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3 VEET PLAN-PROFILE ENTERPRISE BLVD STA. 22+00 TO STA. 28+ 42 WATER PLAN-PROFILE SOUTH 2OTH AVENUE STA. 0+00 TO STA. 8+00
4 ST PLAN-PROFILE ENTERPRISE BLVD STA. 28+00 TO END Adr, 43 WATER PLAN-PROFILE SOUTH 2OTH AVENUE STA. 8+00 TO STA. 16+00 1C
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9 STREET PLAN-PROFIL OUTH 22ND AVENUE S 8+00 TO STA. 15+00 48 WATER PLAN-PROFILE EDWARD DRIVE
10 STREET PLAN-PROFILE NLTH 22ND AVENU A. 15+00 TO END 49 WATER PLAN-PROFILE BLAKE DRIVE
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29 SANITARY SEWER PLAN-PROFILE SOUTH 22ND AVENUE STA. 10+50 TO END 68 CROSS SECTIONS EDWARD QAor Q
30 SANITARY SEWER PLAN-PROFILE EDWARD DRIVE 69 CROSS SECTIONS BLAKEJFVE Ld
31 SANITARY SEWER PLAN-PROFILE BLAKE DRIVE 70 CROSS SECTIONS NI C DRIVE
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SITE F 37 SANITARY SEWER PLAN-PROFILE ALLEY #2 STA. 8+00 TO STA. 16+00 76 OREET DETAILS
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THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
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THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBUC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
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4 4980 = _ _ _ _ _ = 4980 DATE: 7/13/06
I� 11 1 A 1 1 1 1 11 II
RENSIONS:10/25/06Ae
W b N W R O n O91
$ $ ORMS TO CONSTRUCTION RECORDS"
APPROVED BY:
UTILITIES — OCTOBER, 2006 oumm'ASSUME
g 4970 4970
SEE SHEET
rvIn O1 mn cmi Mn o$ mn , -9 mn en no FILE: 22ND-PRO-SS
9c od Sri ^v �v ay 6. �ri
PROJECT NO:BOZ 05021.0
SHEEP is OF 78
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
- 1 1 5
I I I I ., I I 61 LF NEW DUAL
I I II II m N _ 1 I 1 �__i 1 RCP(118 28 V EfOVA� w / 5000 SF 14 REMOVE&DIB WRE I . v F A �
/ M E BARBWOSE \ I I 1 CUL RT WITH F
NEW HYDRANT 5000 SF FENCE \ I C \ 1 \ \ 1 INV.IN(SE)=Y82 /a. C
18 °•m �$ 17 // A� -BLOCK 16 N 49539.45 BUILD BENCH AROUND 13 �\ „ n zll II SETBACK INV.OUT(N�91.04 / �:-'4
o ZO z� / im E 4953OLT HYDRANT TO PROVIDE Ari \ m Gmmz� 30916 SIF / NEW HYDRANT Q
7013-SF 16 ARROW BOLT 5000 SF ) I o�� j m Y n A u s / SAN SEWER MAIN �¢..
1 !b 1 1 NE36700.R3NT 7826 SF -a - -� m w r t^,I 1 r I I z / 27 LF OF 8" E SO086.NT
m> ELEV.-4999.84 ADEQUATE COVER / Zpt 10 N po V
7s11 sF OL
12 -< 11 za mo I 1 $ _ z m N 36713.11 0 0.0040 ft ft ARRow 6'2
,� 3 m z z E 49991.E
11 IA 1\1\ E 49284.41 // INV.- INV. / z - 9398 $F zm n I I <-< a I / OLT
yl\ ARROW BOLT 4988.77 4988.57 INV. 5000/SF .3 0 7520 SF - < y .�$_<' w - I NEW 30'WIDE ELE4.=4997.40
LEV.=4997.72 4988.15 aw\r --- 1 I z_4 iO 1 L.
m R=15' - - 88.43' 70.00 75.00' 49.94' -- II PUBLIC&ACCESSTM
- --
�� 4 \ L 18.9T -- - / -------- --- --- - -- 49.95' - ---- 49_96' - -_- /4 8T -- - �" o EASEMENT
-_
75.18' �
N� z
w py�y\ \ N 'u.: 5.5] � 9800 96.Ia -_---- --- �- N-�- - -- --- - ------ - -- - � -- ^ _\- N�tl,} 111 I � /
62�8SF \ \ _ 6 } : _ -- 9540 -- _-_ ---- - $mmm°'� +00
____ _ _ 102.50
DWA1\V �RI-Y 94.5) 96.I5� - �y,A Lu
8•DIP WATER
wareP CROWN uN ee - _ - - i00 5 88D4'7"
n wN too
\ G -•A-.. - - / -- ---- -------------- NW 9 --- - - - - = - - -- INV�.= --- w�,r -_ --- a�g-- _--• y I\ 192N.2 53 6�85.2409 LF OF 8"
INV.IN(NW)=88 10
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9. _--- gala--_ --- __--- 15 `
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w •: o \ R=15 75.00' -- --- -- --
o. a Q \ L-28.51' IL 50.00 50.00' 50.00' x / m 65.00' - --_- -- `-
6030 SF 1 _I 00'
\ SAN SEWER MH 98 85.00' � �\7p;pp\ \j SETBACK
\ 886E SF RIM=4995.61 J SAN SEWER MH \ t
INV.OUT(E)=87.81 -BLOCK 1 / RIM-4996.32 80913 SF 7 C
5,vNAVY 2 IN IN(W)-86.63 L�
N�K n m 3 INV.OUT(E)=86.43 1 I.I m 7 3 m / / j/ u So LF 1. /
6W >m 7500 SF A e 5000 SF 4 n I 6 -k- 6500 SF J w $ II m ARD = I \ Pvc®os�
\ \ S\0 HEpS) j j g 5 1 .3 3 / o, 1\I N TOP 0 P D=4995.00
\ \ °W/ - ?m 5000 SF z m I IIII 5000 SF N // 6500 SF r z \ ��\ g N \ \BWBATER 9N4..00 ___- -
i\ 500�S� I I / zm a 9 �\ \ 11 .. m D=1 R�UOTTR�OSI ORAV1144115 CF ♦/�
'y 7848 SF z�, sro c s W�NA-�1519 CF �/♦ 3
4990.41 ----- \ / I 1 _ STA.3+66.29=� I 1 N (4:1 5IID $F� ES,SEE
1 6 �• SeORMTDRAIN o \ DETAIL)I I II Q
R/N R/W
30•
NOTE: SCALE 2�7 12 12'
j,
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO PLAN 1" = 30' z
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, M ,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO PROFILE 3z 3.
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. HORIZ. 1 30'
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, VERT. 1 tt = 5' 4.1 Al M4X
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
WOVEN GEOTEXTILE FABRIC
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A UNDER SUB-BASE
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION (MIRAFl 550%,AM DO 2004 pLgp,T MIX ASPHALT SURFACING,
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. OR EQUO 200) COMPACTED SUB-GRADE
3"MIN.DEPTH
-BENCHMARK/1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 6"OF 1 Yz"MINUS CRUSHED GRAVEL BASE COURSE 15"OF 6"MINUS UNCRUSHED SUB-BASE COURSE
N 34897.73
E 50303.75
ELEV.=5023.28 TYPICAL STREET SECTION ON TA
-BENCHMARK/2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
N 40219.41 (EAST OF SOUTH 2OTH AVENUE �' IC
E '83 OR - DENOTES "AS-BUILT" CONDITION
ELEV.==4939.18 NOT TO SCALE
-DATUM=NAV)88
A E
-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 to �rCENSEO
-SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR/2 ELEVATION TO CONVERT TO COB DATUM. `WS'�0/(A7.E�.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. "CONFORMS TO CONSTRUCTION RECORDS"
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. UTILITIES - OCTOBER, 2006
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
W
HIGH POINT ELEV=4997.00 (n
HIGH POINT STA=2+50 Q w
PM STA=2+50 = H
PV1 REV 4997.08
5010 A.D._-1.00 5010 a 3 u Li_
m K= 50.00
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N N n� II II $II II II 10/25/06A8
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Z N N a<i a zd z< < z< T<. z< z< z< 1*.Zzzz
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z z z _ z _ z _ z _ QUALITY ASSURANCE:
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EDWARSDE�E RSOH_ESEST
m9 m m �4, FILE:
a PROJECT NO.:Boz 05021.0� v .a mn c R.
