HomeMy WebLinkAboutWest Babcock Street Manufactured Home Court GENERAL NOTES
��JJJ ���JJJ LLLJJJ UUU UUUUUUIIL.��� 1 UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
M M I12�C, IIMn II /�I12�� \��7 M OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE COTRACTOR
SHALL
SHALL PROTECT ALL EXISTING UTILITY LINES DURING
0 CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION,
n/--T/'7 /� ^ n n D ^ ^ ^ 161
^^^O DATED CHANGE
RY, 1996, AND THE CITY OF ROVED P MODIFICATIONS, MAY 1997,
\\�VJAU//Lll�Ai L\\� IIL—��J D [//�LAt\\�ILJ^\JV�I Q3II��J \ VW1/ / IIL1pUSJ IILJ1`�'/f(LJII IILJD�IILJpL(J INCLUDING ADDENDUM No. 1 DATED FEBRUARY 1998.
3. NO CHANCE D MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER
Q����Q�� LIVLJOLJLJ^��� AND THE CITY OF BOZEMANENGINEERING DEPARTMENT.
0 d fur d � 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND
MATERIALS BY THE ENGINEER.
5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
' I WEST BABCOCX ST".. '� BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
4•PRIVATE WATER LINE 5i ______ 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
ffi OF THE CONTRACTOR.
7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 330 AT
P-SN-SEWEIt ^ THE NORTHEAST CORNER OF WEST MAIN STREET AND NORTH 2OTH AVE.
w ELEVATION - 4805.38 (CITY OF BOZEMAN DATUM)
ONE 1'SERVICE TO JOINTLY CRAB TREE
SERVE TWO TRAILERS k k �� _____ S° STET' 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS.
4'THICKNESS 10'WIDE a e _ __ 9. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
1 CONCRETE DRIVE AS SHOWN ----- DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
.. ---'-- 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
• -' -'
' ,.. '•. .,J 1. FLTyT STREET ___ 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
a
•' o FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH.
---- '�
INSTALL FORD PODB-2UBLE U 72 _ ___
IN METER PIT WITH DOUBLE UD COVERS, --
INLET VALVES. INSULATING BLANKET,AND
TWO SENSUS TOUCH READ 5R11 METERS
(INSTALLED AT COUHI'OWN\RS OPTION) /�� _____
iMAAIN3�r•a> �* \ ______ COVER SHEET AND DETAILS
o MAN.iAcnAtm Nall[u,uTr rAD.As P. \ \ C
sxpum Wq NTS.Fort wart—AND
"a;""°" IT�A`°T ------ 1 - SANITARY SEWER LINE, SILVER MAPLE DRIVE
/ DAArDR,WK,oAAc[ / / / INDEX MAP 2 - SANITARY SEWER LINE, WHITE OAK DRIVE
ON/ AT LOTS SA IXlgtt90x / /
OT$II / N / ------ NOT TO SCALE 3 - SANITARY SEWER LINE, CRAB TREE AND OLIVINE STREETS
/ €�"""'"`"""`� � G / 4 - SANITARY SEWER LINE, CAHILL ST. AND DONNA AVE.
°0
4 ------ 5 - 8" WATER LINE, SILVER MAPLE DRIVE
----
i m / 6 - 8" WATER LINE, WHITE OAK DRIVE
MIN. 25 i - - --- 7 - 8" WATER LINE, DONNA AVE. - METER BLDG. DETAIL
a 8 - 4" WATER LINE, SILVER MAPLE DRIVE
9 - 4" WATER LINE, WHITE OAK DRIVE
10 - 4" WATER LINE, CRAB TREE AND OLIVINE STREETS
P1-IQI-�I1II 11 - 4" WATER LINE, CAHILL ST. AND DONNA AVE.
=I U•I� CORPORATION STOP INSTALLED AT HIGH POINT,
\J \ LLL JJJ TO AIDE IN THE RELEASE OF AIR DURING
INSTALL NEW F.CO.ESS WA R SERVICE \J Durcton Rd. To AID U N THE
CORPORATION STOP REMOVED
WO TVAUENDFORD MFG.CO. TAMER INE' C �� MID PLUGGED.
EOVNALENi - SEE ATTACHE PRODUCT SHEETS
(4'INSIDE PAD) 4'RISER/SERVIC CONNECTION ••+• �`
EACH MOBILE HOME TO A WATTS SERIES L7 2.0' INSIDE PAD L = ROWABLE FILL- FULL WIDTH OF SEWER LINE
DUAL CHECK BTIME OF VICE CONNECTION)
TRENCH�o� PIPE LINE INSUUTION
(INSTALLED AT TIME OF RNCE CONNECTION) TRENCH FROMFTOP OFF SEWER LINE LINE PIPE TO (SEE SHEET 6)
K M„w 3 W Moin St MID-HEIGHT OF WATER LINE PIPE. (MPWSS
LOT LINES Butcock St. F= SECTION 02225
^F—'� ) ALL FITTINGS. MECHANE—UGICAL
�I JOINTS WITH MEGKUG JOINT
ENCLOSE WATER LINE NTH POLYETHYLENE RESTRNNT GARLANDS.
D rc a ENCASEMENT.
71
11 } �a
TYPICAL LOT LAYOUT FDIIDnst. a o°o°Oo�
NOT TO SCALE Ln M w.College Str
uffin ,
EXISTING 10'
WATER MAN
D
DETAIL - BASE FOR MANHOLE #1 AND #7
MIN
CURVE CHANNEL IN THE SEPARAT
SEE STANDARD DRAWING 02722-5 /\// //\\j
DIRECTION OF ROW IN FOR CHANNEL ALIGNMENT. TOP OF SHELF O ELEV. OF \\%/ %\j >• , • ► - \
THE 10/12-PVC TOP OF 8'PIPE /\// E.I.SEWER PIPE //\// •, • • .
SET BOTTOM SECTION OF BARREL p
ON 8'CONCRETE BLOCKS (MINIMUM
OF 3), SO THE BARREL DOES NOT /\\// //\\//
BEAR ON THE EXISTING 10/12"PIPE. \/\\/
SLOPE POUR MANHOLE BASE IN-PUCE. �\ \ \ \ \ \ \ \ \ \ \ \ \ _•• r • - •• D'-• \ \
1'PER
8'PIPE 4.0' BITUMINOUS, 0 CNG. IN BE
EH�
8'PPE
10'HOOK END. MNNTNN AT 2-THICKNESS OF OWENS CORNING NOTE:POLYETHYLENE ENCASEMENT ON ALL
f 1 FOAMULARULAR 230 BRAND INSVUTION. ��3' LEAST 3•BETWEEN REBAR AND DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED.
• YED INMINIMUM OF 3'OF 3/4" BOTTOM OF CONCRETE. DOUBLE THRUST BLOCK
N L MINUS CRUSHED GRAVEL. w 2
6' 2.5'X 2.5' X 3.0'(MIN.)
••i i •�•'B MIN WATER OR SEWER MAIN \yi'
CONNECTION DETAIL
NOT TO SCALE
DPVC2 �5' AS—BUILT DRAWING
3 5' MIN.
PLAN VIEW SECTION JU LY 2000 y /V1 Mountain n t a i n Engineers •�"°"TAIV
PIPELINE INSULATION Rock RAYFI. ;.•:
CENTER
Civil Engineering & Land Surveying ,Fs
SANITARY SEWER DETAILS 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859
NOT TO SCALE
UNLESS SIGNED, SEALED.AND DATED
DRAWING FILENAME'. /728-ASBLTow9 11/06/2000 THIS IS A PRELIMINARY DRAWING SET.,
-2 _
I ICI 1 I
C ; l BABCOCK MEADOWS SUBDIVISION - PHASE 1
2i 1 18 CC
S. PIPE
j -� , 24"C.S. PIPE
IL
s �for,opLEXISTING 30'SAN.SEWER EASEMENTlpr r !o ! -_---_-" <or\ L---------� Il?0 1 0r I I I ( I I prcarI < for I orL_--___ \ I 2'ACCESS EASEMENT ACCESS p qo0
\'1 I \ I TO MANHON ESRY SEWER I TO SANITARY SEWER EASEMENT
I I I I ^ r`9C B 00'28'57' E
MANHOLE I 1 reps
-
t' - 7 _ ___ _ _ 12'SAN-- -_ •SAN______ [
_ I I a
-,2'sAN--- ---------- ---------- -
I
I I
I .. ___ ___ SAN_____ __________ __12�SAN___ ___________ _V12 __________ ___ 12 SAN I 1_ � 2• AN 33 35 36 37 ✓ r - - - - TORN DRAINAGE
€,
.1 a 34 38 39 Z 11 40 41 42 43 44 45 2 46 47 48 DE ENTwN AREA - g
p I m
30 1 14809.
