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i Lois A. Lydens DETAIL > CDI I I 5 I 1 1 O w
146 Fm 513 �� - - - = = E IWilliam N. Taylen I Orville F. Christenot Trust I Robert K. Berndt I �' V�
� I 2 I y I Deana A. Taylen Annette F. Christenot Trust Barbie J. Wallace I SUNRISE DEVELOPMENT I ��� I o Y - Q
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SCALE: 1"=60'
GENERAL NOTES
N1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH LEGEND - A
EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, AND THE CITY OF w`WTJ�BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM NUMBER 1. FEBRUARY 1998, - SS-- INSTALLED SANITARY SEWER LINE
ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001.
® INSTALLED SANITARY SEWER MANHOLE �ryn� T T
[. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND N SPECIFICATIONS SHALL .(d10) INSTALLED SPOT ELEVATION w U CI MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE Scale In Feet M^/M
CITY OF BOZEMAN ENGINEERING DEPARTMENT. 60 0 60 '�- INSTALLED DRAINAGE DIRECTION / 9 Ul
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE (DIRECTION OF DOWNHILL FLOW)
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., 18 0 18
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. Scale 1n Meters -w- INSTALLED WATER LINE
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 'w
EQUIPMENT AND MATERIALS BY THE ENGINEER. INSTALLED HYDRANT VJ
N
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE INSTALLED WATER VALVE
BEGINNING OF CONSTRUCTION. INSTALLED PRESSURE REDUCING VALVE DRAWING LIST
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST INSTALLED STOP AND/OR STREET NAME SIGN AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN
24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
PHASE LINE AB2.0 - SANITARY SEWER PLAN & PROFILE (NEW HOLLAND DRIVE) Drawing Date: 10/16/02
AB2.1 - SANITARY SEWER PLAN & PROFILE (NEW HOLLAND DRIVE)
3 7. TRENCH BACKFILL SHALL BE TYPE A. Q
PROPERTY LINE AB2.2 - SANITARY SEWER PLAN & PROFILE (OLIVER STREET)
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g 8. BENCHMARK: FIRE HYDRANT P�y 807 LOCATED AT E DICKIN SCHOOL PVI SYMBOL A83.0 - WATER PLAN & PROFILE (DURSTON ROAD)
ELEVATION = 4750.29 "STAM4�ED FLANGE BOLT", CITYITY OF BOZEMAN DATUM - SQUALL A63.1 - WATER PLAN & PROFILE (OLIVER STREET. NEW HOLLAND DRIVE)
m 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. A83.2 - WATER PLAN & PROFILE (OLIVER STREET, SPRINGBROOK AVENUE) A B
B 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. A84.0 - ROAD PLAN & PROFILE (OLIVER STREET, SPRINGBROOK AVENUE)
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY AB4.1 - ROAD PLAN & PROFILE (OLIVER STREET, NEW HOLLAND DRIVE)
A85.0 - DETAIL SHEET 100
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
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�0y 06 by�yyQO 8+16.8 8+14.8 x��?IN
rye �cfGp oP. ryxy1P 4770 OLIVER STREET e qQP Polo a NEW HOLLAND DRIVE�y�P�c�
4770
r1,x QQ"rl,
CtO O;k• 0 J yEy NEW 15" RCP-,,
CULVERTa.0y�� �'l CAI
---- -- -- LED GRA
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th
VrEIEPHONE • i EXISTNG GRADE
EXISTING UADE i H
4760 ----- - -- - ;�--- • -- -v 2 INS LLED - --- _
o GRADE 4760
o ,c o to 1O FUTURE -
/ I W 10" FL=58.58 GRAD
° =58.94 co
8' CLASS 51 DIP W TER MAIN _ • _
° - o Z 81. CLASS 51 DIP WATER MAIN
co INSTALLED E_XT�NSION ON SEWER
S RVICE BE EN WYE AND 45' • J
8 ND TO PRO DE CLEARANCE
FL=54.96 8" SS CROSJING 0 R WATER MAIN } O
FL-54 75 FL=4752.45 ~
8" SS CROSSING L=54.7 i
4c FL=4 752.80 i 4750
FL=50.9 l
O e Dmwing Date: 10116102
pe ail
1+00 2+00 3+00 4+OD 5+00 6+00 7+00 8+00 0+00 1+00 2+00 3AB
WATER PLAN AND PROFILE r2 WATER PLAN AND PROFILE T�jST T
A83.1 SCALE: (1'=50'-0"HORIZONTAL)(1'=5'-0' VERTICAL) A63.1 SCALE: (1'=50'-0"HORIZONTAL) (1"=5'-0' VERTICAL) 7/19/Ow 3ml
R
9 #01281
s
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1 15�N 75.00 75. ,3) 10. ,3'� 70. .49 4a O 15 I I 120.29 zg 10.05 110.05 I' O
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75.00 � . 70.20 70.2 7 .20 70.20 70. 70. 70.20 70.20 74.43 0 --�•��� - y
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W_ 1 I �" LO 13 I � T 2 LOT 21
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� i I ®` � INSTALLED TEM SA
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o+�Q��o�P °5� Q c? 4770
�� P' o� �rTT�I
PROPOSED GRADE
3/4" WATER SERVICES \�`° ,�5�,�2. P.Fc.G00 /QQ P c, fTl N
LT RT _ EXISTING GRADE
-- 4770
9+51.8 9+49.8 GRADE �•��.P5 xo0,��0�ti �.
