HomeMy WebLinkAboutMeadow Creek Subdivision MEADOW CREEK SUBDIVISION MEADOW CREEK SUBDIVISION
Sewer Outfall - North, Middle & South Sections BOZEMAN. MONTANA a
LOCATED IN SECTIONS 2, 3, 10, 11, 14, 15, AND 23 OF TOWNSHIP 2
SOUTH, RANGE 5 EAST, AND SECTIONS 34 & 35 OF TOWNSHIP 1 o c
SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN MONTANA CITY OF
BOZEMAN, GALLATIN COUNTY, MONTANACIO
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DEVELOPER: JCD, LLC o o
CONTRACTOR: SIME CONSTRUCTION
NOVEMBER 28, 2006 SET NO. I a g
LINCOLN HE IDAN CATTAIL ST. \\ r I ` - ^F
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TETON PHILLIPS COH9 SEWER OUTFALL - '� -
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LEWIS \ F GARFIELD _� DAWSDNJ/ (NORTH SECTION) I „r57 i F •,. I.` \ ,�,/ _ `
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> J �4 Y CUSTER FALL N I J EXISTING 18 n
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SE W ER M A I N } BOZEMAN� T 1
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I CARTER` ^. •RSTON RC T ♦ T. i �_• , .•x. :._ - e
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BEAVERHEA POWDER
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C!PO BIG HORN RIVER ._ — I +<I I _____�• ..may!' >' i
SEWER OUTFALL '.
PROJECT LOCATION ,,Sr W BABCOCK•7 �, _ _ �.' n:., r
(MIDDLE SECTION) -_ � �•�>- � �•��,,�,,; ,� `
BOZEMAN, MONTANA ,r
I.024••� HUFFINE LN.
32 DISCOVERY DRIVE ^ I.
BOZEMAN,MT 59718 Civil Engineering E X I ST I N G 21
PHONE(/06)582-0221 Geo technical Engineering — • `SEWER MAIN _
FAX(406)562-5770 14 -- - - _"_
Land Surveying '
www allieeeng�ncenng.com Y g r>1 1 -� _ I r , ' � 1 •^� ,
p•,n,nd'`P ,o W.KAGY BLVD.1 a v
PROJECT ENGINEER: PAUL J. SANFORD, PEA _ `; '. "
DESIGN ENGINEER: BROCK D. ATHMAN, EI SEWER OUTFALL `•�.' �' :
SURVEYORS: GREG FINCK, PLS; KYLE THOMPSON, PLS (SOUTH SECTION) y
STUCKY RD. I �. '-- -• 7 r/ /
_ 7
INSPECTORS: KEITH BAST; LEONARD DUECK, El -
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SANFORD
_ ••N.12580P w. .qzs � — - - - -}- i • � —
1-Z ' ass MEADOW CREEK I. r _ _ - ,,JOT
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Checked by: Paul J. Sanford, PE SUBDIVISION �` I
ins// e
Signature: ....: ... ..E.'.Fwc�-��............ Date Q-17-07 — — toter- BLACKWOODRD. _ soril — wtgr............. RECORD R —
QA/QC Approval: Jason D. Burke, PE RECORD VICINITY MAP
-�� � � DRAWING -�-�7
c o7 SCALE (FEET) MEADOW CREEK SEWER OUTFALL
Signature: ....`......:...... .�.`........................... Date ... �....... C-0 COVER SHEET
AESI STANDARD BORDER FORMAT GENERAL NOTES: ABBREVIATIONS:
AC ASBESTOS CEMENT OR ALUMINUM CAP MAT'L MATERIAL
1. ALL CONSTRUCTION CONFORMS TO MPWSS (FIFTH) EDITION AND COB MODIFICATIONS TO MPWSS. AESI ALLIED ENGINEERING SERVICES, INC. MECH MECHANICAL
DRAWING FILEPATH MFR MANUFACTURER
PROJECT NAME ,� 2. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET, UNLESS OTHERWISE NOTED. BC BRASS CAP MH MANHOLE
BLDG BUILDING MIN MINIMUM
SHEET DESCRIPTION 12. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (TYPE A) IN ACCORDANCE WITH MPWSS SECTION 02221 AND BM BENCHMARK MJ MECHANICAL JOINT
LOCATION STANDARD DRAWING (02221-1) AND CITY OF BOZEMAN MODIFICATIONS TO MPW, UNLESS NOTED OTHERWISE BOG BACK OF GRATE (GUTTER) MPW MONTANA PUBLIC WORKS
IN THE PLANS OR SPECIFICATIONS. MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS
1 CL CENTERLINE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
SCALE BAR CMH CENTER OF MANHOLE
CMP CORRUGATED METAL PIPE N NORTH
CO CLEAN OUT NIC NOT IN CONTRACT
COB CITY OF BOZEMAN