4 1
RIM -4813.07 11 HV.IN 4809.1D 30'W TER AND SEWER \RIM IN - 4806.4 -
PROPOSED IN I i INV.OUT 480660 10'MIN. NV.OUT 403360 EASEM (TYP.) RIN 4806.40 I I p+ ---------
STORAGE AREA JD I SEPARATION 9.5
511 NV.OUT- 00.05 ?
Hd e'ASTN SDR 35 (lYP) _ -- - - - -- -
1 RIM - 4820.E RIN -481880 „__ - -_ __ _ _ __ .____ --.-... _.______ Y(yj - O I I
` O
INV,IN I 4815.96 INV. -4811.58 a+00 5+00 s+ 3+00 '
_ j
1 1 INV,OUq-4815.76 INV. UT-4B 71.38 -"' • - +y / • '
- { '--_��.aw... �___��._ -t_ter= - �'- . _ - _-S- __--- ; } --- - - ---_ - __ i j o �• o
y - r LE -- _-.._-
ILVER MAP -DRIVE
/y ° n p�i - - -_ , � '8+00_-- _ WI r i 9.5 I RIM j y,' � �,__ T, 0-,�tTYP) V'; �/I INV.IN 95.5 I " )w A
T � r
I EXISTING 30'WADE EASEMENT t t+ 81 - ---'- '� 2 I I T j '� INV.OUT- 4794.8E I `I EX.B'WATER r l
I 49 { 1 1 m
1
��� DETENTION r I
63 62 i w
---------- 'I I p W i i 77 ' iaa W I � n
N p W J p 86
£� 2[J ' CJ7 , PROPOS EO 1'ATTA(:HE( i i i j.J� ' i O I
_v- -.- -.- - - - -- / SIDEWALY. (TYPICAL) 75 'O I I'j I n
f N r 64 61 i s .1 50 m x
PROPOSED 'a
rn� I STORAGE
I I
AREA /30 88 85 it i 78 �� '�. 1 i m
27 AS DRAWING 74 j 7 65 60 j { MI
n 51 -3
CI b JULY 2000
A, 89 84 1 j l 79 73 { 66 59 1; 52 I --------
rs [-�FO /OURT26 :' a BALL
+c
4825 4825
e NOTE:
MAN N RIM ELEvAnc 4s WILL
A A WHEN ADJUSTE1 TO
nCHANGE
EC STREET GRADE
4820
`------ -- ---- 31 EXI TING GROUND ROFILE ---
4815 A--+ ----- 3
_0._.0. •
A 1-
STA. 2+33 285 1.5
STA. 237 2 .5'
(TYP•)
STA. 3+44 28.5' RT MIN
5TA 3+16 28.5' RT �T. SEPARATIi N 21j __ p
STA. 4+56 28.5' Rf ' PROPOSED FINISHED GRAD yL
EA. 4+801 28.5'
4610 RT --- SEPARATION
STA. 5+67 28.5
810
S.
28.5' 1;n
WrR e k =
STA. 8+00 53.0' LT) 4• TeX _ 3E
STA 6+72 33.0' RT
STA. 6+78 33.0' RT
WtR 24 7 LF.5+ &
STA 7+76 34.0 Rf) 3034 SDR 3S
4805 _ - STA 7+82 34.0' /.17X -
STA. 8+85 28.5' -- _ - - - -__ -. .yeµ
_- --
STA. 10+01 28.5' 1.5 38.8 LF 8'A$TN
IN
STA 10+05 28.5' R 6' I SEPNARA ON 30'�SDR,�PVO
STA. 10+37 30.5' L I WTR 1.5'4800
1.4JX
wm MIN.
EXISII 12•SEWER JAIN
4800
SEPARATION
4.
AS BUILT DRAWING
JULY 000 EXISTING GROUND ELEVA IONS SEWER LINE INVERT ATX)N
4790 - -- _--- - _
4790
_ I
!gig
+1 3 3 3 g $Y g
11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
Rocky Mountain Engineers '"° 1 '." DESIGN BY DATE: DRAWN BY DATE DRAWING SCALES:
AOR RHC 10 31 9] AOR 10 31 97
REVISIONS: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: R = 5I'
PAY H. •• CITY MEMOS 0/08/99 CONTOUR INTERVAL' 1' bULI1JL5L5 IJ
CITY LETTER 01/22/IN 06Z/99 RHC ������12w ^�w�n 14m
6'PRIVATE WATER LINE 06 16 99 (CoaJ2
Civil Engineering & Land Surveying CITY LETTER 07/22/99 OB/3199 PROFILE VIEW: HORIZONTAL: 1- = 50' n nn
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 ' AS-BUILT DRAWINGS 07/10/2000 VERTICAL: 1" = 5'
DRAWING FILENAME: 728-ASBLT.DWG 11/06/2000
// ZF-00
6' I 27 , I{ i ' ;� a✓.r "" : '` I j I m
{ Ob I I ,
t I
89 84 79 73 ! 66 59 52 a--------
s 'I I
26 I N I't l
Aa ae sl BASKETBALL
53 90 83 /�--% 80 72 j ��' 67 58 I y ;
I 25 O
n7 d
91 82
I a /y 81
.I{I 30'WATER AND SEWER 1 ;
EASEMENT(TYP.) ClU8H0U6E 71 L---I 68 57 ' t I 54
12,RIN _ 4820.70 z LI 11'
-�'- INV. IN 4816.0
24 INV. OUT 4815.90 Ir.
I � r � H
a 9+ J POND 70 Q)
' N I' ------ -- - ----------- --------- - ,' TYP 8 6ASrM 34 SDR 35 PVC M?) 55
` I `�`• I CJ Z
00 -� zo' �I
o _ - _
---
r
-
23 '� / s2 9s' - ' 7+ 6. l0«00 III m
I I I. i rl N _ --_- D° 6+00 0 4+00 2+00 - _ I 4 7r
k- 1 RIM. 4816.80 - __ __ _ 5+00
INV IN __________ _ ___ _-______ __ __ _ _____ 1+00" ;
1 y INV.OUT 18,,.9s - -- ---------------- -- ------------i I I
-- ._�....4._ - 1
IT OAK a DRIVE
I
' I 22 11 10•MIN.. I " I INV. IN _ 4794.6
1 I RIM y 44813.96 SEPARATION MH 1 "-'i• RIM 4804.76
INV. IN 460.00 3 i I I INV. OUT 4796.26
INV. 4606.00 INV. IN 4803.90 INV. 1 _4801.47 -`-_,1
RIN �4809.50 RIN _ 4806.50
I� INV. T 4803.70 INV. UT_4801.27
1 0
Rs w � I I I m Doses
I
4 �,c 21 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
--�. , I I
--- - - -- --- ----- - --
I u 1 S 00'117S3" r, 1 - -T = -- --------
I r-, I ----"I ; r-- 0 J 320.38'' 1 ----- r--------r- -
II YOl IL
I <'O I i it I ! < I �Or I I /Or --`_� // i
r I a I II I 'r- I s i-----1-
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r I L9I (---i �-.�I I It I ' i it � I � ��(� I � i-i I � I I / I 1's i I
I I II I I L I
�J'--V� ( ri i i "I I II I (ors // 9CF�s o°� gysG
°r
r-j
for
o /THE PONDEROSA MOBILE HOME SUBD/V1SIG1V AS-BUILT DRAWING
JULY 2000
.630 - -
g NANNO E RIM EIEVAII WILL
R $ �N i CHANGE wNEN AQIUSIE 70
0'� _� I FlNISHEq STREET GR
4625 4825
1pp
7 2 +nryg I
0
EXISTING GROUND PROFl 4820
-- ..1..____ ___
� I
z64.s 8 .
4815 MIN. LF'6• n
STA 0+85 37.0' (LT) EPARA7gN DR JS -__.._ - -_-_ _. .__ ___ ___--___ ___ ._ ___ ___-__+ _____-._. -__ -- __ 4815
STA 0+90 37.0 L 1.5' PVC Il 1.44X
STA 1+26 26.0'' 3� - 211.994 0 JD - 5STA ,+ .0' L o OPOSED FINIS D GRADESTA 1+6 28 8• S Z
STA 2+75 30.0 MIN. 3II II$q
e,o
e
EPARATION
4810 STA 3+05 280 JLL _
-0-S-
STA 3+09 211 O'
9STA 3+75 25
80
20 2 MIN.
STA 4+16 2. 238. LFAST,, _STA ♦+
STA 5 2.' 1.5• 0 1i75%
-_--_9
STA 5+28 80
4605 5TA 5+32 28.0' 4'
STA 6+39 28.0 _- -
L
Rp
_aS-p Y5op
44805
STA 6+43 28 SSTA 5+73 46 MIN. 35 •95
; -------
STA 7+41
TA 7+ 300 1.5' 21p�STA 8+ 0' F8•AST,
•
4800 L EXI 10'SEWER IN43 18 L -- -- 4800
I SEP sPVCSTA.
STA 6+4e zo' L JUY 200
STA 10+63 LINE INVERT ELEVATION WTRSTA 0+DDSTA 9+56
STA 10+59 L EXISTNG GROUND ELEVA IONS 0
i
STA 11+00 29.5 _ -._.___ ..... i_.._. _-._�--_ 4795
4�9s - STA 11+68--- 43.0't� LOT 24 - _ --------- --------------- - ------- ---- _._. _- ---- -._ - -. -- ----� -- - -. -
m mo rnN n^ V1 w n ua n m m+ o n rP nlm �p pp ol^ „I
N^ '°I'r
11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
- XNmr.rryr�
• �,ONTAN1Ayk DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES:
Rocky Mountain Engineers �'`f REVISIONS:
NC 0319J AOR 03197 4 0 4 D
• REVISIONS: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" y So• Zm@u DL�C3C5'OO C5'C3 @4G3C94 GiILaC�'1M?L'!a VUMD M a0wli C5'OO M v
f 7 RAY H. •, CITY MEMOS 12/2k9/97
- 017r LETTER WATER
LINE
8 04/06/99 RHC CONTOUR INTERVAL: 1' !'V �04Q OO LalIV1 DDW�l/L9 iJL:1Wll IJ 4.1W Lf �L5 W L5W L501N p K
4-PRIVATE WATER LINE 06 16 99
Civil Engineering & Land Surveying CITY LETTER 07/22/99 OB%13/99 PROFILE VIEW: HORIZONTAL: 1" = 50'AS-BUILT DR G1 OIL [1[1
�4 AWNGS 07/10/2000 VERTICAL: 1" = 5' pdpp } pG30�Q � LS lI LJ IJ
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 DRAWING FILENAME; 7 -ASBLT.DWG 11 06 2000
I ��ti I � I , I �� o �• \\ h ��I, �
RT
)HE ___________ OHE - 13- OHE ___________ ONE ________-__ OHE ____s� ___ OHE ___________ OHE _I _-____I__ OHE4>-___�____ OHE ___________ vl �4_ =ter ; i I N________ __
1 T T I I DO
�- - —UG GAS- - - - - - - - - - - - - - - — -.I- - _- - --- - 1 UG GAS
s9.24 E WEST BABCOCK STREET— — - -
` 45'WIDE PUBLIC ACCESS FI R OPTIC L- 1', f --_�61�i6� -L __ I
w ---- ----------------
INI -- -_
' EX. 10"WATER EX. 10"WATER - - _ -- " '--
AND UTILOY EASEMENT ---STRE
w QP'
-- -- - ----- ----12"S.API --t-- —10•SAN y — 10"SAN -- ----- ----- - ------- -CRAB TREE ". .._
___ _
__________ - v _______ _— -""---""---- d'
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STORM DRAINAGE
DETENTION , I I 1 I; I I V.