SHEEP 30 OF 78
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
EX.FORK OF I \ Iw
DITCH TO BE I \
e �' / ABANDONED
;o w BLOCK 17 /
OPEN SPACE, E o ' �,
3003 SIF NEW 6 1 1 c BLAKE m n REMOVE&DISPOSE
510EW _ I 1 1 N II OF EX.BAR / v
jw jq FENCE \ BUILD BENCH AROUND
/' 2 y ?♦ HYDRANT TO,PROVIDE 5000 SF
1 Ew= 1 I NEW HYDRANT 1 7 _ jm �j \ n ADEQUATE COVER , NEW HYDfj/ANT 3�w N/ g + 'I z m\Z I I \ \\ \ �
ss.6s 1 I I N 36438.75 18 7053 SF 16 II rn \ >a 1 4\ w N 36433 37 Y z3 I m / \ 1 0 roi \ \ \ �� E
^ \ ~ E 49637�23 3 o I�ti j o °"o I I 51 .'�
I I 11 E x93s4.1s 7g65 SF 5000 SF �+ 15 3v -Apvy _ z$ N• \
< o \ \A
_ A 5000 SF -o 7846 SF ad C
AkRow eoLr BOLr �,g 12 11 P, o N z
INV.- I I 1 ELEV.=5001.30 J{5000 SF ELEV.=5003.12 _ QQQ$F 6197 $F� I �Pc p, \ \\ . u
4991.87 m 1 I o 69.20' 70.53' gp.00' / \ �N/
---
ol I � ,, _� --- -- -- ------- - --- - ---- - --- - So_o°°�- o.00' --- � 88.eK w m \\ � �
50.00'
99O_ .14 ----- -- - --- -/ - ----�- - --- - -- i ----- - - - ---- - L.
50.00' f�
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7562 SF i� I I L=21.01' 9]B 9924 - _ __ _ L6�• I 99.96 99.92 99.38\ 9.02 \
wAff cdQ _ NEW 8"DIP WATER MAIN
MH 1m - � - _-_5 EB'S4'3]"E - 2+00 � 3+00 / _
D1
BLAKE DRIVE_ - - m a _ 6,6.9,' _ _ E+DD __-- ass SPARK III SCALE W
-BLOCK 15- II I N 99- -- HcwsmRasPVs T - --__ PCRow f 23454 SF II PLAN : 1" = 30' ai
h
I -004 D;a- - - _ _ _ -INV. - ---- R-15 9E pM I 1 PROFILE c
_ ' -99.7i 99�9 - ------ - --�499T:6 _ --_--\--- - I3990.82 f =.94 \ -23.56'_ '�O «<si 1111 1 HORIZ. 1" = 30' y �n/ _
R-15 78.50 -
INV.- _ VER T. 1 5uj
4993.95 N \50.00' ---- _
J9 69 ,', C u I 11 / �
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�50.00 ---- s+ 3s
r I I I SAN SEWER MH 101 -- / 50'W' 0.00' 83. \ S z li`O \\ \
m o o Z RIM=4999.81 SAN SEWER MH 102
I I INV.OUT(E)-90.61 l a I N 2 >^ 3 -B ROCK 1 - RIM=5000.73 6 I N 3 � 7 T ���/$ \ O F o o o x \\
7251 SF zo, +5000 SF ¢ 11 0N(W)-89.51 jo ng INV=
z �- 9 1 0' _ 5900 SF INV.OUT(E)=89.31 5000 SIF zm 3 5000 SF jw ;o °"'
c- a z_ 7000 SF jaD 4989.89
7515 SF a 5
L^i 7570 SF II C I IIoi/ \1 5000 SF i 8303 SF
�m
r^ }
C
C Q 3
rn
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
-BENCHMARK/1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26
N 34897.73
E 50303.75
ELEV.=5023.28
ON TAp�
-BENCHMARK/2: WITNESS CORNER("MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
N 40219.41
E 5097.83 3 IC
ELEV.=4939.18
�. tr
-DATUM=NAVD 88
-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 4n �TCENSEO
-SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR/2 ELEVATION TO CONVERT TO COB DATUM. SS�QNAI.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
LLJI
V)
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a Q W
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ZQ Z z Z` G G Z Z Q
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$g aD M 0p0� M fp EqD < aD Y 00 < 1 N N II 1 z z; aLLllVI
O N ® 0 M a 40 q M} aD o� CI H aD I 1
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x "C WORMS TO CONSTRUCTION RECORDS" $CAFE; SEE SHEET
UTILITIES - OCTOBER 2006
8 "o Pom FlEE: BLAKE-PRO-SS
'R t
a PROJECT NO.:BOZ oso21.0
's 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEEI 31 Of 78
- - - -
__ OF EX. ARBNIOR -(n
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x xx _ FENCE \ C �\
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OF EX.BARBWIRE \
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� FENCE N / 14 BLOCK I18 x�V1 x "t-
NICOL 1fl / / 5000 SF,' 1 8307 SF$ N
94.68\. 1 1 `� I / I vi n vi / NEW HYgRkNT 5000 SF \ o REMOVE&D SPOS N m 3I O
5950 SF I / z� i zy / wmy N 36174.00 BUILD BENCH AROUN m
/ E'49601.76 HYDRANT TO PROVIDE \ OF EX.BARBNIRE z = �,�.'
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N 3snass 1$ 17 Jo =so07.60 13 za < z° j� U ,K Nv.= `
E 493622 -,1�6 �3 INV.= mF 11 -< zO1 G
5.5' ARRow,Bo�7 7277\SF 6125 SF INv.- 5000 SF 12 -a N �`. > R7 ssso U
E�Ev.�soos.3s \ \ 6125 SF_ LL o 0 95.22 4994 600 \ I�"6000 SF Z _ •
9B
R-15' _- 7107'\ 61.25' 61.25' 50.00' I z z v
\ h' LI23.3E - -- ---- -- ------- -- - - --- - -- -50.00' _ ----- 580.00'
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NICO - _- - - - m
5906 SF I 10 LE dRl °", - _ - - ao _ msr L=2 r s, I WNN�m \\ SCALE O W
a+oo 6 o'o }<J n m asPwswww MAN - - _ _ waeaceowN _ 6+o PARK PLAN 1" = 30' Y♦ C
c -_
R_15 '3454 SF \ PROFILE
2�6L �1 \ HORIZ. 1" = 30' O
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G 8/ ,2 TC= TC=
2<
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ro ---- --- -- -- 994. s99+ _ < VERT. 1" = 5' N
N R115• 76.01 --- -- 6 �- - ---- - - ------- -_ %-.. -- 1--yoo _ ss ----� -- J.I2 CZAN DETENT�fy
ms
Z 5.00 65.00 ---- ..
O L-23.7T SAN SEWER �� n 50. 50.00' i 63.00' --63.00' -- ------ -- ------ --- P z^; PO�10MH ER �'r \
0 61 B LOCK
SAN SEWER MF7�104
13 1 RIM-500L.15 \ 3 J1 RIM-5.4.67 T N $x
y- G INV.OUT(E)=94.15 s 2 \ 3 �n a"' 4 INV.IN -93.08 " 6 7
i
95.92 6893 SF Z 7532 SF n m A NPo+� 3 3 8 ° NICOLE 1RiD u u N
�6500 SF 1 e 6500 SF o 0 5000 SF \ INV.OUT(E)-92.88 I6300 SIF '0 6300 SF 6300 SF 'zM, _ \
C z_o, j°? �,_i Am no I,n a 9 \ \ M
zp \� zY 5 i� i� iW im a 6865 SIF \ \ \ \
5000 SF �� a a STA.e+at19�\\
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INLET Z2(TYPE II) \ \
x / TC=6004.10
RIM=3.60 \ \
,I INV.IN(SW)=0.46 \ \
INV.OUT(NE)=0.46
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
-UNLESS OTHERIMSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
-BENCHMARK/1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26
N 34897.73
E 50303.75
ELEV.=5023.28
�ON TAp�
-BENCHMARK/2: VATNESS CORNER('MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
N 40219.41
E 5097.83 3 IC
ELEV.=4939.18
�. tr
-DATUM=NAVD 88
-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 fn �TCENSEO
-SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR/2 ELEVATION TO CONVERT TO COB DATUM. SS�ONAI.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 LL1
W
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1 PROJECT NO.:eoz 05021.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEEP 32 OF 78
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9 Nv= m p I N 17039 SF ctSLVET WITH FE1s A.10+ 2a2=` P c= VERT. 1" = 5'
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THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
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LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
-BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 OR - DENOTES 11 A S-BUILT" CONDITION
N 34897.73
E 50303.75 �Q� ��
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-BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
N 40219.41
E 50397.83 A E
ELEV.-4939.18 fn 410ENSE0
-DATUM=NAVD 88
-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86
-SUBTRACT 19.45 FEET FROM BENCHMARK/11 OR g2 ELEVATION TO CONVERT TO COB DATUM.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
W
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s m PROJECT NO:Boz 05021.0
s 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 - SHEEP 33 OF 78
V INV.OUT(NE=17.50 A .5 5005.78 __
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OPEN '�__ O OF EX.BAR�RCEE � / _13 "`� -BLOCK 24- PROFILE
\ o p a (MAINTAIN 6.5'
AREA 8820 SF \ \ r °6 COVER) N m 5006.14 HORIZ. 1" = 30'
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LOW POINT A=8+84.44 HIGH POINT S A-10+15.51 Q w
PVI STA=9+00 PVI STA 10+00 = H
5030 PVIA.D. 1'45 A.D.:-1.45 5030 NOTE: a- 3 -o
K= 8.88 K- 8.82 U1 Z
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501 0 NEW 8"WATER MAI 5010 _ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 0 Or
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PROJECT NO.:Boz 05021.0
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SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
-BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26
N 34897.73
E 50303.75
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-BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26
NOTE: N 34897.73
E 50303.75
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING 70 THE BEST INFORMATION AVAILABLE TO ELEV.-5023.28
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
CSEWER,
LL ALL UTILITY COMPAN TELEPHONE& NIESSIBEFORE EXCAVATION FFOR MAY NOT BE HEXACTSLOCATIONS.AS DICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO N 40219.41 SCALE
E 50397.83
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, ELEV.-4939,18 PLAN 1" = 301
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2GO4 AND ADDENDUM No.1. -DATUM-NAND 88 PROFILE
-UNLESS OTHER SE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -SUBTRACT 19.45 FEET FROM BENCHMARK$1 OR2 ELEVATION TO CONVERT TO COB DATUM. HORIZ. 1" = 301
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. 1" = 51
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
5030 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 5030
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4970 4970
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ALLEY2_PRO_SS� Fl�;
3M a d,44 s+ PROJECT NO.:BOz 05021.0 SHEEP 36 OF 78
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
60.42•
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m RI -soo4.o1 Z Y / INv= M \ /
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n m /rn II II I 1 Q / n;I I / 5001.35 5002.33 I N \ 5004.61 m k- 5005.66 `- 5006.72 N M / 5007.78 = / 5008.8E O rn Y 1
ON oO p a INV.0 T(N)=95.01 z_rn / Y ". I IJ �m I pm U / NO I = I 5003.5E r \ �1 r n =^ / =M // U
zq A ° e �/ U 1 iNc orcb °D / oo / m
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-BENCHMARK q1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&26
NOTE: N 34897.73 �LQ��•.-f '
E 50303.75
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING 70 THE BEST INFORMATION AVAILABLE TO ELEV.-5023.28
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
CASEWER,
LL ALL UTILITY COMPAN TELEPHONE& NIESSIBEFORE EXCAVATION FFOR MAY NOT BE HEXACTSLOCATIONS.AS DICATED ON THE PLANS.STALE LAW REWIRES CONTRACTOR TO N 40219.41 SCALE
E 50397.83
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WTH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, ELEV.-4939,18 PLAN 1" = 30'
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2GO4 AND ADDENDUM No.1. -DATUM-NAM 88 PROFILE
-UNLESS OTHER SE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -COB BENCHMARK#1110(ARROW BOLT N HYDRANT)ELEVATION=4903.86
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -SUBTRACT 19.45 FEET FROM BENCHMARK$1 OR2 ELEVATION TO CONVERT TO COB DATUM. HORIZ. 1" = 30'
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. 1" = 5'
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
5030 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5030
ON TAp�
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OR - DENOTES "AS-BUILT' CONDITIO\I ' E
Tn 610EN8E0
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PVI STA=9+00 A.D._-2.40
5020 PVI ELEV 5004.25 K=20.87xD. n n 5020
K= .88 50.00'VC ; z rc N <
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7/13/06
4980 I5 4980 RENSIONS:10/25/06AB
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Bi z z z z z z z z z z z z z z z z z z z z z z z z z
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S � 8 Nag, 8 88 � g $ � 44 PROJECT NO.:Bo2 05021.0
N
SHEEP 37 Of 78
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
_
o c\ MV.N(E)�7.04 SAN SEWER MH 110 INLET
z ° 9002 SF I x / \ REMOVE&DISPOSE RIM'+5015.61
V5 \ INV.OUT(N)=6.84/ OF EX.BARBWIRE INV.QUT(W)=17.61
10 // 9 \V - - �--�-/ FENCE V INV.OL
F -BLock 23- \�so,>__8400 SF 8400 SIF ��/ �\ 8 7 6 \ 5 J 4 OPEN, - 8820 SF
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75.2' \ 70.00' i' 70.00' `\
70.00' u
N s i x e _ 70.00' M
t0 00 73.00 W.90'
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48209 5 5.5 SAN SEWER 01 115 70.00' / 70.00' 'A 70. I 71.50, 30.00' 66.86' 66.86' Q
RIM=5018.17 / �' 70.1 70.00'
£ INV.OUT(E)=10.22x \ 13 / \ 20 22 86'
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8994 SF 1 \ 1+ n II 8400SF RIM=5020.28 A,� _ORES}- 8023 SF 21 8023 SF
> 840 SF - O
0� SF 15 �,^o i"'�' INV.IN(W)-B.B1 zg 18580
8023 SF Z
NV:9U]jE)-8.61 18 19 AREA DETENTION
8.53 8400 SF �� \---- -BLOCK 2 -'R IIM IN Ila
I ��400 SF SF 3600 SF � i POND 16 i$ \\
I / TOP OF POND=5019,
3 7.5FUT.y'W(DE \ �� �/ WAE30TER LOFEP 18.0016.50 \ 3
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sp. ir- -LOT OWNERS) \ - -
\\ s0,s- -/• (40R SIDE SLOPES,6SEE
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NOTE:
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1.
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
-BENCHMARK ji SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24.25&26 SCALE
N 34897.73
E 50303.75 PLAN 1" = 30'
ELEV.-5023.28 PROFILE
-BENCHMARK/2: WITNESS CORNER(-MMCSSA-YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 HORIZ. 1" = 30' OS�TAp�
N 40219.41
E 50397.83 VERT. 1" = 5' IC
ELEV.=4939.18
v ' ¢
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S�ONAI.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
5040 5040 LL1
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5000 - QUALITY ASSURANCE:
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RIM=5016.32 SAN SEWER MH 110 INLET Y1 (TYPE II
INV.IN E-7.04 TC=5015.18 // T INV.-
()- REMOVE&DISPOSE RIM=5015.61 \ s / 3 m w^ T 5006.38
INV.OUT(N)=6.84 OF IX.BARBWIRE INV.OUT(W)=17.61 RIM=14.88 - 1�w
FENCE \ INV.OUT(N>=11.88 R MOVE&DISPOSE H -BLOCK 24-
- .. f1l / I ; 3 0 '1, WATER SERVICE\ IX.BAR FENCE / / g
\ \ FENCE IT-� MAINTAIN ER)6.5'_8820 SF V v / 6� ( COVER) soosa4
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v1\ SE��ACK
u, SETBACK / w /
8760�SF I 11182 SF 8504 SIF x I - m Z 6220 SF 9 /6'
0 11331 SIF cf) //�(TYP.) 15172 SIF �� 1-4%
`x x BLOCK 24 ��
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\ SA SEWER MH 114 _ (( II SAN SEWER MH 97 11
x \ RIM:IONU 99 ULVE IT TMEACH I- II I \ / i nse O
INV.IN(W)=7.21 RIM=5017.63
\I V.OUT(E)-7.01 1 INV.IN(SW)-14.9 x I III \ / INV.IN(W)-5.60 ¢'_ m
.y
yo
x INV.OUT(NE)-13.77 i I \ \ INV.OUT(N)=5.40 'd0- Lu
73.504 73.00 I x/ // 17"-5 I R�15'.- H!
a. I \ 27.08' S0.04' ,Eee t-16.38''00� N INV7. - I O
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50005
6zos s.6o x _ 0.06 ALL Y , oa R=5' Taa 6 SCALPLANE: 1" = 30' W v+
" _ - -L=7.85'
15334 SF
NEW 6'IDfl 05 PFC SAN SEWFA MAIN '�
PROFILE Q
66.86' 66.88' - _ _6&86' 120.65' t o I 2.7' . Ee.n " ��' H ORI Z. 1" = 30' �
20 22 3 56.oa
�Aso e 50 LF � �3 58.29 ` 61.88' EA= i C
8023 SF 21 8023 SIF 1®05% II E(49 sz.n �� �' y�i 'R-=15 / VERT. 1 = 5'
8023 SF A" A INv.= IliII / u v 8 L=16.52' EA-n� DETENTION
• >� >^ ,s.zs l/ I / N D SETBACK / 14861 SF a 1e.6o
M. :g POND 16 zg \ I „z 3
III / p 22210 SF / INV.-
TOP INV.=
OF POND=50,9. OUTFALL STRUC Uf� II / // 5007.57 INV7 0 3
WATER LEVEL=18.00
/ BOTTOM OF POND=16.50 \ TOP OF STRUCTI RE V+
x
7
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/ / INV.ON(SW)=,6. q III REMOVE&DISPOSE -
/ _ STORAGE SHOWN=837 IF I OF E%. DISPOSE
/'� 11236 SF
o19 (4:1 SIDE SLOPES,SEE \ INV.OUT(NE)=1�..�0 -FENCE - -BLOCK 24- /DETAIL) \ \
\ I II 165 LF EX,DUAL 24"ARCH '
\18"FLARED I -II �RCP 18"x28 Yt"EACH)
STA.7+31.21-COMBINATION EI�DSECTION IEX.MH&INLET V1 r�. N\34966.04 1ICULV�RT WITH FETS
INV IN(SW)=16.60
TC=5020.65 En 978422 4
,as NV WT(NE)=15.90 So'M1
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CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
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E 34897.73 DIMIN I 1ENGT TO BE RES GREA FR011 AND ENDS AND FROM BOT gRECTONS FRgA VALVES.
