�`
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- RIM= 6r8Q 4685.73 \` I
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RIM=t4684.67 -- ��` r---IFISTALLT�9'5T L --- _ 4680.49 1. LU
INV.IN(SE)=+4672.20 -�`� -- --- --- ---- SEWER MAIN8 PVC
INV.IN(E)=t4672.16
INV.OUT(NW)=t4672.12 INV.=4681.96
SAWCUT EX.ASPHALT a \ h1' �-. ,,, cnri ; j I
FOR EXCAVATION \ C1,._ II NEW SAN SEWS
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SANITARY SEWER MANHOLE INSTALLED 4 / '
10'SOUTH OF DESIGNED LOCATION. _ j II /�
SEWER MAIN INSTALLED To TIE INTO LOT z8 / / SA I I I V/
CORRECT SSMH-2 LOCATION. zCNUr__R-O
EASEMENT MOVED TO 10'OFFSET NEW ELECTRICALS•T I
FROM SAN.SEWER LOCATION. TRANSFORMER \ ':S+ INV=46 63 / ?y \, / °� 'A ,
OTHERS(TYP.) \ \Y w \�, // ,y CP /5 o/ 58 I a II I
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\ \ / / g�0 IWNV.OUT(N)=4680.60 $ I I
SCALE
PLAN : 1" = 304F\ ° \ / ,. 5LOT
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PROFILE *TODD STEPHEN7,*c
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HORIZ. 1° = 30 Q M�Sy / 0 A M 14925P9zsP
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VERT. 1° = 5' \° INV.=46az.63
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30 15 0 30 60 EX.SANITARY
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WER MANHOLE
RIM=4686.15 88
INV.OUT(NW)=t4674.60 DLOL•/1.6 '� s d I i n PROPoS6D
LOT 9 CONTRACTOR TO i C9TTAlL CRBBN I I i I LOT>._/f
zON(2)12
\ SUBLlYlSlOhtPNASB'>
(2)12"CONDUITS \ j CAP AND MARKALL SER
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FOR POWER,GAS, °\ \ j,i S RVICES 5'FROM
TELEPHONE&CABLE \ BUILDING(TYP.) 1
\ STA.0+17.33
1
NEW 48"SANSEWER MH-5
NOTE: RIM=4687.44 "L
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO °\4\ / \� INV.OUT(NE)=4681.29
THE EZNER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, LEGEND -BENCHMARK#1: PC ALUMINUM CAPPED REBAR(TDH 122515)ON WEST SIDE OF LOT 4,BLOCK 4 CATTAIL CREEK SUBDIVISION
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO 42
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 3 N 34965.4965.9
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE W1TH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
ss EXISTING SAN SEWER MAIN ELEV.=4683.90
2003,AND THE CITY 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 = Y
LAYOUT AND STAKING TECHNIQUES AS ARE REWIREDIRED ELEV.E 33956.90
BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 4686.80 � U
SEWER MAIN 1 SEWER MAIN 2 w m
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SHEET 3 OF 6
• •— Iu ° D B° 72'OF 8"WATER MAIN. wm mnn°w cc m"s�uu`i $I j L
LOT�� PONJA'F-AFf RUN FLAT NTH NEW 8" IxvxauTREN`�e'ai -
GATE VALVE 4'NORTH OF TEE. () -
V ENDED N1TH'MEGALUG'CAP.