Ie� � yvv• .•� h � I,,
`, 1 •� / 1 72.25,SILVER APLE �r �____Z_____ 1 �RIM 4808.40 , F INV.IN _4800.2s a -- I O NIRV.OUT 4800.05 ASTM 30 R 35 PVC .80,SILVER
8" 34 SD70+00�---
ra + 4 10 M LE'1 3 '� QiRIM I809.10V IN
. � '' NV.OUT 4803.608 3034 SDR 1
I ; I � 3 • -__. - _STRE � o+ --- I l ).Do
DoQ ---- `-- _
d^ - + _.
" OL z,00 - --- ---- --,
'I ss I I
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CA
1
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CA
NV..OUT 4801.45 7 -
1 111 1) J I---
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AS-BUILT DRAWING
---- - o - - JULY 2000 �g I
I
I
I II
I
,
___ -___4820 — - ___._-_ ..._._.___ - ..I L--_._-, 4820 4825 —..__ _-
— _ _ �- 4825
NOTE:I
Iy�I MAN HbLE RIM ELEVAT DNS WILL
`T CHANGE WHEN ADJUSTED TO
FINISHED STREET GR
4815 _.- _ _..—_ —__ -- 4815 4820 4820
spg i �8
o$
PROPOSED FINISHED GRADE
ss ING _-- __ - —.-- + ri
Ig IST PROP FINISHED G 4810 481s f '
_.
4815
5 _ s'M E ISTING GROUND PROFILE kk
A i 3
rc &�
__________ ______ x]
4605 --___- __-___ ---. —.— 4805 4810
4810
300.0 L.F.8"ASTM 3034 SDR 35 PVC 0 041%
=
__ .
SIF ME
SE
_
PVC O 0.41% '
STA. 0+25 5' 4800 4805 0L 8"ASTM>DS
._._
4805
STA. 0+7 -STA. 0+25 2.1___
+77 24.5tLRT)
24 STA. + 2.STA 0+ 7 4.5'IL7
n STA 5' R
1+71 0 STA. 2 265 STA. 28 ' TSTA. STA. 1+25 28.5'STA. STA. 1+81 24.5'
4795 STA. STA. 1 55 4800STA 2+28 2E.5'(LT) STA 2e.5'(T)
STA 2+ 285'
S I STA 2+32 285 (LT))AS—BUILT DRAW TA 2+e5 2.5' L STA. 2+ 28.5'(LT)SA 2+ 24.5' RT; STA 2+85 24.5'(RTJULY 000 2+92 24.5' RT STA. 2+8982 245
RT
4790 -. —_- 47N 4795 — — _ ____ --- _-..--. 4795
j EXISTING -ROUND ELEVAT DNS SEWER LINE INVERT I LEVATION EXISTING GROUND ELEVAT NS SEWE I LINE INVERT 11EVATION
I
101
4785 4790 ---_. -- _ ___.�_.. _.. .— 4790
0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00
�►.ONTA.. DESIGN BY: DATE: DRAWN BY: DATE: _DRAWING SCALES:
Rocky Mountain Engineers r AOR HD 03197 AOR 03, 97
*''' RAY H •••��« REM IMEIM 55: DATE:12/2xs/v7 CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" 50' �[ �4 [ p[3(�OC�G3 �4G3C Q4 G`7CJJMp1!!"@VUn[#D GiI@wg @@gnu
d f1"TER _- cI TY LETTER 04/22/98 04/08/99 RHC CONTOUR INTERVAL: V
4•PRIVATE WATER LINE 0/1 /99 @[GUrlD 4G3C� L1G7D @10WER �Vnlgl�4 @L�GSVL Qv �3Qwg[7 n IRR
Civil Engineering & Land Surveying CITY LETTER 07/22/99 0
8/1
3/99 PROFILE VIEW: HORIZONTAL: t" = 50' � O2 C1C1
+ DRAINNGS �O aQrn t� m�m,� �MQQ4 O LLr�' LJ Ll
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 406\ AS-BUILT 07/10/2000 VERTICAL: 1 5—586-4859 DRAWINGFILENAME: 7 -A BLT.DWG 11 06 2000 " = 7J 41 rW 0 u5L7 W
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1 \ acl ----' = 11+0.81 SLV�MAPS
� +� 1 20 SEWER RIM - {82070 -i r 1
- y 1 \ T� 1 '. '� m i � I EASEMENT I INV. IN 4815,96
w '
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I A • � :
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1 , INV. IN _ 481610
c, s- ; • N�ry I INV OUT
_481590 _
-- 1 8 ASTM JOJ4 SOR PVC �, ; 8"ASTM 30J4 +
s
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O I RIM 4816.80 s r�yL-- - r r� h r I -_
INV. IN _ 4811.5fi , - INV.OVT 4818.47 __ _ _ ___ ____ _
INV.OUT= � _ ---AVENUE _ __ _ _ _ -
RIM 1 4521.51 - -
-�UE4 ,.
C •Il ?x ( I b_---- I 0! w INV. OUT- 81632 ;. ; ;
b 1 8•ASTM 3034 ti
SDR 35 PVC w o
a 11E I N 1 T N
LU 04 RIM =4821.26
'1 I ET 11 I p I n I INV. 0 = 4816.45 -
�d.Q z w OLu
MH 15. STA 2+10 s �~ r�i I laJ I N N O Q N �-
.•�n I 1 b PoM 4817.54 �JL- I a< w I I 0 cc W� l(�
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• r 110, rn a- N o
DD I) I ------- S 89.23'36" W -T- 668.22' - -
� N � , m,.y____ �--------------
.e'SAN_________________`�`_$•SpN_______________$•SAN__________�-__�_SAN-
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In__ �I� i 03
• F �
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_e w t a �y=-__--_ f_---1 fs 0 I
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Ex.
AS-BUILT DRAWING I
NO E:
1 _ .
r
DONN , CHANCE LWFIEIN ADJUSTEON TOWIL
I - � � � -� __T. 1 4 fir_ FlNISHED S1REEf GRADE.
L
411230 - 4830 ,e35 - `-- - �
�- -- Ir
4831
4825
h e - --- -- --- -. 4625 4830 - --
+is ^. --- ^ION -I T.. t---- .� -'--- ----- p 4530
♦'p + m ry
G�Y� PROPOSED VINISHED GRAD r~ Hsi �Pn ;t p o 0
II II E ISTING GROUND!PROFlLE Sg +mo'^vi
, ♦°}� +mmvl I r
a520 __-.__. _ zo
_ .
420 4525 "---- "-iE4
6.. EXISTpG ♦♦
g
GROUND PROFI 8_--- -------- I�- 4825
-- IN6 PROPOSED FINISHED GRADE
____ -__________-_
--- Big
4815
4815 4820 - -
210.0 LF.W AST"3034 SDR 35 PVC 0.4 -- -------"- --- -
718.0 1 1, 8' STM 3034 213A LF.8•ASTM SDR 35 O 0.41X
' e5.0 Li.8• 3034
4810 " SOR 35 PVC O 0.45; i
-.-_ --_- _._._ -- - 4810 4815 -- __ _� _.. _ _ __MIN. __^ DR 35 PVC O 0.431C
STA 0+28 25.5' LT SEPARATION ------ 4815
STA.