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SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
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-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'B WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
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NESTRAINT IENGIHS ARE IN FEET.
tl YNIMUM LENGTH TO BE RESTRAINED IN BOTH DIRECTIONS FROM FITTING.90 DEGREE BENDS ALSO REWIRE C0f1CRETE THRUST BLOCK
mMAIN TO BE RESTRAINED To GREATER THAN 5 FEET.MINIMUM LENGTH To BE RESTRAINED ON BRMW SHOMH.C0f1CRETE THRUST BLM C ALSO FOUIREX
mMINIMUM LENGTH TO BE VIED FRON DEAD ENDS AND FRoA BOTH DIRECTIONS FROM VAI.TES.
50]O N ES RANT LENGTH 4 15 FoR E IAHGER RPE.IF THE STRAIGHT RUN OF PIPE ON THE SMAIL SIDE OF THE REDUCER E-IS T I No RESTRAINED AUNTS ARE NE sARY. 5020
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E 50303.75
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THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, E CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24
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1
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 50397.83 SCALE OR - DENOTES "AS-BUILT" CONDITION
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, ELEV.-4939,18 PLAN 1 = 30'
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-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A :COB BENCHMARK$1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -SUBTRACT 19.45 FEET FROM BENCHMARK$1 OR/2 ELEVATION TO CONVERT TO COB DATUM. VE R . 1�� = '
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'B WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. 1" = 5�
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PA STA=9+00
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PVI ELEV 5005.75 m OMINIYUM LENGTH TO BE RESTIEANm FRO-DE1D ENDS AND FRW BOTH DIRECTIONS IRON VALVES.
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MINIMUM LENGTH TO BE RESTRNNED IN BOTH DIRECTIONS FROM Fl NG.N DEGREE BENDS A—REWIRE CWCRETE THRUST BLOCIL
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L� MINIMUM LENGTH TO BE RESTRNNED FROM DEAD ENDS AND FROM BOTH DIRECTIONS FROM VPLVES.
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4980_ W W W. W W $ $ 4980 DATE: 7/13/06' W. Hn " W. RENSIONS: 3/28/07A
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FlLE:SCALE: SEE SHEET
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-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.8E <aMwlwuw LBEENM mu IE RE�TR�uNED IN oE.n�EH�D"s"Arl"ND FRw olriDq�REC�ilops-N-VUV�ES�-:N::-MRUST--AL50-IRm. an �TCENSF'O
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-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. �, S6 CONFORMS TO CONSTRUCTION RECORDS
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. UTILITIES - OCTOBER, 2006
OR - DENOTES "AS-BUILT" CONDITION
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
W
HIGH POINT ELEV=4997.00 W
HIGH POINT STA=2+50 Q 0_
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o 0 1 1 u, _ V ABANDONED I I 1
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m 1 I S 1 LEV.-5001.30 69 20, OO N \ ELEV.-5003.12 _ "v,-✓ 5000 SF 8197 SF \ I I
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NOTE:
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SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
THRUST RESTRAINT CALCULATIONS-
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, D
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. INN HORIZONTA BEND D YmRT Tn5E m
M 1.25 225 45 90 8 8 12 AND VALVESw L, V L, Lv L,
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LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION 1z
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 18 7.Tz 1a5B 5zas lax 1.ao za.ea BUSS z55.99 1ERI.15 x8.05 22A21 88D.28 NA NA
-BENCHMARK/1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 -RUST CALLYILATONS WERE BASED ON THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE,FIFIN EDITION,2m2,PUBIISNED BY TIE DUCTILE IRON PIPE RESEARCH ASS 014.ALL
N 34697.73 RESIRNNT LENOTIS ARE IN
I FE£f.
E 50303.75 ."NIMUM LENOIH TO BE RESTRAINED IN BOTH OIRECTGNS FROM FITTING 90 DEGREE BENDS ALSO REWIRE CONCRETE THRUST BLOCN.
MNN To BE RES-NED TO GREATER THAN 5 FEET.MINIMUM IENGTIi TO BE RESTRANED ON BRANCH SHOYM.CONCRETE THRUST BLOCI(ALSO REWIRED.
ELEV.=5023.28 wMINIMUM LENGTH TO BE RESTRAINED FROM DEAD ENDS AND FROM BOTH DIRECTIONS FROM VALVES
I9RESTRNNT LENGTI L,IS FOR THE LARGER PIPE IF TIE SIRNGHT RUN OF PIPE ON THE SHALL SIDE OF THE REDUCER EXCEEDS L,.THEN n0 RESIRNNEU JOINTS ARE NECESSARY. NTL.}Jd
-BENCHMARK/2: WITNESS CORNER("MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 MIRE-14T LENGTH L,IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TO BE ENTIRELY-NED. N'
N 40219.41
E 5097.83 3 IC
ELEV.=4939.18
-DATUM=NAVD 88
-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 4n �TCENSEO
-SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR/2 ELEVATION TO CONVERT TO COB DATUM.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
L.I..I
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UTILITIES OCTOBER, 2006
"$ FIEF: BLAKE-PRO_WA
a PROJECT NO.eoz 05021.0
's 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEEI 49 OF 78
_____ ' a _ __ - REMOVE&DISPOSEOF EX.
-
BAR
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NOTE:
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, THRUST RESTRAINT CALCULATIONS-
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. REDUCE To
NNN NORIZgITAL BEND -BRANCH RESIRAINTLB DEAD ENDS 12 TCAL OFFSET 11.25
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A M 5 e lz AND vALwsP1 ,
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION a z9B s.9T 1zu 3ao3 4J.93 )J.93 1221s 9SBs NA NA NA NA NA NA
0.20 &IB 1T.86 {28{ 29.5) 82.82 11 a.T8 1J8.85 NA NA T25J 108.OT IL- NA
LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 1
za a.1
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N 34897.73 'THRUST CALCULATONS W BASED ON T WR T REIM-T DESIGN FOR DUCTLE IRON RPE RM EDITON.2002.PUBLISHED BY T E DUCTLE IRON RPE RESEMLN ASSOCIATON.ALL
E 50303.75 R�SIRAINT LENoT$ARE IN FEET.
I'MINIMUM LENCTI TO BE RESIflIJNEO IN BOTI OIflECTMS fAW FlTTNC.90 DE_BENDS ALSO flEM CONCRETE TIRUST BLOCK
ELEV.=5023.28 wMAIN lb BE flESTiAINEO lO(AEAIER TIM 5 FEET.MINIMUM LENGTI 1O BE flESiRAINED ON BRMCH SHOWN.CONCRETE TIRUST BLOCK ALSO REWIRED.
1nMINIMUM LENCTI TO
BE RE- NEO_OM DEAD ENDS AND FROM BOTi DIM ME
FltOM VALVES. - „®QS�TL}f�
-BENCHMARK 2: WITNESS CORNER MMCSSA'YELLOW CAPPED REBAR TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 flEsmuNT LENciH L,IS f01t TIE LARGER PIPE.IF TK 51RAlGHT RUN aF RPE ON T E 83AALL 9DE OF T1E REDUCER E%CEEDS V.TiEN NO RESTRAINED JOINTS ME NECE95MY.
N 40219.41 (s ) RESTRAINT LENCM Li IS f01t TIE UPPER PIPE FRW T E KENO.TIE PIPE BETWEEN TIE BENDS IS iD BE ENTRELY RESTRAINED.
E 50397.83 IC
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-DATUM=NAVD 88
-COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 an �ICENSF-0
-SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR/2 ELEVATION TO CONVERT TO COB DATUM. SS�ONAI
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 LL1
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEEP 50 OF 78
If I I I I 2 11 7.22
TOP OF POND 350 A
WATER LEVEL=.ND5
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REQUIRED STORAGES
=3994 OF
STORAGE SHOWN I 1 9=4380 OF i DETENTIO / �L103 ` 16 �� - -
(a:1 s1D�4LOPEs,SEE / / o -
SAN SEWER MH 105
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DETAIL,} POND 7 / I I `/ 6984 SF N D �, �� ,� - m / Irc �__ \ INV.IN(W)=97.08 a0=/-\ K ' E
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$ I v 6299 SF Q `
5007.80 2504' SIGN 105.06' 14 /
18' FLARED INV.OUT I� -------- ----- _= 107.8Y LANCE I I �\ / 0
END SECTION
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STORM DRAIN 111.63' SAN SE WE MH 85 c 1 ----------------------------
NQ-� #M-5009.56 9 I NEW HYDRANT 121.53' ------ ---- I - ------------_ -_
NV.OUT(NE .6 R-45 R 5008.07 V INS-99.76 r.ei N 03
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CALL AL TELEPHONE
Y &TELEVISION)
MAY
EXCAVATION BEOSTRAIGHT
E%ACT LO R AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO PROFILE
THRUST RESTRAINT CALCULATIONS+
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HORIZ. 1" = 30'
ran RESTRAINT. 8 VERRCN.