LEGEND CONIC CONCRETE OSS OFFSITE SANITARY SEWER
CU COPPER
DISCIPLINE LETTER & NO. CY CUBIC YARD PC POINT OF CURVATURE
PRC,[CT R 03-145 ff'S�tfffitTSHEETDATE D6/00/04 N0. WITHIN DISCIPLINE FOUND MONUMENT AS NOTED SEWER MAIN DI DUCTILE IRON PE POINFT OF INTERSECTION
CO-COVER.DWG O SET MONUMENT --- — - SEWER MAIN - EXISTING DIA DIAMETERPL PROPERTY LINE
• CONTROL POINT SEWER SERVICE DWG DRAWING PROP PROPERTY
PRO ECT-N PSIPOUNDS PER SQUARE INCH
FENCE - NEW S SANITARY SEWER MANHOLE E EAST PSIG POUNDS PER SQUARE INCH GAUGE
SHEET.DESCR EA EACH PT POINT OF TANGENCY
FENCE - EXISTING SANITARY SEWER MANHOLE - EXISTING EG EXISTING GRADE PVC POLYVINYL CHLORIDE
OVERHEAD POWER - EXISTING ® SEWER CLEANOUT ELEV ELEVATION PRV PRESSURE REDUCING VALVE
EOP EDGE OF PAVEMENT
UTILITY GAS - EXISTING - w WATER MAIN - EXISTING EXT'G EXISTING 0 FLOW
AESI STANDARD SHEET DESIGNATION UTILITY PHONE - EXISTING WATER VALVE - EXISTING FD FLOOR DRAIN R RADIUS
UTILITY ELECTRIC - EXISTING FIRE HYDRANT - EXISTING FEIN FOUNDATION RCP REINFORCED CONCRETE PIPE
UTILITY FIBER OPTIC CABLE - EXISTING -- -- - -- CULVERT - EXISTING FETS FLARED END TERMINAL SECTION RDCR REDUCER
LETTER OISCPLDIE FG FINISHED GRADE ROW RIGHT OF WAY
CO-X GENERAL UTILITY POWER POLE - EXISTING - - DITCH-CENTERLINE - EXISTING FHYD FIRE HYDRANT RT RIGHT
FL FLANGE
CI-X GRADING LIGHT POLE - EXISTING .
TRENCH PLUG FLR FLOOR S SOUTH
C2-x ROAD ELECTRICAL PEDESTAL - EXISTING FT FEET SCH SCHEDULE
--_ FTC FOOTING SO STORM DRAIN
C3-X SANITARY SEWER M ELECTRICAL METER - EXISTING WETLANDS SECT SECTION
C4-X WATER & TELEPHONE PEDESTAL - EXISTING GPM GALLONS PER MINUTE SS SANITARY SEWER
__ . . , _ _ GV GATE VALVE STA STATION
C5-X STORM SEWER DA GAS METER - EXISTING - STD STANDARD
HOPE HIGH DENSITY POLYETHYLENE
BORE HOLE A ARCHITECTURAL GAS VALVE - EXISTING ® HORZ HORIZONTAL T13M TEMPORARY BENCHMARK
IC INSTRUMENTATION AND CONTROL >' GUY ANCHOR - EXISTING HP HORSEPOWER TBC TOP BACK OF CURB
HWY HIGHWAY TDH TOTAL DYNAMIC HEAD
E ELECTRICAL ----------------- EASEMENT LINE TEMP TEMPERATURE
S STRUCTURAL IE INVERT ELEVATION TP TEST PIT
BOUNDARY/ LOT LINE IN INCH TW TOP OF WALL
ROAD CENTERLINE INV INVERT TYP TYPICAL
IP IRON PIPE
ROAD - CURB UBC UNIFORM BUILDING CODE
PLAN SHEET DETAIL CALLOUTS CONCRETE SIDEWALK LF LINEAR FEET UPC UNIFORM PLUMBING CODE
LT LEFT UG UNDERGROUND
EDGE OF EXT'G GRAVEL ROAD VERT VERTICAL
DETAIL OR SECTION LETTER
EDGE OF NEW GRAVEL ROAD
W WEST
X DETAIL DESCRIPTION EDGE OF EXT'G PAVED ROAD W/ WITH
SHEET WHERE DETAIL XX EDGE OF NEW PAVED ROAD W/O WITHOUT
OR SECTION IS SHOWN T STREET SIGN YCP YELLOW PLASTIC CAP
COB AND MPW DETAIL CALLOUTS SHEET INDEX
MONTANA PUBLICS WORKS CITY OF BOZEMAN SHEET N0. DESCRIPTION
MODIFICATIONS
FIFTH EDITION TO MPW - FIFTH EDITION
MPW COB GENERAI, SHEETS
- CO-1 SHEET INDEX, PROJECT NOTES & LEGEND
CO-2 SURVEY CONTROL MAP
OFFSITE SEWER MAIN PLAN&PROFILE
C3-0 NORTH SECTION - OVERALL SHEET LAYOUT
C3-1 NORTH SECTION - SEWER MAIN PLAN & PROFILE STA. 20+00 TO 34+50
C3-2 NORTH SECTION - SEWER MAIN PLAN & PROFILE STA. 34+50 TO 46+60
C3-3 NORTH SECTION - SEWER MAIN PLAN & PROFILE STA. 50+00 TO 64+00
PROPOSED SEWER C3-4 NORTH SECTION - SEWER MAIN PLAN & PROFILE STA. 64+00 TO 77+85
PROFILE LABEL KEY C3-5 MIDDLE SECTION - OVERALL SHEET LAYOUT
C3-6 MIDDLE SECTION - SEWER MAIN PLAN & PROFILE STA. 20+00 TO 33+50
C3-7 I MIDDLE SECTION - SEWER MAIN PLAN & PROFILE STA. 33+50 TO 46+28
ELEVATION C3-8 MIDDLE SECTION - SEWER MAIN PLAN & PROFILE STA. 55+00 TO 69+50
C3-9 MIDDLE SECTION - SEWER MAIN PLAN & PROFILE STA. 69+50 TO 76+43 V
0 w O p C3-10 MIDDLE SECTION - ACCESS ROADS DETAILS "