10+19.2 10+22.4
10+83.8 *10+92.6* EXISTING
11+53.2 11+62.0 '� 8 CLASS 51 DIP WATER M IN ADE
12+22.6 12+33 ° °
12+91.9 13+03.2 4760 _
13+61.3 13+73.4 ° FUi
14+45.6 14+43.6
15+15.8 15+13.8 o -
15+86 15+84 ' FL 58.94 ° FL=58.71 N
16+56.3 16+54.3 ° 16
TENSION RE WIRED BET EN 4760
*ADDITIONAL DEPTH V 4 E AND 45• END IN ORD R *i�E zzz:��-
REQUIRED TO PROVIDES T PROVIDE C CIE AT FL=58.94
CLEARANCE AT < WATER MAIN
SEWER MAIN , 8" CLA S 51 DIP W TER MAIN
e H ri
m FL=55.01
rn o in .o n uo m a e - m ,o vi
Drawing Date: 10116102
Iv v
I
9+00 10+00 11+D0 12+00 13+00 14+D0 15+00 16+DO 0+00 1+00 2+00 3+00
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WATER PLAN AND PROFILE
3 WATER PLAN AND PROFILE 2 ('�1r.T� T T( '�'j� 3m2
m C3.2 SCALE (1'=50'-0" HORIZONTAL) (1=5'-0" VERTICAL) \.11lr UV 1 LL
C3.2 SCALE: (1'=50'-0'HORIZONIAL)(1"=5'-0" VERTICAL)
3 7/19/02 -..
9
s
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M � oo
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.9 64.56 60.00 601 64.5 65,00 .00
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.-0 O i G I ✓n
O6 64.0 60,00 0 60.00 64.56 64. 7 64. 7 75.00 F
1 o B K 1 o N N u SPRINOBROOK AVENUE M� e g1T -PmSTA=1+55.37 0:' jRPVl ELEV 4788.71 + § ' 5$
oA.D. 0.75 N Y w� W
m K=167.28 n GS
'^ 'u i+n Y Y
NEW 15'RCP CULVERT ADE "+�
OLIVER STREET > EXISTING GRgpE
77D=Y
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m N M o M b N m M a� <J CENTERLINE ROAD PLAN AND PROFILE a
N' N t`j M Y{ IA N V)
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SCALE: (1"=50'-O'HORIZONTAL)(1"=5'-0' VERTICAL)
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 +j 9+00
(:��:)CENTERLINE ROAD PLAN AND PROFILE
A84.0SCALE: (1"=50'-0"HORIZONTAL) (I"=5=0" VERTICAL) t'-P°\J PO\Jy Q- J 0�p SPRINGBROOK AVENUE
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0+00 1+00 ;' ir 3+00 L 4+00
1+a0 2+00 3+00 4+00 5+00 6+00 7+Do 8+00 9+00 hy� �.TOP OF RIGHT CURB PROFILE
TOP OF RIGHT CURB PROFILE P°p�y� �lo� A84.0 SCALE: (1"=50'-0" HORIZONTAL) (1=5'-D" VERTICAL)
A84.0 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-0" VERTICAL) ? 73• / \,
\0g�1 �� AS CO�N/S�TR^UCTED .0y� x�,,a�66'"�^p boa ��o.�y10 SPRINGBROOK AVENUE,// Jy�h�
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ti^ ry� °rya^6� EXISTING GRADE
414X FO�R
EXISTING RACE ORAOE Drau4ng Date: 10116102
760 .-. .--- - - -----1-- 4760 -- -- - - -
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A84.0 SCALE: 1"=50'-0"HORIZONTAL) (1"-5'-0" VERTICAL) A64.0 SCALE: (1"=50'-0" HORIZONTAL)(1'=5'-0" VERTICAL) //01281