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. in 11.z5 zz.s as 90 j" AND DEAD ENDS vuVESR L L L VERT. 1" = 5'
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 12 .e a
16 I 5.42 10.94 2279 1 14.58 51.41 LOT. 17).a9 75.3a 100.94 129.a8 25&47 NA
LAND SURVEYOR LICENSED IN THE STATE OF M AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED N CONSTRUCTION a t z.ae a. t. t zz4.zt ee 9 N
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED
7-BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
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N 34897.73 GIMINIMUM LENGTH TD BE RESTRAINED IN BOTH DIRECRONS FROM FIT11NG.SO DEGREE BENDS A-)REWIRE CONCRETE THRUST BLOCK. A N A
mMAIN TO BE RESTRAINED TO GREATER THAN 5 FEET.MINIMUM LENGTH TO BE RESTRAINED ON BRANCH SHOMN.CONCRETE THRUST BLOCK a REWIRED. 31 Td
E 50303.75 M INIMUM LENGTH TO BE RESTRAINED FROM DEAD ENDS AND FROM BOTH DIRECRONS FROM!VALVES. IC
ELEV.=5023.28 WRESRNNT LENGTH L�IS FOR THE UPPER PIK FRgA THE BEND.THE PIPE BETMEIIi THE BENDS I IS I'DR THE-PIPE.IF THE SNAWT RUN OF PIPE ON�SMAU S TO BE EN RELYYRRESRaINED.DS U.THEN NO RFSRaNEO JOII15 ARE NECESSARY.
-BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 A E
N 40219.41 6n 410EN.S
ELEV397.83
4939.18 "CONFORMS TO CONSTRUCTION RECORDS"
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6 0 R - DENOTES "AS-BUILT" CONDITION
-SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR N2 ELEVATION TO CONVERT TO COB DATUM.
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. X
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
2+00 1 on 4 00 5 00 6 00 7+00 >
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SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. >
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH,
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-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A V)
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Q
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
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5020 5020 -BENCHMARK I/1: SE TION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 34897.73 a Q Q
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-THRUST CALCIILATONS RERE BASED ON THRUST RE MNT DESIGN FOR DUCTILE IRON PIPE n M EDITON.2002 MSUSNED BY ME DUCTILE IRON PIPE RESEARCX ASSOCIATON.E IN
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7 �1MIN MUM LENCMSTO BE RESIRNNFD IN BOTH gRECTMS FROM FITTING.BO OECNEE BENDS ALSO REW"E CONCRETE THRUST BLOq(.
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!; J J LnMINIMUM LENGTH TO BE RESTRAINED FRpA DEAD ENDS AND FROM BOTH gRECTONS FRpA VALVES
33 1"IflESTRNNT LENGTH L,IS FOR ME LARGER PIPE.IF ME S_ONT RUN OF PIPE ON ME SMPll 4DE OF ME flEDUCER E%C®S L:.MEN NO RESTRAINED JpN15 ARE NECESSARY.
J J J F m m WflESTRNNT LENGTH L,IS FOR ME UPPER PIPE fROM iLIE BEND.THE PIPE BEIY,EEq ME BENDS IS ib BE ENTRELY flESTRNNED.
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THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
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MINIMUM IFNCM io BE REBMANEO IN BOM OIRECTONS FRoM FliTING W OEGREE BENDS AL50 REWIRE CONCPEIE MRUST BLOCK.
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1 RIM-1 88 ETBACK INV.IN(SW)=12.19 2 4998.88
\ Ix c- 8 Tc- ARROW BOLT J -_ - w E 5W BOLT L
li6'] - 6'q ELEV.5017.91 g8,81' I 90.73' INV. OUTINV (N)=11.74, 84836 SF INV.OUT(NE)=11.02 _ --i V.ARR�0 6�72 I> 8' 0
I I
109.25' 6. '/ / 54.12' "'. 16,s -- ,o f 41.71' as,
76
sss Tl- R
L c Is.DD o C la R-1 R 15 _ I'^
L-23."REEL
6' L 23.56 -- \ 28 LF 12'STOP so,]- �a - )
6+00 x DRAIN 6 0.86% -
15•\m �(TYP. �
7+I0 NEW a•DIP WATER MAIN L-23.55 \o 4 --- Q
BREE LANE ""109 - Ma E
'O6 E _ 9 6Q _ 9.49 66 00 3 /
29 LF 12"STORM 13130_$F
DRAIN®0.50%
EW -
i BREE LANE �f I T� a
16.96 .- h; lb.fi3 ill EW_ i <= 5,4 W L
M
\ 30.0 _-- -
73.50' / // --
73.00' x \ 94.48' STA 8+84.44 Ew-
STORM DRAIN 69.72' N 9883.9 8. 4, in - - 6.25
SAN SEWER MH 109 g`O I E 49883.97 / 54.25 83.49' 15.8T C
\ RIM=5018.32 �'' �/( SkN SEWER MH 110 INLET Y1 (TYPE II) \ a "^ SCALE 0
INV.IN(E)-7.04 REMOVE&DISPOSE RI 5015.61 TC=5015.38 s J U,n T
\ / RIM=14$8 5008.38
In INV.OUT(N)=6.84 OF EX.BARBWIRE INV.dUT(W)=17.61 W _ PLAN 1" = 30'
\ _ FENCE \ INV.OUT(N)=11.88 REMOVE&DISPOSE�' m / I W 13 v'3 0 moo' �1•WATER SERVICE o -B PROFILE
OPEN -�` TOP EX. ,,/ �./ _ LOCK 24 Q ;
\ \ FENCE r o my (MAINTAIN 6.5'
8820 SF
\� \ /I I/ / ��/ �` COVER) w Ooa.0 HORIZ. 1" = 30'
3600
f F -BLOCK 23- �\ I/ I "'lllrrry111 / OD F 1.90'BEND w VERT. 1" = 5' 3
117661,SF 1`\ SE�`�ACK x l I > SETBACK i / 5 3
V 11182 SF 85.04 SF I (I / 8220 SF / 11331 SF �(TYPJ 15172 S
-BLOCK 4- ,�'
SON TAly
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO IC
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO A E
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. Tn 410EN5E0
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, S�ONAI F'
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1.
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
-BENCHMARK/11: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24.25&26
N 34897.73
E 50303.75
ELEV.=5023.28
-BENCHMARK g2: WITNESS CORNER(•MMCSSA•YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 w
N 40219.41
LOW POINT ELEV=5015.44 HIGH POINT E -5016.07 E 50397.83 V)
LOW POINT A=B+84.44 HIGH POINT S A-10+15.51 ELEV.=4939.18 Q
PVI STA=9+00 PV1 STA 10+D0 -DATUM=NAVD 88 LJ
5030 PW 5030 -COB BENCHMARK p1110(ARROW BOLT ON HYDRANT)ELEVATION 4903.86 a 3 Q
A.D. 1.45 A.D._-1.45 -SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR#2 ELEVATION TO CONVERT TO COB DATUM.
K= 8.88 K= 8.82 U1 Z
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY 008 PERSONNEL ONLY. Z LJ
1OU 0'VC - 100. VC ? -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. O 35 W L" Q LLJ J O
J �< �;Of 0
Z H
m rc n m vi " Q Z 0- +
Gi .. v�1i �^ Mai X"l m QZ Z
II II V GJ a o N Q Q Q
5020 r 5020 Q z J
N W � (n
�+ FINISHED o Iy + Y Of F x N H Z
GRADE �'�' ^w
-0.5 16 THRUST RESTRAINT CALCULATIONS{ LI..I N O Q Q
RFl1UCE To LI..I LLI U) 0]
MAIN XORIZWTAL BEND reae]lF£BRANCX RESTRAINT"ANDAVALNMESn1 \ERTCAI.DFTSET 11.25 Q Q LL.I
------ 8 LLI
12.44 ]0. .BS 0 Z Of
12 4.20 8.48 17.22 a28{ 29.57 82.92 11{.78 1]8.85 NA NA 72.53 1050T 14.52 NA O Q
_ MIN.6.5' 24 .a 1.a zz.79 ss. u. 1.a 1 {1 .a 1 .a NA A L'p
(1)4'x8'SHEET OF / EX.GRADE•rL COVER O_
2•BLUEBOARD RIGID 1HRUST CALWLA110NS WERE BASED ON THRUST RESTRAINT DESIGN FOR OUI IRON PIPE,DFTH EDITON,2002,PUBUSHED BY THE OUI IRON PIPE RESEARCH ASSDCIATW.ALL O
INSULATION,CENTERED ;,1TRAINT LENc1Hs ARE IN FEET. O r
5 MINIMUM LENGTH ro BE RESTRAINED IN BOTH DIRECTONS FROM RTING.W DECREE BENDS ALSO REWIRE CONCRETE 1HRUST BLOCK.
501 0 EW 8•DIP WATER MAIN 5010 AMAIN TO BE RESIRAINED TO GREATER THAN 5 FEET.MINIMUM LENGTH TO BE RESTRAINED ON BRANCH SHOWN.CONCRETE 1HRUST BLOCK ALSO REWIRED. Q
D,MINIMUM LENGTH ro BE RESTRAINED FROM DEAD ENDS AND FROM BOTH DIRECTOFIS FROM VALVES.
R•'R..NT LENGTH L,IS FOR THE LARGER PIPE.IF THE STRAIGHT RUN OF PIPE ON THE SMALL SIDE OF THE REDUCER EXCEEDS 4,THEN NO RESTRAINED JOINTS ARE NECESSARY.
m NIRE5IRAINT LENGTH L,IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BEIWEEH THE BENDS IS V BE ENTIRELY RESTRAINED.