Z =z a C3-11 SOUTH SECTION - OVERALL SHEET LAYOUT
N J'z �' C3-12 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 20+00 TO 34+50
XW—K�
WO (7W
5
Z C3-13 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 34+50 TO 49+00
F C3-14 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 49+00 TO 61+00
C3-15 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 61+00 TO 74+50 ;
C3-16 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 74+50 TO 88+00 RJl_ei�lORO
C3-17 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 88+00 TO 101+50 M
C3-18 SOUTH SECTION - SEWER MAIN PLAN & PROFILE STA. 101+50 TO 105+95 � �T Y�y� I�.L\�7I yt�
C3-19 SOUTH SECTION - TYPICAL ROAD SECTIONS
NO. REVISIONS DRAWN BY DATE PROJECT K:04-170.51 SHEET
NOT TO SCALE MEADOW CREEK SUB. - SEWER OUTFALL 32 DISCOVERY DRIVE Civil Engineering �^ DATE: 11/28/06 11
BOZEMAN,MT 59718 g g CVR SwR OUTFACE DWG CO-1
SHEET INDEX, PROJECT NOTES AND LEGEND PHONE )582-5-0221 Geotechnical Engineering
FAx l4os>See-5770
PROJECT ENGINEER: PJS DRAWN BY: LJG w.vw.11heden ineenngmm Land Surveyingeno�NrrRTwo MEADOW CREEK SUB.
��•° BOZEMAN MONTANA 9
DESIGNED BY: BOA REVIEWED BY: PJS, JOB 1 ah.»n '-` SEWER OUTFACE
SURVEY CONTROL COORDINATE TABLE
NO. NORTHING FASTING ELEVATION DESCRIPTION NO. NORTHING FASTING ELEVATION DESCRIPTION NOTES:
1. PROJECT DATUM IS NAD 83 AND VERTICAL DATUM IS NAVE) 88.
4 533306.7181 1565111.1641 4721.26 4800 (COBS) 271 522491.6301 1564689.9386 4857.31 AC 21N MOOT 2. CITY OF BOZEMAN DATUM = AESI DATUM - 19.45 FT.
108 517193.6506 1567375.1292 4936.08 AC ALLEN 280 524358.4534 1564799,2890 4829.19 AC 21N
200 517243.6580 1564656.6644 4931.71 AC SC 283 521230.2793 1564736,4093 4872.95 YPC THIS PROJECT AND THE PLANS ARE ON A VERTICAL DATUM
ESTABLISHED BY AESI. FOR INFORMATION PURPOSES ONLY, -
215 522919.3447 1564813,1953 4851.78 AC FW+P 287 533171,8485 1565150,9599 4723.63 BC 112 WE ARE PROVIDING THE ABOVE EQUATION TO CONVERT
216 523216.3252 1564744 7829 4847,57 AC KERIN 288 530514,7582 1565024,5461 4751.43 IP 10D TO CITY OF BOZEMAN DATUM.
222 527899.0140 1564853.3899 4786,08 AC M&M 88-6 290 531731,4814 1565082.5747 4735.52 YPC ALLIED
227 525242.5861 1564839.0654 4818.01 AC 21N WESTERN 291 535790.4054 1565265.1012 4696.61 YPC TDH
229 525427.4941 1564839.5412 4815.46 AC 21N WESTERN 307 534802.4338 1565190,8399 4703.90 YPC TDH
231 525727.5790 1564840.9543 4812.63 AC 21N WESTERN 309 535492.6013 1565207.8416 4698.44 AC 11/2
233 526027.5742 1564842.0358 4809.36 AC 21N WESTERN 326 525051.3572 1564914.8602 4819.17 AC FW+P
235 526666.3326 1564844,5717 4800.80 AC 21N WESTERN 508 515865.9939 1567862,7828 4954.27 YPC
238 526948.3254 1564545,5869 4796.54 AC 21N WESTERN 521 515878.6128 1567341,8077 4956.57 AC ALLEN all
240 527230.3841 1564846.6539 4793.21 AC 21N WESTERN 522 515879.5392 1567308.6584 4956.49 REBAR
242 527418.3267 1564847,3558 4790.50 AC 21N WESTERN 523 515874.1024 1567522.4305 4955.77 AC ALLEN SECTION LINE OR - - - SOUTH I9TH AVE_
247 527737.1658 1564836.7188 4787.36 RB 706 518571.0883 1564683.7091 4910.01 AC 779ES MID SECTION LINE
264 523589.8866 1564762.8520 4841.74 AC 21N (TYP) I r
w
Ir
�i
rn
BEGIN SEWER
BY OTHERS
MEADOW CREEK
PROPERTY LINE #508 SUBDIVISION
N NORTH 27TT1 AVE. (TYP)
END SEWER
- OUTFALL SOUTH #523
L- r108 SECTION 521 M
SOUTH 27TH AVE #522 N
(FUTURE)
#291 #307 SEWER OUTFALL
DAVISLANE #287 290 J{ SOUTH SECTION
#309 #4 # #288 #222 247 240 235 #233 #229 r30WL6ERAVENUE-1#264 # 15 #271 #706 #200
I -
N g SEWER OUTFALL #238 #231 # 2� #280 # g #283 -- -_
NORTH SECTION -
SEWER OUTFALL
of MIDDLE SECTION
I
w
� Z
o ; Z
NORTH FERGUSON AVE.