0+83 24.5' SEPARATION 1.5' SEPARATION
AS-B ILT DRAWING STA 0037 24.5' 1.5' 4
STA 1+28 28.5' L WTR e I wrR 1.5•
JU Y 200 STA 1+32 28.5' L
4805 _.. STA 1_+_92 2_8.5' L -
SEVER SERVICE
STA 1 4.5'
STA 2+02 4e05 4810 _ TATI
-- -. -
SE
0+31
(
20
S0+27 2STA 7 173,(LT)
4610
STA 0+ 20. .0 (RR��
STA 0+80 23.5'(L STA 1+30 ' LT STA 00+31 28.0'(I�n STA +79 290• IT
1+34 330
STA +95 30.0' L
4800 STA 1+98 29.5'
4800 48p5 _ _ -.._� STA 2+03 29.5'
4805
EXISTING GROUND ELEVAT ONS SEWER LINE INVERT IfLEVATION EXISTING GROUND ELEVA SEWS LINE INVERT ON
4793 -_ -__-. _ _ 4795 4800
4800
n o
lu ,e '�
� � e
+ 1+00 2+00 1+00 0+00 1+00 2+00 0+00
Rocky Mountain Engineers � MOM DESIGN BY: DATE: DRAWN BY DATE: DRAW N�S�
AN : 1: 31 97 N 10 31 97 �7
if'E%f Rqy H. REVISIONS: DATE: CHECKED 8Y: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' W DQ�(�jO0 `V'W LrUL5L5 Ll ��i V�e @VunffD
E f �.`. _ CITY MEMOS 04/08/997 CONTOUR INTERVAL: 1'
CITY LETTER 07/22/99 04/08/99 RHC @/1T1f7�(1 (1 (lr,�o /�rnDD DOrV1f`!7/.l /.1 CV717o �Qa�4LQG3�l �L '7CG3 dOG:]C
Civil Engineering & Land Surveying 4-PRIVATE WATER LINE 06/16/99 LRJ Iti ti C�J WW n IJLi� 4l�/LS
CITY LETTER AWNGS 99 07/10/20 PROFILE VIEW: HORIZONTAL: 1" = 50'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 406 -586-4859 AS-BUILT ORAWMCS o7/lo/loop
RRAWING FILENAME: -A G 11 VERTICAL'. 1" = 5'
I Imo ; I I
1 I I I I
BABCOCK MEADOWS SUBDIVISION — PHASE 1 I I I o
I ICI I I I I 1 = I
71 V I I I I , 1
24-C.S. PIPE
I \ I I I I I I I I I a 0
"0, m
L------ --� I <o 1
i I I B I EXISTING 30'SAN. SEWER EASEMENT 10 \ I 1Or < I I I I i i I i <Or I YO,. I I �7 t m I
\ 9 l �_________� I J I l O I I
I �Oi 1'po 111 ° ' '� \ � � e � �-------� I L---------�
< I I j <or I I i A I
1 , I I I I 1 I
<Or I col I 0,
I 1 I
�------ I I \\ I 12 To SANITARY
A ACCESS
EASEMENT
SEEM NT I E I S 12'IACCESS EASEMENT I STA 047J.71- INSTALLED 8' 22 1 I r l roOs
1 1 11 I I QQ•28•rj]' E \ I MANHOLES I I TO SANITARY SEWER I BEND WRH RUST BLOCK
v \INST
• a v v • • w 1320.57' MANHOLESjST I I I + I I B S
______72'$AN________ _ ___ _ ___12'SAN__ _________ _____ A O+OS TO 0+50- INSTALLED 2 THICKNESS
______ 2'SAN_____ _�2• ___ _______ ___— —. — _-12•SAN___ _ ___ _-___ ____ __________ _ SAN ___________�___Q-SAN __________ __ 12'SpN_______ _____ _ _ 1 IOF FOANUUR 250 INSULATION. F ABOVE WATER
1Z1 \ \` - �'� ICRU BEDEIN MINIMUM°F 3.CO 3/4•MINUS
SAN
✓ \ 32 I iCRUSHED GRAVEL. (SEE OETNL COVER SHEEN1 w o I 3334 35 36 37 38 39 40 41 42 43 44 45 i 46 47 48DETEN7ONN ARTORM `REEAEA 1+88.50 INSTALLED 8•X•TEE INSTALLED B'X TEE +40.85- I ED VA JO'W TER AND SEWER 14 LF.3� STA 6+7 9 - INSTALLED ]d LF,6 D.I. PIP,AND FIRE RANT THRUST BLOC AND VALVE BOx. EASEM AND I AIl%,VAL /SSENBLY(WTTN THRUST I ' —————————
11 BEND W,TM THRUST Bl K WRN NIX.VAL ASSEMBLY(1 THRUST ( ') I PROPOSED W TA 1 1 , D 8' BLOCKS AS SPE FED) 11, K$A$SPE IED) #�
1 STORAGE AREA , soups EVE COUPLER 1
I i I TA +- - IN a GAT VA STA 8+8 69- INSTALLED 8' ` _ 9 5 11 '"� ' N I 'STA 0+05.76 -CONNECTED TO EXISTING 10'X6'
29 N1 WITH THR BLOCK AND V VE BOX. I1 'BEN WffH THRUST CK - - -�`' "- - �r-� �- - ------ ___ _ _ ___ ___ __ _ _ 1 i I I D EXISTING PLUG,NO THRUSTBLOCK,
EA. I1+13.a6-CONN TO ExISTING 6'WATER '1• i " '' - -- _ -_ -- - ^� r �'. Y'' I I p INSTALLED 8'TO 8•ADAPTER,STA 0+07.6;AND
I
' VALVE WITH THRUST BLOCKS,AND VALVE
1MAIN INSTALLED B XB T PING SLEEVE AND 8 TAPPING j ri I „_� 8+00 u ! 5400 4+00 3+00 24 I w Q I �1p,BO%TE
C GATE VALVE W/THRUST LOCKS AND VALVE BO% W + ; 7+ . ! •� _ / I m j
°S STA. 11+12. THE 8'G VALVE SHALL BE ,--, ____ ___ ____ ___ r___S ___ _ ___ _ __ _ ---------
RESTRAINED _ 7 I a o
'e TO THE TEE. = - --sue.=- - c_r_ _,-- - 8+00 __. �! _ _ i i - E LE __ I r .• I n w _�__ _ _ _ ___.... __.. '•' - " _- S' ILVE. ._ ; a! a_ EA, 1+93.33- INSTALLED 8' �O
_ MAP DRIVE
— — — — — — -_ 10+00 9+ yj 'L1.1 OE
_�(TYP.)SEPAITA N• W. i r 9.5,.. W i 22 'BENDWffH THRUST BLOCKIJIII}ff^-..--
EXISTING 30'WIDE EASEMENT -"'� %" = •120.X8'WATER r______ ______ ____-__ / 49-' !---.C; — — I_= . . _. 76 ' ' � I I 63 62 ' ' I I I � �I I
------� p p 75 0
(/7 28 w 87 BV I I PROPOSEL .TTa;.'.1.1
�— — ! ! SIDEWALK (TYPICAL
00 w a Y STA 9+50,00- INSTALLED B'X6'TEE r 64 61 la,, 50 I i /n x I
YDRANT
("' I PROPOSED WITH AUX, VAL ASSEMBLY(WITH THRUST
C.� BLOCKS AS S CIRED) I A'•a ; y
a l STORAGE
�I I AREA �a 88 85 f s 78 AS—BUILT DRAWING 74 65 so ;, 51
27 a€ JULY 2000 I I 0
Cb
{ 1 I I m
59
79 73 ! I I I
89 84 ! ,l r ' ' i''I 66 � ��.� 52 I I i �--------
IR
' 'I HALF COURT r l i ' I " I 1
26 ,9 BASKETBALL es H Ss ' I ip
J
G
4825 __.._- __ -- - _ .-. _ 825
_ .-. - m -__. m .—. - -. _ ._. m
4
FQ �" • Y 0
2 xa 2n`G: ?�
4020 ___ __ I I m niw 4
__.. -_ ._ _l` 1 YI_ 820
_ EXISTING UND PROFILE „ ..- ___.-_.-.__ g mp j� m tq�W�•
u m<;7�'' NILL3y' g� �i �m3Z
?o G $� Za5eo
EXISTING 8'WATER AWN - rii "• �i n 3 m �n 3 I�- I S 12�i iS z o I ffiQI�'o
4615 J 4
-- 1BY _ -_._..� __ _ _ __ --- Bt5
wwosw FINISHEDGRADE n m`
4810 - - - -. r.-T'
NOTE: � � -- -------- -------- _
MAINTAIN MINIM M 12'VERTICAL SEPARATION BETWEEN
PRIVATE AND PUBLIC WATER MNNS I _ _ -
PRIVATE WATER MAN VALVE BOXES SHALL HAVE WTR LOCKING LIDS. ---------
n m s Li; C!`1SS S/ B• E EXISTING 10'WATERMAO
zo 'TGv >! c IRON
4NOA -BUILT' DRAWI G
s�
JULY 2000 a;aN= ,.s
m gaj m� W
4795
Z.
8oimx� + NOTE:
S Z m THE GROUND SURFACE SHALL BE BROl1GHT TO FINISH GRADE WHEN
? THE W R LINE IS INSTA_I_ED TO PREMENT FREEZING F THE AWN d�j EXISTING GROUND ELEVA ONS APP X.WATER LINE INV.ELEV.