€ NV. 500Y.1 O NEW SAN W
S 1 S WE
1 1
rc
5000 " m U U Ww s 5; " 5000 C.A.D. CMK
N DATE: 7/13/06
w� II F J 3 B, Om REVISIONS: 3/28/07AB
F > •m n�I?o < > rc 3 i 3 i Tz,T
• Q Mi bOh
In mrw w w �� Z
z ; ; o ; APPROVED BY:
N rIp n N N m M O M M N r N QUAI 1 1y ASSURANCE:
+ +
4990 " " m " °° °�= 4990 » Sol
nn ^� n e� m� o e CONFORMS TO CONSTRUCTION RECORD ; SEE SHEET
UTILITIES - OCTOBER, 2006 f1EE: BREE-PRO_WA
s PROJECT NO.:Boz 05021.0
s
7+00 8+00 9+00 10+00 11+00 SHEET 54 Of 78
m w \ I m o , del �>z l
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99.94' x----x-- x ml. mo
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RP c
V) ('
-fir _2azea
m
N/ r-0 - NI B'DIP WATER MAIN - -_- - - - G
04
---- �^ _ - - - - -- U SCALE
Lu
-_ Si00 F - I F m O W YA-�- -- -----1- - -T - N P oro,sa w a+oom _ ^ m »�o O PLAN 1" = 30'
/ rc 81.1T 85.00 65.00' - �- - ------ - \ - -- 1 .J
/ (del) -' I 26.89' 33.32 --- _--_---_ L - -__ - Q ., 1DID =
I � �n I I � fio.1 �- Z I I 1 m PROFILE � C
En gl I ID: omo W Imwn \ T 6s.4y --__ _ _ _ 1 I HORIZ. : 1" 30' O J o«m - -_ -- ---- VERT. 1" = 5' Z
'n oo I Qa�N N II N m Ilia I"')o F3o \ m �ro w / I Iyi1 �o3il \ 30.18' I 35.13' ----- -- --�OZL --- Iui
OU ���.
n o / n ��w, Ina �� / / I 65.05. -�- -- ----
/ I z / a N / D. a �= 1c0a 3 / t I' Q`
o�LL ^ z� // rn n ; [0 S /LL�Lv�
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n
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m l "� NOTE: �/ /� / I'
DO
-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,
SEWER,TELEPHONE @ TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO
CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, THRUST RESTRAINT CALCULATIONS-
2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. REDUCE ro
MAIN HORIZWTAL BEND tl e J TFE BRANCH RESMNNTID DEAD ETIDS 12 B VERTCIL OFFSET 11.25
-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A m e e tz AND vAUEsw
2.88 S9T 1244 311.03 43.9J T3.9J 122.15 B5.85 NA NA NA NA NA NA
LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION 4.a 1.ea 42.22 iM 6 8 I 6 1 NA NA 1 .O 14. NA
LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. le
24 1 .T2 1 15.59 1 3248 1 28.89 1 90.5E I 255.86 lBET5 J8a.05 224.21 881.29 NA A
-BENCHMARK/1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25 dt 26
N 34897.73 'THRUST GLCULATONS WERE BASED ON THRUST RESIRNNT DESIGN FOR DUCTILE IRON PIPE.nm EDITON.2002 PUBLISHED BY TIE DUCTIE IRON PIPE RESEARCH ASSOCIATION.ALL
RFTSTRAINT LENGTHS ARE IN FEET,
E 50303.75 0 MINIMUM LENGTH TO BE RESTRAINED IN BOTH DIRECTONS FROM F"NG 90 DEGREE BENDS ALSO REWIRE CONCRETE MRUST BLOCN.
ELEV.=5023.28 mMNN TO BE RESIRNNED TO GREATER THAN 5 FEET.MINIMUM LENGTH TO BE RESTRAINED W SRMGI S1100.CONCRETE THRUST BLOCK ALSO REWIRED.
IPMINIMDM LENGM TO BE RESTRAINED FROM DEAD ENDS AND FROM BOTH DIRECTIONS FROM VKO
-BENCHMARK 2: WITNESS CORNER MMCSSA"YELLOW CAPPED REBAR TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 RESMMNT LENGTH L,IS FOR ME LMGER PIPE IF THE STRAIGHT RUN OF PIPE ON THE SNALL SIDE OF THE REDUCER EXCEEDS V.MEN NO RESTRAINED JOINTS ME NECESSARY.
B C ) RESMMNT LENGTH L.IS FOR ME UPPER PIPE FROM ME BEND.ME PIPE SEINEEN ME BENDS IS TO BE ENTIRELY RES RANED.
N 40219.41
E 50397.83 SON ��
ELEV.L 4939.18
-DATUM-NAVD 88 IC
-COB BENCHMARK FEET
(ARROW BOLT ON HYDRANT)ELEVATION O CONVERT
6 OR - DENOTES "AS-BUILT" CONDITION
m
-SUBTRACT 19.45 FEET FROM BENCHMARK$1 OR#2 ELEVATION TO CONVERT TO COB DATUM. E ��
Cn LTCENSEO
-ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. x
-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
0+00 1+00 2+00 3+00 4+00 5+00 6+00
5030 - 5030 LLJ
V)
Q Of
2 �
m a 3
4i o z
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L5 n FF H Z Q_
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D. Il Bjgj �> fi c+I GRADE _ - ---- - =) N< Z �N
m } H Of Q
iJ n F.� a$a$ in c Y� _-- ------- YOf W N Ld~
To II B E E 5 n "t -- -_---- .GRADE O@ ~ O Q
i v a Sa + m O
h E II II ���� N ---- ----_- W Q
5010 5010 U oa
s + ^y�
Of
m_ OHUI ___----- O_
__-_ --- M�6.5' O O
0 0
NEW 8"DIP WATER MAIN 1 Q
R(( 1Ld
IF 1
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5000 1 5000
1 SON nII
1 1 rc rc F 3 N I�z
c4
1 le 1 rc 1 rc rc ei a
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4 Y! dw 1. 1 <`+ » C.A.D. cMK
z w -- DATE: 7/13/06
REVISIONS:3/28/07AB
( m a 3
" IN
F � � mmm m x l � � � � � r- eo � m � � � � a0 m
4990 z iI�' _ z z z z z z z z 4990 APPROVED BY:
g n WNNN3F E n> E E n n E E E n E n n E n II 1 n QUALM ASSURANCE:
g o v, m a m ut N `�EZO RF� 9 pn yoro
"CONFORMS TO CONSTRUCTION RECORDS"
�__= o o o
OCTOBER, 2006 SEE SHEET UTILITIES -
n m m N V�^�+•
Rg ^om �S �v N FlEE: 21ST-PR0_WA
nm ID nb
PROJECT NO:BOZ 05021.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEEP 55 OF 78
NO VERTICAL REQUIREMENTS—
PROPERTY STEEL POST MARKER
LINE OR PAINTED BLUE
T EASEMENT WATER OR SEWER MAIN N��-
I LINE (V SPECIFIC SCIENCES
DEPARTMENT OF HEALTH AND
B :` ENVIRONMENTAL SCIENCES APPROVAL IS REQUIRED FOR A
BOULEVARD HORIZONTAL SEPARATION DISTANCE LESS THAN 10 FEET �`
VARIES 4' WATER OR SEWER MAIN AND FOR A VERTICAL SEPARATION DISTANCE OF LESS THAN ',�
REDUCER 1.5 FEET BETWEEN WATER MAIN AND GRAVITY SEWER. �,
B STREET SURFACE ( SIDEWALK GROUND SURFACE J 1' 10'-0"MIN .'I
3\ \ A (TYP.) Q EQ NO EXCEPTION TO THE MINIMUM SEPARATION ``' C
REQUIREMENT(VERTICAL OR HORIZONTAL)IS PERMITTED �.� V
I WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. ALL
1• 5' CROSSINGS SHALL BE ARRANGED WILL
THAT THE SEWER MAIN
CURB BOX PARALLEL ARRANGEMENT OR SEWER FORCE MAIN JOINTS WILL M ADEQUATE AND A.
'`}/ FAR AS POSSIBLE FROM THE WATER MAIN BEING CROSSED. � L
VARIES PROVIDE 5'STATIONARY WHERE LESS THAN 18 INCHES OF VERTICAL SEPARATION 0
ROD IN ALL CURB BOXES L 4 L 4 HAS BEEN APPROVED BY BOTH THE CITY OF BOZEMAN AND O
THE MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL
L 2 L 2 SCIENCES,THE NEW GRAVITY SEWER MAIN,OR THE NEW WATER
8 V MIN. MAIN,AT THE CROSSING SHALL BE MADE FROM A FULL LENGTH
COVER EXISTING OF PIPE CENTERED ON THE CROSSING,AND THE CROSSING . UJ
ANGLE SHALL BE APPROXIMATELY 90 DEGREES. NEW GRAVITY 8, Hl
MAINS CROSSING WITHIN 18 INCHES OF A NEW OR EXISTING WATER C
(TYPICAL EXCEPT IN SPECIAL MAIN MUST ALSO MEET OR EXCEED THE REQUIREMENTS OF O
SEE DETAIL CIRCUMSTANCES WHERE CITY HAS NEW PIPE "RECOMMENDED PRACTICE FOR LOW-PRESSURE AIR TESTING OF
BELOW APPROVED ALTERNATE LOCATION) ® INSTALLED SEWER PIPE-(UNI-8-90.OR LATEST VERSION). N—TAP BY 8D EXISTING
gE TEE(pW(x;Em BEND CONTRALTO PIPE PIPE ® "L•IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE W L.