' I
Y
I
. _ J RECORD
DRA V 7 IN`iJ4 -
NO. REVISIONS DRAWN BY DATE 0 800 1600 2400 PROJECT #:04-170.51
"9 MEADOW CREEK SUBDIVISION SHEE"1'
32 DISCOVERY DRIVE DATE: 11/28/O6 CO-2
BOZEMAN.MT 59718 Civil Engineering L
SCALE (FEET) w� SEWER OUTFACE - SURVEY CONTROL MAP PHONE(406)582-0221 Geotechnical Engineering CTRL S-OUTFALL.DWG
"°'xseo°E FAX(406)582-5770 A L °
PROJECT ENGINEER: PJs DRAWN BY: LJG BOZEMAN,MONTANA wwwalhetlenglneenngcom Land Surveying 1�eeyelho MEADOW CREEK SUB.
DESIGNED BY: KIT REVIEWED BY: KIT, JDB °�•.,...,•+�`" SURVEY CONTROL MAP
I I r GENERAL SEWER NOTES:
1. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (TYPE "A').
UNLESS OTHERWISE NOTED.
2. SEE SHEET CO-2 FOR PROJECT CONTROL POINT
COORDINATES AND ELEVATIONS,
3. GRAVITY SEWER PIPE
A. ASTM D-3034 WITH AN SDR OF 35 FOR 4' TO 15' PIPE.
' B. ASTM F679. T-1 WALL THICKNESS (SDR 35) FOR 18"
TO 27" PIPE.
W
` 1 � W 4. AERIAL PHOTO IMAGES FROM THE CITY OF BOZEMAN CIS
DEPARTMENT. IMAGERY WAS COLLECTED IN APRIL 2004
Z N BY MERRICK AND COMPANY.
► � W a
0
"•f " ~ _ MANHOLE COORDINATE TABLE
1, JN _ _ NORTH SECTION
1 STATION NORTHING EASTING DESCRIPTION
- i NORTH SECTION - NORTH HALF
24' SDP35 P�" ,I r;t 24" SDR35 PVC SEWER ER I', IF, SEWER NIA T 20+00.00 535824.79 1565216.39 60" MH OSN-00
DAVIS LANE 21 SDR35 PVC SFWFR 24+43.76 535381.14 15652D6.06 60" MH OSN-01
_ _------- OFFSET 3.0' LT
- -- - 28+85.76 534939.2E 1565195.24 60" MH OSN-02
SHEET C3-1 SHEET C3-2 J_ 7 - OFFSET 3.0' LT
SWEET C3.3
SHEET C3-4 33+27.76 534497.42 1565184.42 60" MH OSN-03
STATION EQUATION 1 I 4 i-EOFFSET 3.0' LT
z 0 STA. 46+59.66 NORTH HALF
STA. 50+00.00 SOUTH HALF _ �___ 37T 3.76 534055.55 1565173.60 60" MH OSN-04
J I -- OFFSET 3.0' LT
o (SEE MANHOLE COORDINATE TABLE)
u 41+93.76 533631.68 1565163.22 60" MH OSN-05
OFFSET 3.0' LT
45+98.04 533227.60 1565150.32 60" MH OSN-06
0 z 46+1766 53 1565136.01 60" MH OSN-06,5 0 2
46+59.66 5331749 4 60' MH OSN-07
NORTH SECTION NORTH SECTION - SOUTH HALF
50+00.00 533172.09 1565135.04 60" MH OSN-07
53+44.64 532827.84 1565118.66 60' MH OSN-08
56+94.92 532477.95 1565102.02 60" MH OSN-09
60+45.15 532128.11 1565GB5438 60" MH OSN-10
63+03.78 531874.00 1565037,26 60" MH OSN-11
66+94.87 531483.35 1565018.69 60" MH OSN-12
70+85.93 1 531092.73 1565000.11 60" MH OSN-13
72+58.38 530921.02 1565015.97 60' MH OSN-14
76+02.88 530576.90 1564999.61 50" MH OSN-15
77+70.05 530552.07 1565164-93 60" MH OSN-16
77+85.05 530537007 1565164474 60" MH OSN-17
f
3
S
RECORD �
DRL WING -
CITY DATUM - AESI DATUM - 19.45 FEET
(SEE NOTE ON SHEET CO-2)
NO. REVISIONS DRAWN BY DATE 0 300 600 900 TA.q _ PROJECT #:04-170.51 SHEET
MEADOW CREEK SUBDIVISION - SEWER OUTFALL ,2 DISCOVERY DRIVE Civil Engineering _ DATE: 11/28/06 Q3-0
BOZEMAN•MT 5971E
SCALE (FEET) �µ•«o * NORTH SECTION - SHEET LAYOUT PHONEI406)582-0221 Geotechnical Engineering S-SHEET LAYOUT DWG
R FAX(406)W-5770 ALLI D
PROJECT ENGINEER:PJS DRAWN BY: LJG BOZEMAN1 MONTANA '"'�'�'e 'B ^^9°°^' Land Surveying EYMOInF RIR6 MEADOW CREEK SUB.