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OLIVER, STREET L T OT 0
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IN rALLED GRA
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x
EXISTING 5FAY-
z
NEW HOLLAND DRIVE
4770 P STA I
LLJ +71�16 +G
HIGH POINT E1,EV 11;6�. PM�ELEV= 4762
rn 1 3+79 A.D. = 1.14
uj 14C'
HIGH POINT SIA 1
PIA STA 14+00 K-87.41
ui i PIA ELEV 4769,50
•
z -2.0 NEW 15"RCP.CULVwE 100,00*VIC
A.D. 4760
K = 50,00 154
faST'NG GRADE
00 IS '�AGI G%loo.00,VC
4760
11+00 Fu7ITR
k
v W
10+00 12+00 13+00 14+00 15+00 16+00 O+DO 1+00 2+DO 3+00 4+00
CENTERLINE ROAD PLAN AND PROFILE (2:)CENTERLINE ROAD PLAN AND PROFILE
�-lSCALE�("=-1.'-CIC�HOII�Z-�TAQ (1'=I'�-6�VE�ICA�Q AB4.1 SCALE: (1"=50'-O"HORIZONTAL)(1'-5'-0'VERTICAL)
xQt EW HOLLAND DRIVE.-�,
-
4770
OLIVER STREET
b
STALLED GilK)E 47701"
x
0.502% T J/1 +11 gp-
x
A I
EXISTING MADE x
'NsrAt,,,
100.0) VCSTA -14+00 P\A xOry(v
hy
PM ELEV 4769.38 4760
4760
0+00 1+00 2+00 3+00 4+00
--�TOP OF RIGHT CURB PROFILE
10+00 11+00 12+00 13+00 14+00 15+00 16+C, 2
(ZTOP OF RIGHT CURB PROFILE AS CONSTRUCTED
7/19/02
q OLIVER STREET
'b" (Y `kNEW HOLLAND D
4770 4770
:2
}ry a1`O rya icyx
ui
LLI .9i
A UA-
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ui
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x
Z Exis Drawing Date: 10116102
4760 4760 X
x
In.
'
ci RADC IRADC
0
AB
10+00 11+00 12+00 13+00 14+DO 15+00 16+00 0+00 1+00 2+00 3+00 000 4
a TOP OF LEFT CURB PROFILE (2�TOP OF LEFT CURB PROFILE ■
�ABAI 1 J'CAI F HOR17ONTAi�(i"=,,'-n' VVRTMAI
A84.1 RTICAL) #012tSli
24"
—9.5"
al•�i wlw w Tt�lee,ae N TA N r
EASEMENT ALL 37 EETd EASEMENT 2 te. ALL SWALES TO BE SLOPED AT 1% TO PONDS O 1
uNE UNE UNLESS NOTED OTHERWISE ON PLAN GRAVEL SEWER ACCESS ROAD
30 4 TO OYP) • 3 R 4.R 4 ' FLOW DEPTH I
18,5' 18.5' S.5' S'_ L
1 I, i yr i-- 1.5" "r ro 1 'c. 1 GRAD 21 SLOPE 2%SLOPE
I'/4'/TT 71e SLOPE 31[SLOPE 7/4'/FT GµpK)F- / PROVIDE 6" COMPACTED -.. y
ffS VA t 5 12• i� " ' ° ° TOPSOIL TO FLOW DEPTH qR/fS VPRTE Sr NA F ,•
SIDEWALK SI ALK
3"ASPHALT CONCRETE GRAVEL BASE COARSE ,ti'hvet 10 0 10
SURFACE COURSE 13'of 1 ,/z"MI NUS � a°° . 3 SWALE CROSS SECTION DETAIL
w 6"OF 1 1/2"MINUS GRAVEL BASE COURSE _ ° O O O a -
F GRAVEL BASE COURSE UNDER CURB AND GUTTER `O O 0 O O O 0-0-0 O O O 000
AB5.0 SCALE: NTS COMPACTED SUBGRADE f
0 0 0 0 0 0 0 0 0 0
c�+ OVER 9"PIT RUNE. 1000000000000000000000000000`, 9 ',
z 0 0 0 0 0 0 0 0 0 0 o GRAVEL SEWER ACCESS ROAD `