-..-..._...�-._- __...-..._._-...----._-
NOTE: " HYDRANT EW 8 HYDRANT
� OR TO NA34930.12 NSEMBLY ASSEMBLY
34929.51
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED / TR
ACCORDING TO THE BEST INFORMATION AVAILABLE 70 THE ENGINEER.THE ENGINEER ° 1;�4 INSTALL CURB E 33926.69 ARROW-BOLT E 34123.22 ELEV.=4688.18 I I
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER, c--- $1� I OP&BOX AT BURY LINE LEV:4687.87 NEW 1"WATER BURY LINE " f
POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES z/11 ENT FOR ELEV. SERVICE(6.5' ELEV xv.-xai.T I F I I I -®� ® U
R AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO CALL ALLi ,ALL WATER 5'TYP MIN COVER)( ��. 4686.09 I
UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. SERVICES TYP. ���"%//�"" 468583 / i7 I I r
" w NEW U DEGROUND POOR L I -
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE NTH MONTANA PUBLIC x —
WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,2003,AND THE CITY OF I I - V- ` NEW°ND GR UND GAS
BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1 AND
No.2. —
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE +oo WATER MAIN 2+0o a+oo w,nwxT \ ♦ I e
PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE 4A \ LU
STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED - -- I 287.88 LF.8 D A N. V 94.98 L.F.8 DIP WATER MAIN. \� N
IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE (MIN.6.5'COVER) xera eww i -
HOT TAP EX.12"WATER MAIN ax xau.2i I _
SPECIFIC TYPE R WORK BEING PERFORMED. �, I e
( NTH NEW 8"CONNECTION. I PROPOSED 8"SANITARY SE z \ - � � I - O
CONTRACTOR TO VERIFY LOCATION AN \ I' \ i 'ry(s✓<_0 \��\\ LAC 0
DEPTH PRIOR TO CONSTRUCTION) I �� —————— —— `-� F- r ZiS.S31.F.�"�1P———
-BENCHMARK#1: PC ALUMINUM CAPPED REBAR(TDH 12251S)ON WEST SIDE R LOT 4, INV.t4676.50 -€ _ — ——— WATER MAIN(MIN. - < ♦ \ °— Lu
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BLOCK 4 CATTAIL CREEK SUBDIVISION \ \ _ 6.5 COVER) I m \ \\ p _v
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LEV.=4683.90 FOR EXCAVATION I w \ ! I g \\ II •�
OF NEW WATER MAIN } 1 MIN. i rc
LOT 4,BLOCK 42 CATTAIL REEK SUBDIMSION NON-SHRINK
YELLOW
CAPPED R(TDH 122515)AT SOUTHWEST CORNER OF KMATERIAL34685.89
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CONTRACTOR TO LOCATE \ �\ `�P O\Q CONTRACTOR TO INSTALL
EX.y4"WATER SERVICE& o a 0 / / ONASEMENTSTOP-OR BOX
ALL WATER Ig
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VERT. 1" = 5' FOR POWER,GAS,
TELEPHONE&CABLE \ I
HOT TAP EX.12"WATER MAIN \ X.FIRE SERVICE
'NTH NEW 8"CONNECTION. TO BE ABANDONED I J
(CONTRACTOR TO VERIFY LOCATION AN AT MAIN IF
30 15 0 30 60 NOT I I I I r
`\PRIOR TO CONSTRUC DEPTH UTILIZED BY LEGEND i IDEPTHTION) ADJACENT PROPERTY
INV.-±4680.00 OWNER I$
SAWCUT EX.ASPHALT <3 w EXISTING WATERMAIN I
FOR EXCAVATION I
II "
OF NEW WATER MAIN \ PROPOSED WATERMAIN I I
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PRO 0
WATER MAIN 1 \ / \ PROPOSED WATER SERVICE $
WATER MAIN 2
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oc� <w zr S m 3 n o c n 3 LLz a'$ rn o on DATE: 10/12/07
_m io II v m�� u� `o'°. ? -.z a ITS �� tO z'. Ilw<� 1 A.-c 9' 11/09/07
1 o II r II m II n II II 1 m II m II r 1 W s REVISIONS:
o mm N } II II II m II m m 1 "I II II