A
DESIGNED BY: BDA REVIEWED BY: PJS, JDB �."o �...n.•Y`' SHEET LAYOUT
z
STA. 20+00
f EXYG 60" MH OSN-00
n EXYG 24" STUB REMOVED 4
& CONNECTED TO EXTG ROAD RESTORATION
60" MH OSN-00 STA. 22+00 TO 23+16 30' ROAD EXTG IRRIGATION DITCH N
APPROX. 116 LF EASEMENT ;`-(SECTION LINE DITCH)
[.r a EXTG DRIVEWAY U U
[-+ STA. 20+47 f PROVIDED 4" OF ASPHALT & MH-01 TO MH-OS
,d N EXTG UG GAS, APPROX. 6. OF CRUSHED TOP BASE SEWER LOCATED APPROX. 1.0' & MAILBOX
POWER, & TV LINE & APPROX. 7' OF SUB-BASE COURSE EAST OF SECTION LINE DITCH
STA. 29+83 3
U }v. CROSSINGS FROM TOP OF PIPE BEDDING TO EXTG DRIVEWAY TOP-OF-BANK
DEPTH - 4694.62 BASE COURSE. & SIGNS., EXTG MAILBOX EXTG UG PHONE
; TOP-OF-SLOPE LINE CROSSING
�- ----- - ----- 1 -/-- -�� ----- ---
-- - --- - ---- - - ------ ---- - -- ---- -��;- --..
lao.
_ XT'C SIGN
- - FLOW o 4. -
` FLOW 24" SDR35� 8 g g --- SECTION LINE $ 4'
,� PVC SEWER n =FLOW n
zp / PVC SEWER& N __---- N N N N N PVC SEWER N d
DRAINAGE -51.0' DAVIS LANE -------_ ---
EDGE OF DITCi1_-* _ _� ---------- - y + ----------------------- - APPROX. 9.0' FT. STA. 33+27.76
PAVEMENT
I---- -- -------J --- y y '
-+ < EXTG PAVM ROAD STA. 28+85'36. / + _-TBC TO CENTERLINE OFFSET 3.0' LT
y r 50' RIGHT-OF-WAY 28' T,BC TO.,TBC + J 1 OF SEWER FROM 60" MH OSN-03
f EXTG m R/ , OFFSET 3.0' LT 1 y
SIGN' + y '�' '+" ' y + + STA. 24+43.76 60" MH OSN-02 / MH-01 TO MH-OS
3� STA. 21+17 t ,x y W '� '+ '` OFFSET 3.0 LT .
CC I EXTG POWER EXYG UG FIBER , 60' MH OSN-01 B FT. WIDE, 6 THICK GRAVEL
DRAINAGE y 60" SANITARY + / ACCESS PROVIDEDBACKOF�CURBATO
I'C POLE OPTIC & TV LINE DITCHES " y y y CAB SEWER MANHOLE I
CROSSINGS y y -.STA. 24+17 t ( )
EDGE OF DEPTH = 4694 57 + STA. 27+24 3 y y y EXYG 18" CMP -02720-4 (TIP• OF 3)_ MANHOLE. TYP OF 3
EXTG GRAVEL
EXTG 58.5"x 36"_ + + CULVERT CROSSING -
i ` RCP ARCH CULVERT WETLANDS
CROSSING 3I RECORD CITY DATUM = AESI DATUM - 19.45 FEET
7�\-avc sS
FORCE (SEE NOTE ON SHEET CO-2)
U MAIN W y y y PLAN VIEW-SEWER OUTFALL-NORTH SECTION DRAWING
m pp
00 6',
m�ti g Z I r
08v3H OO.N_.� Z, INN,
Y?a +�zz?