ri!_1u rn ♦-n s, �i IE m "'m WHEN OST IS IN THE,GROUND. EXISRNG 12'SEWER
4790 - -- - --' _. _- __ -_ -- - 1---___— ._
I
11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
�o!;7�N DESIGN BY: DATE: DRAWN BY: tDATE: DRAWING SCALES:
Rocky /VI ountain Engineers AGR HC 103197 AOR3197
• REVISIONS', DATE: PLAN VIEW: HORIZONTAL: 1" - 50' LlC3ChOO C5C3 �3 Tnl�4 G L _fjffb�@VUNff G{]OO MA @I UUNRAV 11. CITY MEMOS 12/2Q9/97 CHECKED BY:
CENTER GTr LETTER o4/2z/96 04/08/99 RHC CONTOUR INTERVAL 1' (� ETII �TVV77I ) Fy'I/'� I� F� �M(J [('�')
5653 F PRIVATE WATER LINE OB/18/99 gffi JQG3 WbUi [I DD I20 V I9 V99 Ya4NQ daa� WRM
Civil Engineering & Land Surveying { �,•}1 ti CITY LETTER 07/22/99 06/13/99 PROFILE VIEW: HORIZONTAL: 1' = 50'
.q�!'IEP\ AS-BUILT DRAWINGS ASBLT.2000 VERTICAL: 1" = 5' �°IS4JUJ L'3 IYW�JIYILY7 ^JWL�L7Q 1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 !!!^^" a A N FILENAME,: 7 B-ASBIJ.DWG n o6 2000
`NGIMF'
J1-L -JO
1 27
I I I
) r
I
14, m 89 84 79 �
73 66 59 52 i 1 I -4--------
26
I
I ) HALF LOURT 1 !{ I
' ''s Iyy I BASKETBALL r Sfl j ' I '
1 po
72 I' 67 58 I Iy 5390 83 80 Ii o
I I
i
Q
I SEE SHEET q
FOR METER BUILDING
DETAIL STA.6+98 77 INSTALLED 8• 11 ' 01
25 BEND WITH THRUST BLOCK si s Sy 8' O 1 • �_ j
II a I' 91 82 �•y 81 ! T� I 1
1. 1. 30'WATER AND SEWER 71 68 57 ' ' f{ 1
EASEMENT(TYP.) /' CLUBH US L �'' II. 54 0
D
95� r I I ------ O
24 t CTJ o L s+ a 10+00 - --}Y D POND N 70 i 69 56 INSTALLED 10%8 STA.0+00 CONNECTED
NA➢PI G TSEE S AND NG 18 T G m a rP9 r
IL
°1 I 9+00 L - 'TYR.) j, f' GATE VALVE W/THRUST BLOCK D VALVE 8 +
Op W �+ x _ �I 10 I i THE 8'GATE VALVE WAS REST: N D WITH yp p ,
1 ____ ___ ____ - FPARA710 M
_AGAIUG RESTRAINING GARLAIN �Y m
1 N _ s,
°
_ o I g r
ram? 2.3 lyy �2 9.5 \` 1
INSTAL D 8"G E VAVLE - 7 6+00 '- Ci 4+00" 3+00N 2+DO
I' WITH THRUST LDCK AND n
P
_ __ __ __ _ _ _ _ __ ____ ____TE _ _ _______
r
IT ww OAK -DRIVE
— -
------ � WITH TH ST _.__ IALLED
n� � i
--- W y - BENDO+WITH THRUST 04.5 TBLOCKALLED 45' VERTICAL
22 - I 1'-
� Sf D+O5.6 - INSTALLED 45' VERTICAL
ED 8",11 END WITH THRU T BLOCK ST0. 7+5 - INST D "GATE VAVVE S1A 4 87,94 - NSTAL D B"GATE VA i I 1 BEND WITH THRUSTBLOCK SEE DETAIL COVER SHEET)
WITH TH T BLOCK AND ALVE BOX. WTH RUST BLOCK VALVE BOX. i m C+GSTA 8 44.44 - INST D 8"%6"TEE STA 4+92.94-INSTALLED B'%6"TEE STA O+OS 0 0+30- INST LED 2"THICKNESS I25.5 6 D,I, PIPE, D FIRE HYDR 14 L.F. 6 D.I. IPE, AND FIRE DRANTOF FOAMU250 BRAND NSULATION,S t86.00 - IN 8"x6"TE 1 S6
Qp W WTH EX. VALVE ASSE BLY(WTH THRU T STA 8+ .44 - NST "GATE VAVVE WTH AUx, VAL ASSEMBLY(NTT THRUST 6"ABp WATER UNE,BE ED IN MINIMUM 1 • g
1 LF. 6 D.I. PI AND FIRE HYD 1 I
L I` BE, SAS SPECIFIED WTH UST BLOCK AN VALVE BOx. BLOCKS AS S ECIFIED) TH AUX.VALVE SEMBLY(WITH RUST OF 3"0 3/4'MINUS C SHED GRAVEL
'9° I 21 19 18 17 16 15 14 13 12 11 10 9 8 7 6 LocK�As sPE ED) 4 2 1 I I
(SEE 0 AIL,COVER SHE ) I I I
I I I I
I I
I r
�r �y
I L' S 00'11'53" I 11320.38' -- --------
or I nor I I /Or
/°r I o 1 9 1 o
r L'Ir,
I EMI 1 1-13l I -- I i it I IU
I
� `01
<Or - <o, 'a
F g�tiOr
m 0e o2
otir
AS—BUILT DRAWING
THE PONDEROSA MOBILE HOME SUBDIVISION JULY 2000
�o �w
• ,- bm �p ,
4830 r- - -_ - _ H. _-__ __.__._-. __�_—._._._1... ..._... m 2 u`r aw N
o G 4830
w O O > w w I
F ZZ ]
F �w I<
z � � I
z Y - m
.
4825
e2a
o� s4 7
J
WATER SERVICE STATIONING _ G o Gy m � G<+ G m zm tom ? �No=
4820 -- _ ; ._—......__.. .. __- '_—_..__--' _-_____._ - =9 o in. m N "o m 4 z 1820
STA 7+98 45.0'(RT) 21 c� U1
STA. 8+01 45.5' R7 2 2. ry b < ap h �Y W=m 1z' U W U O I m Q
EXISTING GROUND _E ♦L<� ♦� tt 2zyajza
Iwn m o
7 4815
x
T7 m;� m QY oo0 0303 oe�m
wN.
I � I 6.5' ---- 'PRo L SP PoseD FINMED ADE &�
COVER;(TYR)
4810�_ _______ __.__._._ _i _ _ _ --m - - _ 10
w
f- ---.- r - t 4e
WEIR -'
om m i j YIR 1,184 LF.I -
�_ ______ C , _ .. ._...__ _. ._... 1805.. ___ - -
4805 qr ...._-._—_.__. __ _ - _-._
__ _'- - F o LASS 51 8•DUCTILE IRON PIPE _.+ _ _
FO I
NOTE: w w
MAINTAIN MINIM(IN 12'VERTIC SEPARATION BETWEEN -
PRIVATE AND PUBLIC WATER MNNS. Zov 0 I -
PRIVATE WATER MAIN VALVE BOXES SHALL HAVE LOCKING LIDS. O>< u 4"
f --- ---- -__-WTR
48W
IRli
aNn;l -.. — --- - —. a -------- - - 5(PoT101'r-
m
o m NOTE: os'
I TAO I
HE WHEN FROST S IN THE/GROUND SURFACE SHALL GROUND,ALL BE BROUGHT TO FINISHED GRADE WHEN y E%ISTING 10'WATER N
AS—BUILT DRAWING 4 +� IDUND. PREVEN �
FREEZING OF HE MAIN I I w1R
EXISTINGI GROUND ELEVATIONS APPRD%. WATER LINE INV.ELEV. r 4•
JULY 000 tZa' t
I : E%ISTNG 10•SEWER_M a 4795
I I C } ;
e� a alb
,m
I "n
e 1.
11+00 10+00 9+00 8+00 7+00 6+00 5,00 a 00 3+00 2+00 1+00 0+00
M....... DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES: I�/�I� Fv7 I�I�I� FyT/�IyE�FII�/� FI FII�I� Fu'1 FyTI� /���7 FII�
Rocky Mountain Engineers REVISIONS
RHC o 3t s7 AOR o 31 97 PLAN VIEW: HORIZONTAL: 1" = 50' �15�J� M .P@@@M �VV[2N5U WL!' M[ L:,1@V�JL [1 [O (nOW[I @U[2U• REVISIONS'. DATE: CbJLFUL5L5
RAY H. CITY MEMOS 12/2&9/97 CHECKED BY: DATE:
CF"iTF- CITY LETTER WATER
LINE
06/16/99 RHC CONTOUR INTERVAL 1' mnvl� OQW muwl� -19 WQV�Q L OM U&IL-A IfJ [�
a"PRIVATE WATER uNE b6/16/99 0 A D (V] A
Civil Engineering & Land Surveying CITY LETTER 07/22/99 08/13/99 PROFILE VIEW: HORIZONTAL: 1" = 50' OF N
AS-BUILT ORAWNGS 07/10/2000 VERTICAL: 1" = 5IYLSQI,U (�3 IYWYJIY IiSQ c�JGtJQ��
17UO West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWN FILE_NAM 7 -A T. W 11 06 00
�_r�J'I �EEr I
I
^ i ss -
I
------- I I N) N
. I
a
p
TAJ
a _____ - IEAEOENT ,..� f [L I EN NTH 6THRUST SBLLKD 8' 221fe'
i
J
EX,6• ATER (TrP)
0 SUPPORT PLUMBING 2' s e o�' I I "^ ems:^` TEE 3 H RUST BLOCK 9'XB'
s r INSTALLED
r _
ABOVE FINISHED FLOOR -- I n -_—_ --� HYDRANT 6 SEE CI OF OZENAN�
2'X4'x2'TEE I - --
STANDARD DRAWING No 02718 7
D I
_ _ I
I
3F IF
2'GATE VALVE I 3
TYP I 0+2.63 - CONNECT D TO EXISTING 10 '^ %„ v 3+00 4+00 s.