O UUz< SKm WOai 2 �Zm2 tV to N� C+12 AZ 4z MPS Mloz AQ 9 OOOa> > Q> "LL> OZ +O H > +w> NQ> NZ +> 1/3/D8
4660 „=m 4660 ��o=_ z m� o= �� mz �� - - 2/20/08
- 12/21/12JDJ
on n 4I a -v> M� o
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APPROVED BY:
o
"< "!? OUAIM ASSURANCE:
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00
SCE:
"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)¢'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
A JOINT -III III-III-III-III 1 EXPANSION JOINS
2i MA%' - ;J-
5 .5' 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"-^-T
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 1 O�"„"•"/i'�'''
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 �1�9's° AX
OUTLET CHASE
0M �*TODD STEPHENY;*=
�OF, �t -A MITCHELL -W�
1:12 MAX. 14925PE
STANDARD SAOF'� -�
6"CONCRETE 6' CURB SECTION 2 X*DEPRESSELK D
P
C. RAMP O i��NAL j1111
3'GRAVEL BASE(TYPJ _
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 Yi' 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" N BASED ON 25-YEAR EVE ,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'UNTREATED 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❑D OUTLET PIPE O 2 O 0
Z �
35'COMMERCIAL D a CZ? d OU
40'INDUSTRIAL ram}
CURB do APRON POURED MONOLTHIC TOPSOIL ? 0.375' DOd�O� NEENAH NO. EQUAL
Y O < 48
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.=4664.23 W
SUB-BASE LOURS 9"(22.9cm) 2-2"(5cm)ADJUSTING L O <
CONTRACTION JOINTS TO BE SPACED 5' AS REQUIRED pd
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 F-,•SLOPE 1/2`PER_0.56' ELEV.=4681.73 �- (33 LF) � ui
�. SIDEWALK DRIVEWAY APRON 6" i'SL "36"(.9m) F_ > CA RDH/CMK
_ II _� „�- -11 (n O DATE: 10/12/07
5'TYP. (VARIES) ,.II 9.5"� 9.5°-I 1%M1=.SLOPE
W Y.'PER"FF T tlOpF�^ I STREET SURFACE ° Z REVISIONS: 11/09/07
z e Z
INV.=4681.73 1/3/08
• / DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB 6"MIN.12"MA%. O
9 MIN.
a
SEDIMENTATION U I 2/15/08
BASIN TEE SET°' NOTES: 3"MIN. VERTICAL 12/21/12 JJ
3'WASHED 1. SUBGRADE OR BASE COURSE CURBCOMPACTION SHALL CONFORM TO SECTION 02230(MPW SPECS.,1996 ED.)
MIN 0 w APPROVED BY:
u ROCK CURB&GUTTER 2. CONTRACTION JOINTS SHALL BE PL 'ACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF ' ^ "•""
MIN.6"THICK h .. AND MINIMUM WIDTH OF$". ° a; ..• 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 44"TYP. -
HIS REPRESENTATIVE. ' 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 SCREE: SEE SHEET
NON RESIDENTIAL DRIVE APPROACH DETAIL PLAN-PROFILE SHEET. 6"SHELF 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 III STANDARDRD DRAWIAW m NG N0.02528-1 RENS MAR.2008 •MONTAl1A POBl1C WORKS STANDARD SPECIFICAlI0N5-STANDARD NtAMNG N0.02T2ft1-2(2/2000) °"
PROPERTY
LINER
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 SPECIAL J_ 10'-0'MIN.
5" VARIES CIRCUMSTANCES WHERE CITY HAS (3m) 0� VERTICAL TRENCH WALLS WITH
5" APPROVED ALTERNATE LOCATION) cm)MIN. SHORING TO CONFORM TO O.S.H.A. '
PARALLEL FI 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
GROUT INVERT TO MAARRKER �_ _ PIPETING _ 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 � ® O
NEW PIPE BACKSLOPE AS SPECIFIEDING g
45'ELBOW MAX. (0.5m)�® WARNING DAPETIA8'"(45cm) COIN NE RM IS AREA
O.S.H.A.