EXTG
N w GROUND ~n'
4710.0"a :�� 4710.0
W NKZZZ yl g22 �� �ZZ ZZ __ -
EXTG UG GAS,
EXTG UG PHONE LINE
POWER, & TV LINE - CROSSING
CROSSINGS DEPTH UNKNOWN
4705.0 DEPTH = - 4694.62 _- 4705.0
EXTG UG FIBER DAVIS LANE - --
OPTIC & TV LINE -- PAVEMENT -- -- --_ - -
CROSSINGS
DEPTH - 4694.57 __. ---- ----- --' 437.00 LF PVC
4700.0 , -- --- _ _ - 24m.SDR 35 4700.0
--- EXYG 18 CMP
CULVERT CROSSING 437.00 LF DIA. 35 PVC
24In.SDR SLOPE 1.22%
IE 4695.9
=
u _
4695.0 _ I - 695.0
__
T
II EXTG 58.5"x 36• RCP 437 in LF 4
L� ARCH CULVERT 4.3 DIA. = 24in.SDR 35 PVC �OpE = 0.95% -
STUBBED NEW 24" PIPE ` CROSSING
INTO EXTG 60" MH 3.1' IE _ 4693.5
4690.0 R 35 PVC SLOPE = 0.65%
438:76-LF DIA.=24in. - -- _ _ _ -- _ _ 4690.0
SLOPE = 0.62%
4685.0 , INSTALLED 4-INCHES OF RIGID 4685.0 -
BOARD INSULATION THE FULL - - - ---- - - --
WIDTH OF THE TRENCH FOR
8-FT. EACH SIDE OF THE
CULVERT CENTERLINE.
4680.0 4680.0
m 'n rn n m m
iO � r m OD u0 � m 01 8 g 8 0 0 0 0 � o 0 0 ^ o o g t o N 0 0 0 0
`g � 'a a a v a a a
0 0 0 0 0 0 0 0 0 8 8 8 0 0 8 8 8 8 0 8 8 8 8 0 8 0 0 0 0 0
o o 8 8 8 o 8 8 0 8 8 o S 8
+ + + + + + + + + + + + + + + + + +
O O N N M N m m 0 0O � N N n .'] ♦ d
N N N N N N N N N N N h N N N N N N N h h n ✓l n n n '7
PROFILE VIEW- SEWER OUTFALL-NORTH SECTION
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT /:04-170.51 SHEET
5D 100 0 5 10 MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE DATE' 11/28/06
BOZEMAN,MT59718 CIVIIEnglneering ..�i C3-1
�µ„;� NORTH SECTION - STA. 20+00 TO 34+50 PHONE
(40 682-57 021 Geotechnical Engineering ALLIED
PROJECT ENGINEER:PJS DRAWN BY; LJC ,o...� www.ell.-J-9ine-9- Land Surveying � �nEE�Mo ' MEADOW CREEK SUB.
BOZEMAN MONTANA
DESIGNED BY: BDA REVIEWED BY: PJS, JOB °'+....r.�1"` SEWER OUTFALL
STATION EQUATION
STA. 46+59.66 (NORTH
DITCH 7 SECTION NORTH HALF)
TOP-OF-BANK STA. 50+U (NORTH EDGE OF PAVEMENT
F ) SECTION SOUTH HALF)
I APPROX. 9.0' FT. 60" MH OSN-07
HYDRANT
EXTG MH-01 TO MH-05 _TBC TO CENTERLINE 1 LF OF 8" DIA. SDR 35 PVC
DRIVEWAY & MAILBOX SEWER LOCATED APPROX. 1.0' OF IRRIGATION DITCH OF SEWER FROM STUBBED TO THE EAST a"
••-�!V EAST OF SECTION LINE r (SECTION LINE DITCH) MH-01 TO MH-05 EXTG DRIVEWAY STA. 45+98.04
(TYP OF 2) � & MAILBOX 60" MH OSN-06 1
U U 30' ROAD EXTC PAVED ROAD APPROX. 2.0' WEST EXYG FIRE
F FEASEMENT---- - -- 28' TBC TO TBC- --_---4\L----- ---- OF SECTION LINE &
0' EAST OF & 3oI
i
----- ili - I --- - - --- - ---- - - ---- - ----- ----- -
-- •" SECTION LINE
UJJj - 180•` - - - 180.\ y - - ---�- _-- - - -- DITCH ---- •-
$ - I 24' SDR35 0 --- - - $ - --24" SDR35 $ $. 1 '� $ 24' SDR35
PVC SEWER FLOW r1 PVC SEWER Y FLOW Y + PVC SEWER FLOW W P
' 51.0' DAVIS LANE
135•J EXYC 12" DI WATER MAIN
---- - ------ ---- ----- -- --- -- ------------------- "----------------------- - ----- -------------------- --------------- - -
STA. 34+82 t 50' R.O.W.J STA. 41+93.76 STA. 42+28 f STA. 46+17.66
EXTG UG PHONE EXTG CURB OFFSET 3.0' LT EXTC UG PHONE 60" MH OSN-06.5 I
LINE CROSSING STA. 37+69.76 & GUTTER 60" MH OSN-05 LINE CROSSING
I
OFFSET 3.0' LT ROAD RESTORATION STA. 46+06 TO 46+60 / 1
60" MH OSN-04 APPROX. 54 LF, PROVIDED 4" OF ASPHALT_J I 1 APPROX. 12.7' HORIZ.