( ) 2'WATTS SERIES 007 _
' 8 TEE, MOVED PLUG AID THRUST BLO K (�')
UNION CONNECTION DOUBLE CHECK VALVE m AVE E3 _ _ Pn ____
(2'AND 4"GALVANIZED IRON ASSEMBLY ]1 I I I STA.0+23.63 -INSTALLED 8 GATE VALVE _ _
PIPE AFTER UNION AND I WITH THRUST OCKS AND VA' BOX
UNDER BUILDING) II
II 114"NEPTUNE HP TURBINE I RESTRAINED W MAC
RE AWING 3 ---•
1'<t'TO 2-COUPLER II WATER METER OR APPROVED GAR S 3 3
N w
EQUAL _ Cq m< STA. 2+58.3 - INSTALLED 8
MP') 11 N 3 22 'BEND H THRUST BLO �~
1; N 11 - T D M. PLUG
I-%-CAT E VALVE I I I o m Sf0. +24.2J - IN 8'X6-TEE n1
PU LSER-RM O ^ WTTH THRUST 8 OCK
(TYP.) I I 'L I Q (� 26 L. 6 D.I. PIPE, 1D FIRE HYDR
M 'I N EXTERNALLY MOUNTED O'� W WITH X.VALVE lSSEA LY WITH THRU
SLEEVE FLOOR FOR li ---
PIPES
tT�) I REMOTE READ Wp '9i w BLOCK AS SPECIFlED) L-i
I O w F C) N
fl
I! o Q I w a�a h h N
ao I a�Q N N
1-K'Cu FROM iL - - - - N - - _ G GA - - - - - - - -
PUBLIC WATER ----- ---668.22 — -
e, SYSTEM 2"CURB STOP. I I S 89.23'36" W —T— _
_______`-----------------S'IAN_________________��`_8 jSAN_______________�^SAN______-___��__�-SAN_T�--
I I I
CONNECT TO 4'PVC 5b I 0 69
WATERPRIVATE DISTRIBUTION SYSTEM
to I
gh I \O L__--J
I I I I
AS—BUILT DRAWING
METER ROOM DETAIL JULY 2000
NTS
aex - --_--- ---_.--- ----_.-___ t--__---' III - ---- -- - - ---- 4830 4935 -- ---- ---..__ _._..__- - --- ---- -- --- -- 4835
W w
zo c n
THE WATER LINE IS INSTALLED TO PREVENT F FINISHED GRADE WHEN �o
NOTE: FOR OF TH NP1N
THE GROUND SURFACE SHALL BE BROUGHT T Z n
WHEN FROST IS IN THE GROUND-
a8[5 4825 4830 --- ..- ..- — ZF�"z Ux ..____ _-._..___.__ _-__-.__ m C IawU-I -- -____.__. Tt 4E30
Ilave a 20 I)..I oQ'�rc o i IIn J'c'x^ n�
4820 _ - ------- ----- -----_. ------ - _ _. --- --- --�-- — ---- --. .4820 4825 } z " m --------- -- - 25
of
t I
iw b
EXISTING GROUND OFlLE
PROPOSED FIHI HED GRADE
__ ____-____ !
j
_ _
4815 —__ -..__---_- --.___._..). I .. _. _ -._. __ _T__...__ 4815 4820L_ -. .. _ _-- - --- 4820
j I 6.5'MIN.
g COVER(TYP)
4810 __ -_ ____--_____._ __-_ _ ___-____ _—_ —__-- __,- _________ ---- 4810 4815 --. __ y---. _..__.___+-O _ - -. - -_ SEPAARATION - 4615
------EXISTINGIr---
II � 1 8 WATER 487.4 LF- CLASS 51 8 DUCTILE IRON PIPE
805 4805 4810 4610
77
NOTE, I
MAINTAIN MINIM M 12-VERTICALL SEPARATION B EN
__ AS BUILT PRIVATE WATER MIN WATER MAINS PRIVATE AND P
4800 ------- ----. ..--- - ------ ----- 4eoo 4eo5 __- ----.... ...._.
DRAWING G MAIN VALVE BOLES SHALL HAVE LOCKING LIDS.
JULY 000
EXISTING GROUND ELEVA IONS APPR DX.WATER L1NEi INV.ELEV.
4795 --1_-. __... —_ —.___.___ -_--__— --._..__ ._.--.__-_ ____.__-.-- _.____.__-_ _.�_.-. I - -- _____-.
w -
0+00 1+00 2+00 3+00 4+DO
���::�;�1 DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES:
Rocky Mountain Engineers AGR HG D3„97 AGR 03197
+�f, REVISIONS. DATE: PLAN VIEW: HORIZONTAL: 1" so' CJG�34 C3LaC3C�OC�C3 �34G3CC4 Ga]GQGJCGQC�4�aCD C-L10Gi]C C�0 °35.P
RAY H. CITY MEMOS 12/2tr9/97 CHECKED BY: DATE:
(`PNTgP CITY LETTER 04/22/98 04/08/99 RHC CONTOUR INTERVAL: 1'
4"PRIVATE WATER LINE 06/16/99 DOG`][�]LT La�`IC GJMC B C,JQ4C G3 GA]L^�Da
Civil Engineering & Land Surveying CITY LETTER 07/22 999 08/t 3/99 PROFILE VIEW: HORIZONTAL: 1" = 50'
/!dl` AS-BUILT DRAWINGS 07/10/200o VERTICAL: 1" = 5' pdQa Q pQ�Q �[i�iQQ�
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 406)-586-4859 DRAWING FILENAM : 7 B-AS LT. WG n o6 000
I C I I BABCOCK MEADOWS SUBDIVISION - PHASE 1 I I _ g I
PIPE
I I I I �TY1I 11 NN tO r V°
70 I1 I IL I (Ol
EXISTING 30 SAN SEWER EASEMENT °r °T 1 0" I�or E-------I ---------or `0T It I I z NI
0p zII I I
ao 11 111 I i I Or \ <o O' I !
rs I s ' I
1 \112 I II T ACCESS
ESEW NT
L------- ARYER 12 ACCESS EASEMENT
TO SANITARY SEWER S II0-Z8j] E MANHOLES
1320.57 MANHOLES0 II I II I m 1p`O9O S
_ _ _ _
___72'SAN________1;� _ •._-12"SAN__-_ _• __ �_�,-__ _ __ Y_ __ SAN_'___ _• ___ — —v— —v —•— —;— — — — — \IN
— — — — — — — — 1
I-- — — — — — — --lY SAN___ _�'0t___ ___ _________ _____ __12"SAN___ ----------- -12 _________12 SAN ' J '
x sA ------- TOJ4 35 36 37 38 39 40 4142 43 44 4546 ¢7 48DETENTION AREA 1INSTALLED 90' BEND$TA 5+{J - INSTALLED 4' ATEVALVE4'PVC,`PIP 30 ' 0% 1 CTED PIPE U LK N L O% STA 4+67.30LLED 11 BEN 30'W TER AND SEWER t WIH THR ST BLOCK
�\ 1—————————
�, I PROPOSED 'I I, " WITH HRUST BIOCK EA
(TYP.) ` ,! 00
W - t p STA. 8+81 - INST D 4"GATE VAL 1 4+00 3+00 2+00 1+� 30 '� %•� '—I 1 ? i
STORAGE AREA I, WITH HRUST BLOCK 0 VALVE BOX STA 6+ .32 - INSTALIE 1114' BEND 95'
p i WITH HR ST BLOCK ".... _ _ =r __-' _---- -
I
29 -�! t STA 7 00- INSTALLED 4'X4-
STA 9 40- INSTALLED 4-X4- TEE -i i I.+� WRH U5T BLOCK 6+0 _ •If
P - wm
CO WITH RUST BLOCK I ; 8+00 7+00 _ Frl
S - _ _ ____ _ _ ___ _ __ _____ _- ____ o` --SILVER--- LE
w y I h �:_L 5• cslr P 9,5' ; v i �
- - - - - - - - - _ - (TP.) w . DRIVE W. A rn
I
I EXISTING JO'WIDE EASEMENT - _ " - - t120' _
EX. 8-WATER ' r---- _____-__ '.Y- ; i WITH HRUST BLOCKED 4'X4' TEE jl i' ° ?y r_ __ 3 i _ r D PONDON ' I I 49 I
_ _ ,
7 41 >
I �
" 77
w I
28 87
o O IOEWALY. 75 61 I� n l
T
50 i ( m xl
N I
(A I PROPOSED zs ma's
I
(; STORAGE Z L3
AREAo �0 88 85 78 AS—BUILT DRAWING 74
�� I 27 65 60
s J JULY 2000 51 I ,3
;� ;' b 4' I
s -
89 84 79 73 66 59 52 -
-
� (� i'
1 4 [.A
LF COURT7
26 i' s' es 's SKETBALLs
Z
I C
4825
4825
NOTE:
r r (MAINTAIN MINIM IN 12'VERTICA SEPARATION 8 TWEEN
Z x y PRIVATE AND P BLIC WATER WINS.- —
G i �i PRIVATE WATER MAIN VALVE B0 IES SHALL NA LOCKING UDS.
A 1+00 3.0' g
A 1+04 3.0' RTSs
A 2+11 3 0' 0
A -- ---
2+15 30'
4815 IA. 3+2 3.0'. a -_ - _-_ MIN. _
A 3+46 COVER
3.0' COVER
7A 4+31 3.0' I
A 4+36 3,0' PROPOSED',FINISHED GRADE{
A 5+35 65.0' L
A 5+4/ 15.0'
A 5+46 15.0'
4810 A. _6_+/6 3.0' 4810
A 7+56 3.0' R
TA 7+80 3.0' R
A 8+56 3.0' RT
µI x W -.- 940 Lf. AWWA C C I
PVC PIPE --F
4805� ----_-- -_.. _ .. - __-____-__. ___.____._-_ ____ _ _.__- -__._- ._._.______ ___ ___ ,._--- _-__ - -_- _ __-- ._. _ _. _.._
jK
r o +j Q bos
op p
SK OC P oz 8K oDK
0� OJ� +F❑� +�4795 A5I=BU1L1_DRAW1
4795
NOTE
THE CROON SURFACE SHAL BE BROUGHT TO FINISHED CAKE WHEN JULY 2000
THE WATER WE IS INSTAILLED TO PREVENT rREEZING OF THHE MAIN WHEN FRW IS IN THE GRC UND. PROPOSED GROUND ELEVA IONS X.WATER LINE INV. ELEV.