EXISTING REGULATIONS- TO
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-SERE 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 ONLY 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 FORA DISTANCE LESS THAN 10 FEET(3m)BETWEEN WATER MAIN AND SELECT TYPE I BEDDING
CHANNEL A.OF PIPE GRAVITY SEWER. / MATERIAL PLACED � ) >
TYPE I PIPE BEDDING IN PLACED LAYERS& �//
� NO EXCEPTION TO THE MIN.SEPARATION REQUIREMENT IS PERMITTED WHEN THE PLACED IN 6'(15cm)MAX. %/ O O w 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 ( ) LAYERS AND COMPACTED o0°po p°°o
•CITY OF BOZEMAN STANDARD DRAWNG NO.02730-2 DEC.tow AT CROSSINGS,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT THOROUGHLY ° R, p° \�'
/4 BARS CONCRETE THICKNESS BELOW PIPE IS BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. 0°Op p0
oF
5'-4'DIA. THICKNESS 8 INCHES.PRECAST
INCHES.BASE,
BASES ® S( )NIMUM I % g
LESS THAN 18 INCHE O.Sm R SEPARATION IS PERMITTED MEN THE GRAVITY SEWER
(MIN.) Ya"BELOW TOP OF 0 4"10crt1 o
REINFORCED AS SHOWN. AT THE CROSSING IS MADE FROM A SINGLE 20 FOOT(6.1m)LENGTH OF AWWA PRESSURE PIPE o o \ ( ) O o /
r NEW PAVEMENT SURFACE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES. \ /
1 HEAVY DUTY MONUMENT BOX,SIMILAR TO CAIRD ENG.NO.50608-1 SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES APPROVAL IS /°
RADIUS OFELEV.4686.76 REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN 18 INCHES(0.5m)BETWEEN WATER MAIN %
MANHOLE AND SANITARY SEWER. _, TRENCH WIDTH-O.D.OF PIPE \/
TYPE 2 PIPE BEDDING / PLUS 2'60cm
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 W1DTH=3.5'(1.1m) %//\% �111j1N T q�!•��
FU L P11PER OLTTO SEAL JOINT WITH RAM-NEK ® ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. SOFT OR UNSTABLE /////////// ///// \• ``AAA�O.............•�q
FULL PIPE FOUNDATION 8'%3'ROUND CONCRETE SLAB / *}TODD STEPHEN *_
WATER AND SEWER MAIN MITCHELL �_
DEP NOTE: STRM DRAIN MANHOLES SHALL °"•
NOT HAVE FORMED CHANNELS AND THE SLIP HUB TO
DIA.aF LOWEST PIPE INVERT SHALL BE 9"HIGHER FROST THREADED ADAPTOR p 14925PE
SEWER THAN BOTTOM OF MANHOLE. SEPARATION DETAIL "SEE O.S.H.A.CONSTRUCTION STANDARDS ��•,, !�_\
PIPE EXPANSION
SLEEVE THREADED PLUG FOR EXCAVATIONS. ASS, �GAp
40,;
NO
MONTANA PUBLIC WORKS STANDARD
SP TO SCALE-STANDARD DRAWNG No.02550-2 I�
%o��NAL tE1,
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. 45` )E�ENO
END OF
NOT TO SCALE TRENCH
8'-0"MAX.
"CITY OF BOI STANDARD DRAWNG NO.02720-3(DEC.200) IFS 3'-0'MIN.
INSTALL PLUMB WITH I TO BACK OF CURB
PUMPER NOZZLE NEW HYDRANT,
8"PVC FACING STREET MUELLER SUPER
EDGE OF
BUILDING � —CENTURION 250
ADJUSTABLE SCREW
MIN.4'-0`CLEAR ALL
TYPE VALVE BO%
AROUND(TREES,HEDGES,
TH LID SHALL BE 5'SIDEWALK END OF LINE CLEANOUT 1
INSTALLED FOR CURB
WI
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 srloWN
ON PLANS OR 0.2' W GO (n
•CITY OF BOZEMAN STANDARD DRAWING NO.0273ftt-{(DEC.2003) I� " ae� ABOVE TOP OF CURB ADJUSTABLE SCREW .1 J
CURB BOX PLACED \ • GRADE WITH LID O
AT EDGE OF UTILITY 3 A IIr ~ W
EASEMENT(SEE PLAN) $� �C GROUND LINE 1 a