COMPACTED SUBGRADE 9, v
REp-uant,: AB5.0 SCALE: NTS Ch ��
. As 117ED
� 9
t, INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC. 02528-1
z RESIDENTIAL DRIVEWAY APPROACH. ]
2. SIDEWALK AS PER C.O.B. STD. DWG.02529-10 AND 02529-11. w
3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. COMPACTED SuBLF�
(TOPSOILING k SEEDING ON CUT h FILL AREAS ON IIOeQ cure Ni Y ma.,12'n.. C.Sa' $
1. Sueprade o,ease c comvacean.hall conform to titillation 02230(w v.w. r Ex STINC GRADE ►~ S
PROPERTY SIDE OF SIDEWALK) SEE SHEET C1 OR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS ._-_.
4. GEOTEXTILE FABRIC WALL BE USED DEPENDING ON SITE 2. conwaton pinu enan w vtacaa a 10•mta,wM one•nox nov,a minimum V]
J. :�2•on Than t maGria Mat D•pbnd a oe P.C.•.PT•,care Mame
CONDITIONS AS REWIRED By ENGINEER. va„•;an mata�w•nag•.t•ra tnrou9n tn.rue aptn of tn.ewe and pmsr
4 Mo<uro one Sue«•non t»p1mv!.11hwt o ftnol ram.In.P.cilen ey te•City E19.O11",n.,rea.ee."ml.' EXISTING GRADE EXISTING GRADE / -
TYPICAL STREET SECTION 5 C htol gala ales,hall
—t
e. Cra+h•d 9ravI taw hall t tM n9ulnm•nh of Section h. (wPW SPECS.1996•d.) is cunt,one '¢�I_i 4'•1 p
1 pear npac•menl 1, a.—rock mar ne +.e lo,tn.p.avel ea+e- INSTALL 4" C 3/4"ROAD MIX
-- - OVER COMPACTED SUBGRADE
Ass.o SCALE: NTS 2 CONCRETE CURB AND GUTTER DETAIL TYPICAL RETENTION POND DETAIL *� W
Aes.oRAIL CROSS SECTION $ 2
SCALE: NTS C.O.B.008 STD. DWG. N0. 02528-1 E ,
AB5.0 SCALE: NTS ABS.O SCALE: NTS �� �� w o
W
ALL 125 / 150 ANSI BILL OF MATERIALS Fran•and cawr to W~Card W.52H t,MCI 3a5 tram•,
3a5A cover,or FCO n 2 from•,772-e coWr.Conn hall lave
ITEM OTY DESCRIPTION Lr rk
/,.
1 1 6" CLA-VAL 90-01YBCS Pressure Adi—tM w� Mono At lent,mt...n dna A W
Reducing Valve c/w X101 Position Indicator ,ne.diight.;lairtit,ma.nal"Mae e.Mna-Mr°•nm-i A
DI Body, Bronze Trim - 1�150 Figd � for oe pla•w<.q t»e..w...a Plc,.•ne mmna..ou.
2 1 2" CLA-VAL 90-01YSCS Pressure Reducing
° A Volvo c/w X101 Position Indicator, DI Body s s
. a A. � 'd ° d � � ° v F,cwt raaor<w conar•p manhole rs..
4A Bronze Trim - Threaded anIi """tn`` to,mwl-t—In
MO*4•t•n.a dare.•ith ASIM e dwl9hafo C-47e,
1-10, ° � 3 2 6" MUELLER A2360 RW NRS Gate Valve ie`""
r 7 06" 416
7 c/w Handwheel - /150 Flgd a.•,A Invest 1. N
INLET —• INLET 4 2 2" MUELLER A2360 RW NRS Gate ValveAll-a
a aw"+es°°ana°i °M
0 0 • c/w Handwheel - Threaded aw
Er
desalt)
1 n 7 2 4" ENFM 6211 (0-200psi) Pressure
1 3'-td l 't 13 1 Gauge c/w Isolation valve n.,;el.pa.ka.e ta;ne(tyPl<al --
fa to+.,-w.