4790 _.____.__ -_ - ____._._.__ _ _ ....._-____-_ _ 790
rvk' nmim ne mia nn min
m� ,C ✓j gg
mr mm o8
10+00 9+00 6+00 7+00 6+00 5+00 4+_.00 3+00 2+00 1+00 0+00
Rocky Mountain Engineers DESIGN BY DATE: DRAWN BY DATE DRAWING SCALES
AOR Y: : }1 97 N 0}1 97 Tyy7�� Ev7 �I�I� Fyn Fury7�2 u �7 �F�F�
REVISIONS: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' WLS@v U/,;.1D@ @LN gffn[ L v IA.U4:1L7�_IIJIY LJ��IJWLSDD WOO LAAJLS l`7WW�
CITY MEMOS 04/08/997 CONTOUR INTERVAL: 1' T�/7 F�/� �1 � ULRJL5L5
CITY LETTER WATER
LINE
06/16/99 RHC ���V� L1.11��I ���� 4�° pppdp4C CJLa4C G3 dui
PRIVATE WATER LINE 08/16/99 e D / e
Civil Engineering & Land Surveying C AS-BUILT DRAWINGS 07/1Y LETTER 07/22/99 06/t0/2000 31 9 PROFILE VIEW: HORIZONTAL: 1" = 50'
n O� LI LI
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME. 7 8-AS T. WG 11 06 2000 VERTICAL = S' p�Q� 3 pQQ 5D
I 27 a
I '�1AT
79 73 ( 66 59 I f 52 -------
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1 26 as BA$NETBALL B Sf 11 j '
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AS
67 58 1
5 390 83 80
pF g y
0
F ' rr
OR METER BUILDING 01
25 DETAIL t•PVC PIPE
9 UB 530ATER AND SEWER
EMENi(TYP)
9 ------ O
24 DETENTION
D 70PON CC
69 56Ih,� 10
'( m I
TYP)
� 2°
'i
J O
55 ------
(•�� M 1 23 a ..._...'.32 9.5' "Ibr
1
"
STA 8HRU- STALLED t'XC EE �t Q._____ _ _____S.tQD_ _--_ _ 4LQQ_____ __1tOR___ _ __ _ "1tOQ__D
m"
I WRH THRUST LOCK _ _ ____ _______ U+_ __ _____
' STA.
8+0 36 INSTALLED 1 I)L' '` - <-.. .-. _..- - -__- _ .. ..-, -(0+50 l I I I `Y➢
1 P f
-OAK -DRIVE "" _
-----� W '
' BEND WR THRUST BLOC __
STA. 10 7 INSTALLED t'GATE VALVE
--- 22 STA 7+38.51-I STALLED{"GAT VALVE I-y-- -
STA 1 25- INSTALLED t•%t•I ;a (� WITH T UST BLOCK MI VALVE BOx WITH THRUST OCN AND VALVE BOX STA 91.t0- INST D 11 ' - I I
1
BEND WITH THRUST BL CK TEE H THRUST BLO
_ 1 TA 10+81.1 - INSTALLED 4•xt� STA. +27.32 -INST ED 11 u' I I o
TEE WITH THRU BLOCK BEN WITH THRUST B CK pps
I ST 7+2B.51 - INS D t"GATE V VE ST 3+6t- INST D 4'%t' I
I STA 7+33.51- INSTALLED 4•%t• YAT THRUST BLOCK AND VALVE BOX TE WRH rHRUS BOCK I 6y
{9 w
TEE WITH THR BLOCK STA. -0+50 - INSTALLED 4' 9
CAP WITH TH UST BLOCK I I I
4s9 21 i.'I ' 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 { I
1.1 I 4
I
1 , I I
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I `J S 00'11'53" I I I 1 r-1 11320.38' 1
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II 1pr L_� I for I iI i- I I 1 i i I '0'
°r for I I I l I I / -----1_
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--------
Iplr 1----'m for // nee?sJ ��1 Alg4'�•lR�°Lrlpr Ilpr �
s°e s0
I r
for
AS-BUILT DRAWING
THE PONDEROSA MOB/LE HOME 50BD/V15I01V JULY 2000
�S �$ m
a
NOTE:
THE GROUND SURFACE SH04 BE BROUGHT TO FINISHED GRADE WHEN
THE WATER(1NE IS INSTALLED TO PREVENT EEZING OF THE MAIN V� =
WHEN FROSTI IS IN THE GROUND. I r S r S V 6 -6
4825 - i - _. - Y J £-m. m m-. __.- -_- - Y _ -- - _ -__-__ _ _ ___'--_-� --1 4825
3 -
n�Z -�i -� z
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-
4820 i- -_- - - ---._--__. _ _ __. _ _. ----- - - -- -----_. 1. -_--- - ----- - ----- i�. - --- --- -- --!�.. - -----------1 ---.._.-- - 4820
o
WATERSS
VICE STATIC NINGG 3 I ! G a
Q
4615
I
15
A COVER PROPOSED IFINISHED0+41 Q GRAD
{5
A 1+520+
A 1+56 13..-(0+{5) 150'(L
WTI
L I
A 2+ 5' L 13.
t810 A
_. -_ --_. -_— _`3+75 75 13.5' L I 4810
TA 3+79 13.5 L NOTE:
TA 4+86 13.5 L �' j MAINTAIN MAIN M 12•VERTICALSEPARATION+WEEN
TA {+90 13.5 L PRIVATE AND
P BUC WATER WINS
A 5+9 13.3' L WW ►RIVAIE WATER MAIN VALVE BO ES SHALL HA LOCKING UDS.
A 6+01 u.0' __ _____._ __- .�._-_.____
4905
_ _ _- _ .._- _ _ _ ___.__-_— ._ ---- -__--. 4605
7A 6
+98 '.5' L
A 7 7+00 6.0' L + +
TA 7+96 1t.0' L CLASS 200
� � � 1p8p L.F AWWA C_g
TA 8+00 13.5 L Z . {•PVC PIPE
TA 9+00 13.5 L
TA 9+12 13.5 L -
TA 9+50 13.5 L = I
o+ �� 4800
m aD EXISTING GROUND ELEVA IONS APPR x.WATER UNEiINV.ELEV.
4795 —71uly
000 l � ------ - --- - - -- <795
LT DRAWL G _ f-
s �. m -„
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a
11+00 10+00 9+00 8+00 7+00 6+DO 5+00 4+00 3+00 2+00 1+00 0+00 -(0+50)
Rocky Al o u n t a i n Engineers �" DESIGN BS DATE: DRAWN BY DATE DRAWING SCALES
A0R RHC f0 31 97 AOR 10 31 97
if R"; REY EIA°055: DATE:12/249/97 CHECKED BY: DATE' PLAN VIEW: HORIZONTAL: 1" = so CITCnYlC �34 C3LQC3C�0C�C3 �34G3L C 4 ]GQG�MMC GAQC�4MG3C D GilOGi]C C50O dG34
' CENTER CITY LETTER 04/22/98 04/08/99 RHC CONTOUR INTERVAL 1' Sv-V7Iu1 rv7 I� I� /'1 I�f1N7 11 I7 Cy'V7 11 f'�f� f1 fv�
Civil Engineering & Land Surveying CITY PRIVATE
ETTER 0/22/99 08/3/99 PROFILE VIEW HORIZONTAL 1" = 50' ww��� O�w Dw�dL5 43� pWLlv/,1Q5 w( 1�L5w L5�LN1�
;�'
AS-BUILT DRAWINGS 07/10/2000 VERTICAL: 1" = 5' pdaa (21
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME. 72 -As LT. WG 11 06 2000
/1-2S-pO
\`�, `t\�\\ �rl', `� 'I III ----z----
�
I ----e 1 T
)HE ___________ OHE _y_________lx. OHE OHE ----------- OHE -___'A -- ONE ----------- OHE _,______'__ OHEt-___�_ OHE
-UG GAS- I - - - - -- - - - - - - - - -I- - - - - - - - 1 UG GAS L- - - - - - - - - I _
W BABCOCK STREET— —T —FI I R oPTlc E_ _�- — — — ---`--"
89'24 00_ E — — — r - ---------
EST _ l------- �i61 fib r------ --- E ePc
1 •v 45'WIDE PUBLIC ACCESS _- B_TRE ------- ------ i
E%. 10'WATER EX 10'WATER ;
AND UTILnY EASEMEM '
_
_ CR
---- ---------- ------ ---------------- --- -
- ----- ----12'$AN---�`------- ------'10'SAN- �-----------------10'SAN--------- --�---- - -
I A
—•— —•— —•— —•— — •— —•— —•— —•— •— — — —•— —•— — —• —•— • j
---------
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I I I l I I \
STORN DRAINAGE ; I „>-,
AiLeD �sT o+3e.6�- IN . h DETENnoN
I I AI
` BED WITH THRUST BLOCK
STA. +45- INSTML 4'GATE VAL ' ; I rn> -
_ - 1 IYr'
WITH THRUST BLOCK AND VALVE BOX
I I \ 1` � s i --�'Ti3z3 � �� f F�; Gz7� 1D � t\ •� .'�' �
; it
3 o
'- - - FI' +� "� o � STA. 0+45-INSi D 4'GATE
' I \ __7* ' I f I PATH THRUST BLOCK D VALVE BOX
°+ r RAB_T _
11 f • STA 83-CONNECTED TO I i m N
QP6
y I
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ET_ ---- --
--- - -
o+oo
4+QD , 4 4 TEE. SHEET 9 N
--�OL IN
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- NCI m ------
4' PIP STA.4+07.32 INSTALLED 11 BE M �' 4* r�
00 WITH THRUST B OCK s' Sf 0+36.81 - I ALLED 11 - I Fy I.I�
STA 4+50- INSTALLED 4'GATE VALVE I�1 BEND WITH THRUST LOCK
(p ---- } ,� 4'PVC PIPE y �^ 00 M
A 1 N WITH THRU BLOCK AND VALVE BOX Qy'. ' STA 0100-CONNE TO •4+53.89 00 J L
SEE SHEET 8 -
o
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^ I I I N I I in STA +10.52 - DE CTED PIPE !1 t
N N " • \ -- N I N F
I
TO . �� �w Fi , ^ ^ O
AS
—BUILT
I ;
------ JULY 20so
00
- � I
BUILT DRAWING
O I I
\`' 1 .111.