PROVIDE 5'STATIONARY 6 V MIN. Of
COVER %\�\\i \\ N Z W
ROD IN ALL CURB BOXES '\\\%�\y\�\ Q
DISTANCE VARIES 1�\�\j\\ 0 Q Z
SEE DETAIL \\\\ 0 = O
TAP BY BELOW UNDISTURBED \\% J D_
�,CONTRACTO
EARTH \��\ MIN.8.5'COVER Z Z <
1\ CURB STOP REBAR ANCHOR Q
i\ IyJ
v\\\ N m z
�\ �\
W > w
WATER MAIN \\i\\\\\��\\ Q m DO
BASE MATERIAL - - / - - - / u7I
IKEilk �� -CONCRETE t\>\\`\ N
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM / - / \ - Of
\ \ BLOCK \\ \\ TO MAIN LINE J W
CORP.STOP TO CURB STOP FOR Nk"AND 1'SERVICES. \\� \, w H
STRAIGHT COPPER PIPE SHALL BE USED FOR 1 r AND 2•SERVICES. ..C` \ •C" DIMENSION FOR THRUST BLOCKING \\� \� Q
" y \ U
FITTING LEE PW WYE S 6: GS 9a BEND 15'BEND 8 S zzi/z•BEND
DAT4,rZ OF-4 SELECT MATERIAL BACKFILL AREA szEs
p/pppA•/p/,y CORPORATION STOP (SEE SPECIFICATIONS) / / 6" A B A B A B A e REQUIRED FOR Q <
\ CONCRETE ° { t'-7 t'-2' t'-s' t'-r t'-8' tl-ta t'-7' 0'-5' 1\�\\\\\i PIPE SPECIFIED (, Q
_ TslopAP YA/N AT /////////// / //// ///////////////////////// .T 'T .✓n .� ANCHORS T .✓\ .� - V
r Y-0' 1'-11' 2'-5' Y-z' 1'-10' 1'-7 1'-r 0'-10' \���\\\
TAP A'VNA' // / PIPE 'A' s• 21 Y-s• Y'2• Y'v 21 2' 1'-a' 1'-6• �yC\%_�\
10" Y-r Y-3' v-O' Y-la Y-D• Y-B• Y-r V-1r \�\\\,\\���\V
Y•8' Y•3' 2'7- 2'-3. \\"�('\�1�\
6'MIN. NOTE: COAT RODS KITH'KOPPERS"BITUMASTIC NO.50 COATING OR EQUAL
// (] 1{' S'r 3'10• B's• a'n' a'B•\ 3'S• 3'-5' NEW 6"AUXILIARY GATE VALVE MIN.$CUBIC YARD WASHED GRAVEL
i
THRUST BLOCK DIMENSIONS NOTE:1H15 TABLE IS BASED ON 150 P9 MAIN PRESSURE 2000 PSF FLANGE JOINT
/ // / /i // 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI SOIL SEARING PRESSURE
\//\\�/
A\\
A B C A B NITN C A B C A B G A B G WRAP ALL FITTINGS POL1 V ENE
\\��� / \����/\����/���i� TRENGi BOTTOM����i\i� e°° 2• z. :.-o:.-o.:.-o.:. Y_
/ / / \ -o Y-o z• o z•-r Y-o r-o r-o Y-r 'MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU R CONCRETE THRUST BLOCK C,A, RDH/CMK
;0• �-0 T-D Y-D•Y-6 2•-e Y X• 2-6'X-Y 3-0 Y-a T-0 X-7 Y-0 3• THRUST BLOCK D E TA I L
-]T-O T-0'S'-O S'-O 2'-9 Y-rT-O.3' 1'-S S'-O S'-0 s'-1 V• X DA�( 1O/12/O7
1 14 2-]Y-0 Y-0'S'-3 3'-0 S' a•-r Y-O.V 1•-0 f-0 4'-0 a•-e 1•-0 a• REVISIONS: 11/09/07
18 16 s-o3'-OY-O'a'-43'-O3' {'-1.1'-0•{• 5'11f-01•-0W-11•-0a• FOR WATER MAIN FITTINGS) FIRE HYDRANT DETAIL 1/3/08
1 4 18 ]-s a•-o Y-o•r-s s•-o 3• V,1.10•c e•-a 1-2a•-0 s•-c W-0 s• 2/15/08
GENERAL NOTES: 3 8 24'a•-1 r-o a-o•r-s r-o a• e•-r 1,ow v e•-s Y-0 e•-0 7-0 e1-0 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 ROUND SURFACE,EXCEPT THAT COVER SHALL BE NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. 'MONTANA Pusuc waRNs STANDARD sPEancnnorvs-STANDARD DRAwtrvc rvo.o2sso-I •cltt of eozEMAry STANDARD DRAWtrvc rvo.ozsso-<(DEC(DEG zoo3)
MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID APPROVED 9.
TO A STREET SIDE WHICH HAS AN UPHILL SLOPE.WATER SERVICE LINES OUA1JiY 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 R 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 SCAEE: 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