1 1�13765 Precast Concrete Vault c/w � �
d l�I Reinforced Concrete A 'elt a
Thrust- al Plate White Interior & Black Exterior Sealant
` ' d Thrust Blocks Chann•I.d;a.a*w
o/w Anchori g Bolts 10 4 2\ \ 9 (By others) - - Top Half To Be Insulated w/ Sprayed - �:-�.�-rT. Z 02" - - ---- Pncwt or Poume-in-pl—taco. �--t
Polyurethane Foam To R20(appr. 3" Thick) Pouts-in-Plat•taw,minimum
hl•tNCMM•a e•w.PIW o u
9 1 30" Manhole Cover And Frame � I e Inan...v,.coa m..,m;nlmam w ^O
d ° --- 5•-•'die. tnicMn•w 6 a I,ahw.Alt e...,
] I 4 I 1 (min.) rNnfac•d a++ho.n. r
1-5 4 2" 4 10 4 Adjustable Pipe Supports ��a '11•L�/-11
° 11 2 8" SMITH CLAIR ST X DI External 90•• wr 1
clanea O
NO
T OTE:Storm era n anlatn
Transition Couplings lin s °�"� r^ A
° m Mall V,
d� - a not nave IormM cnannaM
12 1 Aluminum Ladder With Safety Post ner
a the M
d ae.a sin invert+hall ee 9'Mil� toweri
. .., .. maw eono� or ma"na.
8 5' x 12" x 12" Deep Sump 13 1 6" MUELLER 758 Coat Iron Body"Y '
05" opening For c/w Sump Grating Strainer c/w Slowdown Valve - #125 Flgd See Notes PLAN VIEW 04' PVC Drain
FLOOR TO CENTERLINE OF MAIN PIPRING = 24r' 14 1 2" MUELLER 11M Cast Iron_Body"Y SECTION A-A
Strainer c/w Blowdown Valve - #125 Flgd r,--' SANITARY SEWER MANHOLE � � N
15 1 1" APCO 50.1 Air Release Valve c/w A85.D SCALE: NTS C-0.El STD.DWG.N0. 02722-1
Isolation Valve
16 1 3/4" Hose Sib Assembly
17 1 1" ARCO 143C.1 Combination Air Valve
c/w Isolation Valve
18 1 6" VICTAULIC /07 Coupling E•se1
19 3 2" VICTAULIC /07 Coupling
V V. //I MATCH EXIST STREET SURF CE r1
STANDARD FABRICATION k FINISHING SPECIFICATION NOTES; � INCORPORATED al
-------------
- 1. VAULT #13765 (H-20 LOADING) TITLE: 6" X 2" PRV STATION " ""-------
fABRICATED STEEL PIPE & FITTINGS TO BE 0 4.I
INSIDE DIMENSIONS: r
SCHEDULE N0. 40 STEEL PIPE FOR SIZES 12'-,t" L x 7' W z 6'-6" N WITH 8" IN/OUT t ��
i0 10, AND 3/8" WALL FOR 12" AND LARGER. - L)
AS PROJECT: HARVEST CREEK SUBDIVISION
ALL. 3" LARGER PIPE, INSIDE WETTED SURFACES TO BE 2. VAULT WEIGHT: �� Drawing Date: 10116102
SANDBLASTED, EPDXY LINED AND COATED TO AWWA C-210
AND NSF-61 SPECIFICATION. FINISH COATING WILL BE TOP_..........22,000 Lbs -.TE: AUG. 02, 01 APP'D JY CK-D DB SHEET l of I
BLUE ENAMEL. BOTTOM.......24,000 Lbs _ - CONCRETE HEADER DETAIL
WEIGHTS t 10% A -:-WM AC CAD DRAWING No REV 8
01 7173-51 AB5.0 AB
Vr,. REVISIONS DATE At'�- NTS _ SCALE: NTS
g VAULT DETAIL as O
C5.0 NTS (WITH PRESSURE REDUCING VALVE)
9 012811