8 FT. WIDE, 6- THICK GRAVEL (TWO 2-IN. LIFTS) PER MPW & SPECIFICATIONS. I SEPARATION CENTER
ACCESS PROVIDED FROM EAST
BACK OF CURB TO NON-SHRINK BACKFILL TO BE PROVIDED FROM W I SEWER MAIN TO
TOP OF PIPE BEDDING TO EXTG FINISHED GRADE I
COB 60" SANITARY Z MANHOLE. (TYP OF 3) I ? I CENTER EXTC WATER MAIN
SEWER MANHOLE
02720.4 (TYP. OF 4) STA. 46+28 t / 'N.j 6 I
�- EXTG 12" DI WATER J I =
W MAIN CROSSING
a
STA. 46+33
a EXTG UG TV& 100' _
DIGITAL LINES EASEMENT j
CROSSING
PLAN VIEW-SEWER OUTFALL-NORTH SECTION
N
N N O
CITY DATUM - AESI DATUM - 19.45 FEET o
rn �♦ o�n
(SEE NOTE ON SHEET CO-2)
0
au �u pY+
4730.00 ^z m i n o t II z 4730.0
I ao�..
m rr` to Nj Ow
'zD a OBI O+a O
Y RE 1�OTI\D �' + O + �F =
Y _ _ I ilk¢ O K 2 MKKI
4725.0 ^�$Nz ]DRAWING �wNZ. a�iz -zi,� �zii 4725.0 EXTG UG
-
O+"1�zc, V o TV& DIGITAL
e� r� EXYG ___ _._ - LINES
a nrca ivmmx GROUND 2.0'
����
4720.0
EXTG
GROUND _ - EXTG UG
4715.0 FIBER LINE
4 15.0 EXYC 12" WATER
EXTG UG PHONE LINE MAIN CROSSING J " 4.1
CROSSING
- -- DEPTH UNKNOWN TOP OF PIPE ELEV.6.06
4710.0 --- - - - -- --- - -- '" 4716.06 - --
- - - - _ 400.58 LF DIA. � 24M SDR 35 PVC - 4710.0
EXYG UG PHONE LINE
- CROSSING DIA - 2441 SDR 35 PV
SLOPE - 0.36R 14.62 LF
DEPTH UNKNOWN 419.00 LF SLOPE - 0.55%
4705,0 DIA. = 24in DR 35 PVC 4705.0
- - -35.70 LF
-
24in SDR 35 PV
a37.00 LF DIA. SLOPE - 0.78R
DIA. = 24in R 35 PVC
4700.0 1.227E _ _ - - - - 4700.0 4
SLOPE -
g
4695.0
4695.0
a
6
�O O O N O, N �O ♦ r h O �O N r ♦ N h A W /1 r,ao a
o � ci ri h o o +o r r ad ac of o C N N ri ri M
N N N �N N N N N N
v a v e a a v a r v r ♦ a ♦ a + a a a a � a ♦ a a v
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88
N $ R $ 9 8 9 8 R 8 9 8 0 $ 9i 8 9i 8 9i S 9i 8 9i 8 06 Y
+ + + + + + + + + + + + + + + + + + + + ♦Y+ + + 1++ + +
M r7 M M M M M h h Y O Y ♦ < Y O d f V O ♦ O
PROFILE VIEW- SEWER OUTFALL-NORTH SECTION
NO. REVISIONS DRAWN BY DATE OHORIZONTAL50SCALE FEET00 0 VERTICAL SCALE FEET 10 PROJECT M:04-170.51 SHEET
MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE �� DATE 11/28/06
�•� BOZEMAN,MT 59718 Civil Engineering C C3-2
' °" NORTH SECTION - STA. 34+50 TO 46+60 PHONE(406)582-0221 Geotechnical Engineering
,• reo FAX(406)582-5770 ALL D -
PROJECT ENGINEER: PJS DRAWN BY: LJG i, www.alliedengineenng.com Land Surveying ;INEERMG ' MEADOW CREEK SUB.
BOZEMAN,MONTANA w•„- °r<<' SEWER OUTFALL
DESIGNED BY: BOA REVIEWED BY; PJS, JDB
EXTG EDGE
OF PAVEMENT
RIM ELEVATIONS FOR MH OSN-8
TO OSN-11 BASED ON
FOWLER/DAMS ROADWAY DESIGN
BY TO & H AS SHOWN ON PLANS
DATED JANUARY 2006- _ DAVIS LANE M
1 LF OF 8' PIPE STUB 28' TBC TO TBC V
STA. 60+45.15
& END CAP TO EAST
6.0' CENTERLINE 60" MH OSN-10
STA. 50+00 OF SEWER TO TBC , p7
50' UTILITY
0 60 MH OSN-07 � Cp _�.-, /' _ - d ' + EASEMENT
SECTION UNE _ 180' -' Iso -----L WETLANDS _ SECTI ENE -�•�.�
. .— PVC SEWER �
SEWER PVCSEW EXTG DTCH
OW 17Y v
------- --
EXTG 12• DI WATER MAIN - 34' EXTG 12• DI WATER MAIN 172' "!� - - ----
- - - ----------------------- - -----1--- --------- ---------- ----- ---------------------------
--- _�—' 18'
- ------- so UTILITY -—---___DA1�g � flow PVC SEWER
EXTG FIRE - - _
HYDRANT 34