CURB STOP m O AS SUPPLIED BY A PIPE MANUFACTURER.
DIMENSION FOR THRUST BLOCKING ® ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT Q
CROSSINGS SHALL BE PROVIDED. C
REwcwS a WATER MAI
I TEES a PU1G5 9D'BEND a3'BEND a WYES 22 1/2'BEND 0
�M A B A B A B A B NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL
a CORP.STOP TO CURB STOP FOR 3�AND 1"SERVICES. CROSSINGSO
1'-Y 1'-Y 1'-9• 1'-6' 1'-B• C-1o' 1'-Y o'-6' STRAIGHT COPPER PIPE SHALL BE USED FOR 1 Y!AND 2"SERVICES.
6• 7-0• 1'-11• Y-S• Y-Y 1'-10• 1'-Y 1'-9' N-10•
e• Y-e• Y-9' Y-Y Y-o' 2'-s' Y-1' 1'-e' 1'-e• DETAIL OF A SELECT MATERIAL BACKFILL AREA WATER AND SEWER MAIN ;
10• Y-a• Y-3• e-0• Y-IW Y-o• Y-9• 2'-2' V-11' PROPERLY CORPORATION STD (SEE SPECIFICATIONS) SEPARATION DETAIL 3
Ir a-o• Y-1o• e-Y a-B' Y-B' Y-3' 2'-Y 2'-Y CORPORATILED ONINSTAL / � // /�
u" s'-s' Y-1o• C-e' a'-n' a'-9' Y-s' 3'-s' 2'-5 TAP MAIN AT �j%// / // / � / � //j NOT TO SCALE
NOTE.SgIL TABLE I PRESSURE.ON ISO PSI MAIN PRESSURE 2D00 PSF SPRINGLINE. i /// // ////j// //j///j// //j/� /jj/SERVCE PIPE •MONTANA PUBl1C WORKS STANDARD SPECIFlCAlI0N5-STANDARD DRAWNG N0.02860-2
BEAMI
MAP Au FITFNGS NTN POLYEINYLENE 2 B"MIN. UNDISTURBED �y
THRUST BLOCK DETAIL /% 1 3 EARTH
FOR WATER MAIN FITTINGS '=�\\�\ 4 ��\\%\—�\\ \\\ \\��\\�%\\�% GQNGRE,E THRUST MJ GLAND
\/ /\\�%\\\�%\\\�i\\�TREN\CH OTTOM\/%\\\� BLOCK(TYP)
\% i\\\ \�\ MJ GLAND .
NOT TO SCALE %\\�\\\%��\\�%\\\%\\\\\\%\\\\\�\�\\\%�\\\��\�\ \�\\ \ .
•MONTANA PUBUC WtlPo(S STANDARD SPECIFICATIONS-STANDARD DRAWNG NO,U660-1 \\\/\\
D.I. MJ TEE D.I. ® D.I.
GENERAL NOTES• PIPE PIPE PIPE
1, WATER SERVICE LINES SHALL HAVE A MINIMUM 6 YA FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE EXCEPT THAT COVER SHALL BE
MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN t)PHILL SLOPE.WATER SERVICE LINES
SHALL HAVE A MAXIMUM 7 Y2 FOOT COVER AT CURB STOP. MJ VALVE
2. WATER SERVICE ONES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.
3. BEDDING SHALL BE 1"DIA.MAXIMUM"THIN 6"OF SERVICE PIPE.
4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. MJ GLAND D.I.
ON TAp�
WATER SERVICE LINE DETAIL RESTRAINING ROD,CONFORMINGV MIN.CORROSION RESITANTO ASM A 42-81.
INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT IC
NOT TO SCALE BOLT HOLES(TYP.)WERE NECESSARY,CLAMPING �. W
LUGS(ROMAC"DUCTILE LUG-OR EQUAL)DESIGNED A E
•CITY OF BOZEMAN STANDARD DRAWNG N0.02880-8(DEC 2003) ® TO FIT DUCTILE IRON D.I. PIPE.AND CONFORMING Tn CENS 0 REBAR ANCHOR • O" ( ) Y
MJ VALVE ASTM 5 MAY BE USED IN CONJUNCTION WITH
�+
f WITH THE RESTRAINING
INING RODS. S�ONAI E
" \ MJ GLAND J D.I.
< - PIPE
C.
° -D MAX. TYPICAL VALVE/TEE RESTRAINT DETAIL
°
3-0"MIN.CONCRETE NOT TO D SCALE W
ANCHORS /\ �f\l� �� INSTALL PLUMB WITH TO BACK OF CURB �/�
PUMPER NOZZLE •Cltt OF BOZEMAN STANDARD DRAWNG N0.02860-10(DEC 2003) V/
•B• NW HYDRANT,
•A• FACING STREET MEUELLER SUPER Q
CENTURION 250
H
NOTE: COAT RODS WITH"KOPPERS•BITUMASTIC NO.50 COATING OR EQUAL
a 3
MIN.4'-0"CLEAR ALL Z W W
AROUNDDGES,ND(TREES,HE
THRUST BLOCK DIMENSIONS BUSHES,ETC.) ?�
AnMo. 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI 0 W w Q
2 A B C A B C A B C A EI C A B C > Z
z-o•x•- z-9 z-O r-0 z-c 2•-9•at- r 2•-e 2" 2' x•- �_ OQJ1 2 x•-o•z z z<x•�z-0 x•-e• r r X_ r-0 r-0 ELEVATIONS AS SHOWN 1 2 -r r z s-0 s r-e s-s• r s• r-1 r-0 r-0 _ Q Z Q
ON PLANS OR 0.2'x-s•z z s�s• r-0 c-e• a• a• a•s e-0 a_D ADJUSTABLE SCREW �_ O1 a• ABOVETOP OF CURB TYPE VALVE BOX0 WGRADE
18 Y-e•s s• s•�s m-0 s-1• a a c sv W-D IF WITH LID m Q Z
24 a•-a•c c e•�c a•-0 e•-e• e• e• T•-I e•-D e-0 N Q
GROUND LINE N H 0 Q W
NOTE PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. W � F
LLI M LLI Q
Of w
5 THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. C\^'•\\\ w N F
O
B MEAG-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU CONCRETE THRUST BLOCKS. %\y��\ m
THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. \��\ W
p p
UNDISTURBED >Z
THRUST BLOCK DETAIL EARTH Z\' MIN.6.5 COVER U 0
Of
(FOR WATER MAIN VALVES) `�\ I o
NOT TO SCALE
•CITY OF BOZEMAN STANDARD DRAWNG NO.02S6 1(DEC 2003)
•CONCRETE ��\\�\\ \, LI J
THRUST
BLOCK �\i\\\�\\'�\ 6 P a TO MAIN LINE
PROPERTY LINE
CURB @ GUTTER JOINT1\y\�\\\\� \\
AS REQUIRED FOR
PIPE SPECIFIED
SIDE ALK \_�y��\
�� wv CA.D. /1
vv�`vvvvvv7`v DATE: s/os
FIRE HYDRANT \\\\\\\1\ \��\ RENSIONS:
\\
VARIABLE NEW 6"AUXILIARY GATE VALVE
3'MIN. MIN.YA CUBIC YARD WASHED GRAVEL
FLANGE JOINT
APPROVED BY:
�I
� *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK OUALRY ASSURANCE:
VALVE FIRE HYDRANT DETAIL
a WATER MAIN NOT TO SCALE "CONFORMS TO CONSTRUCTION RECORDS" SCALE: SEE SHEET
'
(TY •Cltt OF BOZEMAN STANDARD DRAWING N0.02660-4(DEC 2003) UTILITIES OCTOB ER, 2006 FILE: —DETAILS
P.)
8 HYDRANT LOCATION DETAIL PROJECT NO.:BOZ-05021.0
$ NOT TO SCALE SHEEP�7 Of 78
•CITY OF 902EMAN STANDARD DRAWNG NO,o2eea-5(DEC 2010)
FRAME AND CONVER TO BE EITHER D&L A-1172 NTH 1"COVER,MCI 305 FRAME,
305A COVER,OR IFCO 772 FRAME,772-8 COVER,OR DEETER 1025.
COVERS SHALL HAVE TWO 1"PICK HOLES.
7" NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING& `
ADJUSTING RINGS, TAP SECTION,AND AROUND SEWER PIPE INTO MANHOLE SHALL BE M
2'MIN.,12"MAX. WATERTIGHT.JOINTING MATERIAL SHALL BE'RAM—NEK'OR EQUAL `�, %
FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL —D14.� u
SIDEWALK CHASE SIZING ``
2•-0• eou_ZD xIOTN n(n)a 1.51t w(n) Cove e
SIDEWALK CHASE k MIN.SLOPE 0.5'MIN. MID1N k
PROPERTY 5• 5' Bs �
LINE OR V
EASEMENT d-0• PRECAST REINFORCED CONCRETE MANHOLE RISER
LINE AND ECCENTRIC CONE TOP MANUFACTURED IN 0
GREEN STEEL POST ACCORDANCE NTH ASTM DESIGNATION C-478. O
BOULEVARD AT END OF SERVICE 4. MANHOLE STEPS
VARIES A7 16"CENTERS 0
STREET SURFACE 5'SIDEWALK GROUND SURFACE W +
GROUT INVERT TO
( ') SPR OF PIPE
IF GAP BETWEEN I.—
PIPE C
\ II AND CHANNEL IS
V.
O
2.5' GREATER THAN)6
BACK OF CURB M
8 PRE-CAST CHANNEL VARIES 12 FLOWUNE W V
4
(TYPICAL EXCEPT IN SPECIAL � FLOWUNE SOLID COVER
�VAPoES gRCUMSTANCES WFIERE CITY HAS-" 5' 5.5'(TYP.)
APPROVED ALTERNATE LOCATION) I 1'
o m SIDEWALK BOULEVARD Q
VARIABLE I w 4'-0'
�m (MIN.) '-. C
o SHELF-SLOPE 1"
2^X 2" a< PER F00T TOWARD FLEXIBLE GASKETED JOINT TYPICAL
a
WOOD iv o a CHANNEL SEE ( EXPANSION JOINT
MARKER CHANNEL DETAIL. FOR PRECAST BASES-SEE DETAIL)
A
SERVICE UNE.SLOPE=Ya"
PER FOOT MIN.,Yt PER FOOT CHANNEL=DIA.OF PIPE
45'ELBOW MAX. '.... 1 1.5'
1 EXPANSION JOINTS
SEWER MAIN p PRECAST OR POURED-IN-PLACE BASE. ,
POURED-IN-PLACE BASE,MINIMUM
Li 4 BARS CONCRETE THICKNESS BELOW PIPE IS
5'74'DIA. 8 INCHES.PRECAST BASE,MINIMUM
IN UNE WYE FITTING FOR PLUG THICKNESS IS 6 INCHES.ALL BASES
NEW INSTALLATIONS. REINFORCED AS SHOWN. NORMAL NORMAL CONCRETE
SADDLE FITTINGS ALLOWED T DROP CURB HEAD GUTTER UNE
SERVICE INVERT NO FOR EXISTING INSTALLATIONS CONCRETE
OUTLET CHASE ONLY)
LOWER THAN SPRING ONLY UPON APPROVAL OF RADIUS OF CHANNEL
LINE OF SEWER MAIN CITY OF BOZEMAN SEWER MANHOLE
FOR WYE FITTINGS. DEPARTMENT. SLOPE AT 1'
PER FOOT - IFCO STYLE S(SOLID COVER)
k�
FU
ANNEL TO TRENCH GRATING WITH
LL PIPE STYLE B FRAME,D&L
P NOTE: STORM DRAIN MANHOLES SHALL FOUNDRY"J SERIES"
NOT HAVE FORMED CHANNELS AND THE WffH SOLID,BOLT DOWN
DIA.OF LOWEST PIPE INVERT SHALL BE 9"HIGHER COVERS,(OR APRROVED
SEWER THAN BOTTOM OF MANHOLE. EQUAL)
17
SANITARY SEWER SERVICE LINE DETAIL PIPE PLAN VIEW
IFCOWTH STYLE B(SOLID COVER)TRENCH GRATING
NOT TO SCALE WITH STYLE B FRAME,D&L FOUNDRY'J SERIES'
WITH SOUD,BOLT DOWN COVERS,(OR APRROVED EQUAL) �Oj�TI}fd
•CITY OF BOZEMAN STANDARD DRAWING NO.02730-2(DEC.2003) SECTION A—A
FLOWUNE
2R EXPANSION JOINTS IC
SANITARY SEWER AND STORM DRAIN MANHOLE DETAIL
H �-1.5%MIN. 6"
NOT TO SCALE J��REQUIRE�D
......... ..........'............................................. (ns 10ENSE
...........
S F'
•CITY OF BOZEMAN STANDARD DRAWING NO.021T0-J(DEC.NO) 4'BASE COURSE d0/IpL
`�_\REQUIRED 1'5 SIDEWALK BOULE RD2
`END CHASE\_END COVER CURB&CUTTER
INLET CHASE
NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT IFOO STYLE S(SOLID COVER)TRENCH GRATING >
INLET CASTING THE PAVEMENT SHALL (GUT ALONG A NEAT VERTICAL WITH STYLE B FRAME,D&L FOUNDRY"J SERIES"
IFCO 51 -7,OR, UNE A MINIMUM OF 12'(30cm)FROM THE EDGE OF THE TRENCH
DEE 51504 L. OPENING.WHERE NEAT UNE IS LESS THAN 3'(0.9m)FROM EDGE WITH SOLID,BOLT DOWN COVERS,(OR APRROVED EQUAL)
DEFTER 2047L,OR OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, w
D&LI-3519 REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN
TRENCH AND EDGE OF PAVEMENT. FLOWUNE VI (n
X Q J
4.1 MA' H 6, _ La Q
36"SMOOTH ROD ........... —y
CENTERED IN OPENING '
TSTREET SURFACE .........................................................i. -4"BASE COURSE a 3 W
L 2'CURB
VERTICAL TRENCH WALLS WITH &GUTTER Z Z_
-.. 12"(30 Rxn)MIN. SHORING TO CONFORM TO O.S.H.A. AS � 1 5' 5' 5.5'BOULEVARD
I PER STD. Z W LJ
FLAT TOP 6' 2 OPEN NG SQUARE REQUIRED SIDEWALK BOULEVARD DRAWING O W 2 Q Q
REGULATIONS* 3:
SUBGRADE OR GROUND OUTLET CHASE 02528-1 — � Z d'
SURFACE 0
IFCO STYLE S(SOLID COVER)TRENCH GRATING > Of
Z
WITH STYLE B FRAME,D&L FOUNDRY'J SERIES" Z Z
W+2 V WITH SOLD,BOLT DOWN COVERS,(OR APRROVED EQUAL) Q - O O
a m N Q Z (�
36"R.C.P. BACKSLOPE AS SPECIFIED SLOPING,BENCHING OR Of
A57M C-76 TO CONFORM TO O.S.H.A. INSTALL DETECTABLE SUPPORT SYSTEMS IN THIS H LLI
I_0 Q
CLASS 2 REGULATIONS- AREA TO CONFORM TO 4"SIDEWALK 8" W 8" DIMENSIONS W AND H VARY,SIZE
WARNING TAPE 18"(45cm) O.S.H.A.REGULATIONS' TO BE DETERMINED BY ENGINEER W W LLI
(OPTIONAL) EXPANSION JOINT ........ 6" .......... BASED ON 25-YEAR EVENT, BUT NO Y �O N
LMAX ..........
O
t LESS THAN 8"AT CURB OPENING. W N� W
m
c RASE COURSE1. CONCRETE SHALL BE M-4000.
4'MIN. COVERS MUST BOLT DOWN TO FRAME. U O Z �.
w TYPE A "B" C C" CONCRETE STORM DRAINAGE OUTLET AND INLET CHASES
BLOCK OUT FOR TRENCH BACKFlLL
c (i �
£ INLET PIPE 6'(15cm) NOT TO SCALE O O Z
�/ jj •aTY OF 1IO2EMAN STANDARD DRAWNG NO.02529-14(DEC.2003) ~ N
SELECT TYPE I BEDDING 0
MATERIAL PLACED
t \ IN 6 15cm
TYPE PIPE BEDDING '( )LAYERS&
c PLACED IN 6"(15cm)MAX. o� ° o COMPACTED AS SPECIFIED L.L.I
LAYERS AND COMPACTED o o°o °o oo Yl IN SECTION 02221
THOROUGHLY 0 ab 0.
0 9"SUMP omzo
4%10cm) o0g OOoo /%
g TRENCH WIDTH-O.D.OF PIPE %V CA.D. CMK
n °° TYPE 2 PIPE BEDDING % PLUS 2'(60cm) ///�
i WHERE RE FOR \ DATE:
r' SOFT OR UNSTABLE MIN.TRENCH WIDTH=3.5'(1.1m) 7/13/O6
QUIRED
RENSIONS:
6'PRECAST BASE FOUNDATION /// // //
44"O.D. •SEE O.S.H.A.CONSTRUCTION STANDARDS APPROVED BY.
FOR EXCAVATIONS.
UP ASSURANCE:
TYPICAL UTILITY TRENCH DETAIL
36" STANDARD STORM DRAIN INLET DETAIL NOT TO SCALE "CONFORMS TO CONSTRUCTION RECORDS" $GALE; SEE SHEET
•CRY OF BIWNGS STANDARD SPECIFICATIONS-STANDARD DRAWING NO.02T21-1
NOT TO SCALE UTILITIES - OCTOBER, 2006 FILE:PHASEV—DETAILS
CITY OF BOZEMAN STANDARD DRAWING NO.02720-1A(DEC.2003)
8 PROJECT NO.BOZ-05021.0
's SHEET 78 OF 78