-�T�-----
_
A 0+62 9.3• q 4820 4825 -_ o -. - __ �.__ -_ 4S25
A 0+90 43.5 Lc 'v>�r > > A 0+62 9.5
p p b u _- -I o p j A 0+91 43.5' L
W r A 0+94 43.5' L I ' r' ' A 0+95 43.5' L c p W
Li CNf �, A 1+51 p C7 A 1+51 9.5' z ly
? z 34 3E A 1+SS 9.5 'z?4 � ��, z= r^� x
g 2255 2$ A 1+55 43.5' L I-25 w z,n z A 1+SS 9.5
' y
4815 -_. __-_--.-- '- _-_._ __— A 2+02 43.5' L I _ I w o w i i A 1+96 43.5' L
--- m m A 2+02 43.5'IL A 2+58 9.5 1 ,� .-___ '^ _ __. 4620
5QY� ry A 2+62 9.S' h I
6 A 3+06 a3.5 L 4 'Q+'a � $W ,4j + A 2+06 9.5' + + N
6j• j t A 3+62 43.5 L PROPOSED FINISHED G i + ++ p♦F p+F A 3+61 41
43.3' l
A 3+67 9.5' t t€ t j Y t A 3+6J 435' L ~ Y ~
4810 -- -----._...__.__. +-.—_-� _ _.-- _ A 3+69 9.5'_. - �^ r 4810 4815 ---- + -_� -... A 3+69 as'
�G tji tt .
PROPOSED FINISHED
{610
4805 ._._.__.- _- 4M �1D 7
OOVER(TYP) 0 SS
4800 '-- - - -- - O -- ----- -
-- 4800 4605 --_-__- __ 6' 615' MIN. 8" 4805
vOR 0 ----- 0 — -- —-- — —CO (TYP) wart 0 -
454 LF. AWWA C-900, 200 4' 11C PIPE
0
Ic
4725
- ---> - t7`7 ----- 4795 4800 454 Li. AWWA C-900, LASS 200 4 PVC PI
NOTE:
NOTE: MAINTAIN MININIIM 12'VE SEPARATION EN THE WATER SURFACE BE BROUGHT TO EZINGFINISHED C E WHEN PRIVATE AND pP"BUC WATER M NS. I
THE 114E IS- - FREEZING OF THE MAIN i
WHEN IS IN THE G ND. PRIVATE WATER MAIN VALVE B ES SHALL HA LOCKING LIDS.
--- 4790 4795 ..-._-._ ___ 4795
I ! AS—BUILT DRAWII G
PROPOSE[GROUND ELEV IONS APPROX.WATER UNE INV.ELEV. JULY 2000
PROPOSEC GROUND CLEW TONS MP %.WATER LINE INV.ELEV.
4785 -- - ._ —_-. -_ _-_- 4785 4790 ____._. __ _._ -- - ._ 4790
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00
M �ON�AN,•. DESIGN BY: DATE: DRAWN BY: DATE: DRAW NG SCALES
Rocky / I 9 o u n t a i n Engineers g i n e e r S REVISIONS:
HC 10 J1 97 ADR 10 31 97
REVISIONS: DATE: PLAN VIEW: HORIZONTAL: 1" z 50' '7@�4 DLQC3C5'OO C5'C3 �4G3CC4 [ LaG�C,�LA�CC�4MG3CD G{100 L]Q C5'OO MG34 ����4• RAY H. pTY MEMOS 12/2419/97 CHECKED BY: DATE:
CENTER CITY LETTER 04/22/98 04/06/99 RHC CONTOUR INTERVAL: 1'
4-
PRIVATE WATER LWE oa/16/99 @nhL m M919 ROD @down[[ �tmgQ4 4°D Frl)no �J'%T1 MITIgn ILIJM7 Civil Engineering 8L Land Surveying CITY LETTER 07/22/99 Oe/13/99 PROFILE VIEW: HORIZONTAL: 1" = 50'1700 West Koch Street, Suite 7, Bozeman, AS-BUILT DRAWN( O O1L
DRAWING FILENAME: -A T. 11 VERTICAL: 5' CUI CJI
.ru_°'°
0
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oo n 1 a 1 I") - - - - -`� of -1 N rn
N I Ar. 1 r
STA 3i45.21 INSTALLED 11 1
7
�I BEND WRH THft Sf BLOCK LI I
4"
I 1 '
A O+SJ.14- INST ED 11 ' BEND 7.AI
I r
s.H THRUST BLOCKL. _ s i --� STA 0+00 - I STALLED 10• _ ~•, • -�--,•--- __
O
_ i I AND THRUST K (TYP) - o. `
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N, r- - - -; I ',i 1n O� �--- l i STA 0+90- ONNECTED TO - - AVENUE 5+ _1, �.�.' _______Silt__ _
ti 0+00 _ II ____-____ _ -_
4 X4 TEE. S SHEET 8 }+00 - --
- I,:r I I STA 1+10.54 INSTALLED 22 I •• ,,..+�+-- __ .._ _
Lr) ''j� i --- BEND WITH THRUST BLOCK u n I L 4+00 3 3
N, I 1 3 1+0p -
T I Ih) - N • STA.4+61.65 CONNECTED T
7A 0+00 -CONNECTED TO e i - "�-,1Li r r I �ryo I I Q E m I I N 4 x4 TEE. SE SHEET 9 N
4 X4 TEE, SEE SHEET 8 ( r STA 0 38- INSTALLED -GATE VALVT: v?' ! ; r_ ,I W STA 5+74 INSTALLED --
W1TN UST BLOCK AND VALVE BOX �i ' J I O Q u Q AND THRUST LOCK
' W
W i
}+74.38 i �� r�i 1 O W ❑w I Tn f.J Q N
STA. +3}.37- INST 11 45? J+74.38-CONNECTED TO 1-�L_ I O Q I x I d
BEN N1TH THRUST BL K 4% SEE SHEET 9
I DD w ova
aH- I aN
A 3+71 - INSTALLED ATE VALVE i N
a WITH THRUST BLOCK AND VAL %
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• JULY 2000
1
T -
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A 0+78 10.0' e3
VSS � A 1+63 4.0' Z iWATER S1tr
u r�A y i A 2+48 56.0' L LT
i y y
4630 _- 4835
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_ W n �3 I 1 A 3+68 13.5'
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A 1+63 9.5' o o� �� n� n�n� + + A 3+72 13.5' n m €
o = A 3+74 43.5' L
A 4+Tk 67 49.5' I + < < 1€ 1 <+ o + A 4+49 13.5' +
x
A 2+09 43.5' L a �' r"+ rii - + rn A 5+27 13.5' t 4+
4825 - - -. _- 4825 4830 A 5+69 13.5'
S) __ _. IRY 4830
` PROPOSER FINISHED 1 -_____.-__._.. ____-_- _._-.-_ _..-
A 2+72 43.5 L
Rl
A 2+82 9.5' In
A 2+88 9.5'
PROPOSED FINISHED GRAN
4620
4E120 4825 _- ____- -- -----
___--_ --- -- . 4825
4815
-. - - 4515 4820
6 4820
•
SS 6.5'MIN. 0 6.5'MN.
9�O COVER CM) COVER(7YP)
WIR
'-- -- 4811
374 LF. AWWA C-900, UASS 200 4•PVC PIPE
i530 LF. AWWA C-900,CLASS 2DD { PVC PIPE
- 1 4805 4610 -- .._ - -._. --..- 4810
THE AS-BUILT D AWING
NOTE:
111E GRWN SURFACE SM RE BROUGHT TO FINISHED GRADE WHEN MAINTAIN MINIMUM 12-VERTI SEPARATION
NOT
THE WATER INE IS INST D TO PREVENT FREEZING OF THE MAIN pROPOSED GROUND ELEVAIONS IL WATER LINE INV.ELEV. J LY 20' O PROPOSED GROUND ELEVA 5 %.WATER LINE INV.ELEV. BErWEEN
WHEN IS IN THE GROUND. PRIVATE AND P BLIC WATER NS.
4800 4800 48DS
PRIVATE WATER MAIN VALVE SHALL HA LOCKING LIDS.
pp ♦♦ .�pp pO mm --. - -_._?pp_---. -- --... _ __. _ _ ___.
iD b^ OtN nl .D n N �1 m0 0 � hP NP bO�i aO�i W A P H
O+GO 1+00 2+GO 3+00 0+ ,
00 1+00 2+00 3+00 4+00 5+00 6+G0
aNT�H
Rocky Mountain Engineers K DESIGN BY DATE: DRAWN BY: DATE: DRAWING SCALES
AOR C 10 3
1 97 AOR 10 31 97 �W7�� I�/� /��v7 I�I�S� ry'1�F�r�/� IT ry�
• RAY H. REVISIONS: DATE: CHECKED BY: DATE: PLAN VIEW: HORIZONTAL: 1" = 50' W L 'T L>[>'.93@@@M @�UMN5 Ll IA.U[.�1lAJVlY[.:,.1 VM[9DD LRJL/UA1L� �OO VW� Ca2Mf af�;�r
CENTER CITY LEMOSTTER 12/08/997 CONTOUR INTERVAL 1' ULfJL5L5 J
--- 5553 ES �- CITY LETTER WATER
LINE 04/08/99 RHC C�pG ILI @4o 'A'\M DOG 1lQ LL:»rIQG7MQ 4 pG30CIL�14C CL'7La4C G3 d0[;1C
4-PRIVATE WATER LINE 08 16 99 e e 99
Civil Engineering $t Land Surveying ��, CITY LETTER 07/22/99 OB/1J/99 PROFILE VIEW: HORIZONTAL: 1" = 50' [1[1 OIL [1[1
1700 West Koch Street. Suite 7, Bozeman, Montana 59715 (406)-586-4859 �� AS-BUILT ORAWNCS 07/1G/2000 VERTICAL: 1" = 5' paQq ( J LJ Lr lJ lJ
• FNG1F� DRAWING FI N 7 -A T. W 11 06 2000