EASEMENT EXTG FIRE STA. 53+04 EXTG FIRE - _ •
\ ` HYDRANT 60• MH OSN-09 HYDRANT _---- --—----- -- - - - --
1 I STA. 50+25.09 \ STA. 53+44.64 -
EXTG UG PHONE `60" MH OSN-08
LINE CROSSING 14' HORIZ. SEPARATION STA. 63+03.78
CENTER SEWER MAIN TO 50• MH OSN 11
60" SANITARY CENTER EXTG WATER MAIN
SEWER MANHOLE COB
~; (TYP. OF 5) 02729-4
PLAN VIEW-SEWER OUTFALL-NORTH SECTION �EC
CITY DATUM � AESI DATUM — 19.45 FEET
DRAWING (SEE NOTE ON SHEET CO-2)
4745.0 4745.0
o � �
c w � oN I EXISTING
�+ �+ GROUND
4740.0 _ _ _ { f Y 4740.0
-
I
I
+�z z +NZ8 _ ; _8
4735.0 = Y o�c �.oa �� Y�� - - -- -- -_. -_- - - -_ 4735.0
&?9? ZOM33 SEE RECORD DRAWINGS4
BY TD&H FOR FINISHED- _--
386.p9 LF
GROUND LINE OF DAMS LANE _ - -
- p1A. . 271n
4730.0
-_ _ _ _ SDR 35 PVC 4730.0
EXISTING - -_ ---- 253.83 LF DIA• - 21in• SDR PVC
GROUND - - - SLOPE - 1.12%
4725.0 4 - - - - - 211n SDR35 PVC SLOPE. Lt07t, 4725-0
-- - - --- -
-
-----
SLOPE - 1.09%
4720.0 L-F DI A' ' 2111, SOR35 PVC 5t� � 4720.0
5.28
EXTG UG PHONE ~ n n
UNE DEPTH SLOPE• 1'46% Y 1 •
UNKNOWN 35 PVC NIN E
4715.0 1n.SDR i�a i 8 Z 4715.0
33s e*Q- — — — oY -
n
SLOPE - 1.527L °n wm
4710.0 ' ZZ • a�zz
4710.0 $
c'
6
4705.0 4705.0 a
`a
m m m n M n m e m N I. m roo f a m n o ,n 1n�pp e9�p + m mnap m a
N N N N N N N N N N N N N Mf MI .N•7 n n .•ff n n rf n n on n m n
n n ^ n n n ^ n n r n n n n• n 'n n n n n ^ n ;n• ^ n n �
8 8 p8 8 p8 p8p p8 8 p8 S p8 p8 p8 p88 8 8 8 p8 8 p8 p8 p8 8 8 8 8 8 0 9
O N O N 8 ifl O N 8 8 8 8 8 8 O N 8 8 8 8 8 0 O 0 O
+ + + + + + + + + i + +In 0 �+p �++p + + e+p op+pp + + + ♦ + + + + + + $ o
N N V1 N N N N N fin N n N N :fl N N N N N N ,O m t0 m m 10 t0 10
a
PROFILE VIEW-SEWER OUTFALL-NORTH SECTION
NO. REVISIONS DRAWN BY DATE VERTICAL SCALE FEET PROJECT /:04-170.51 SHEET`
0 50 100 0 5 o MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE Civil Engineering DATE: 11/28/06 ��-�
•r.+ BOZEMAN.MT 59718 S
SAWMK NORTH SECTION - STA. 50+00 TO 64+00 FAAXX(4oeisaa Geotechnical Engineering AJLD
PROJECT ENGINEER: PJS DRAWN BY: LJG „�,+,,, YW, Land Surveying E.GBOZEMAN,MONTANA MEADOW CR.SUB.
DESIGNED BY: BDA RENEWED BY: PJS. JOB a•., r„W SEWER OLJTFALL
AC
W RIM ELEVATIONS FOR MH OSN-12 �, EXT'G
STA. 77+85.17 I �1 2400 V.US.M CLASS
TO OSN-15 BASED ON CITY DATUM - AESI DATUM - 19.45 FEET 21" SDR35 PVC SEWER I o
FOWLER/DAMS ROADWAY DESIGN (SEE NOTE ON SHEET CO-2) -
BY TD h H AS SHOWN ON PLANS CORED INTO
MH I J EXTG 18" AC CLA55 2400 V.U.S.M.
I FLOW
H DATED JANUARY 2006. pp "
STA. 77+70.05 3 cN -
REC0RD 60" MH OSN-16 1O
rn 14.3' HORIZ. SEPARATION lV r�i'��8
r- CENTER SEWER MAIN TO
H H CENTER EXT'C WATER MAIN DRAWING 1 77 Do 3•
DAMS LANEEXrG I
W�1t�{{rWcxx.771 28' TBC TO TBC r CULVERT^ CMP
VJ rr, 8.0' CENTERLINE
50' UTILITY �OF SEWER TO TBC v V STA. 72+58.38
EASEMENT EXTC TREES 60' MH OSN-14 165' W,
----- - -- SECTION LINE ~ _ _ EASEMENT SECTION LINE
SECTION.LINE DITG'L -- - --------- --- - ------ - - -
" - -- SECTION LINE DITCH EXTG DITCH -t _ �10W tg _0 1 �•c
EXTG DITCH 180' 172 _ EX SEWER MH
--- - - - ---------------- - ----- - - _--_----------- - - --- ------ _ • U T PV�SEWER s N b A 7 +t8
SDR _ ice- __ _...PVC SEWER _ - - - - - - +� DOUBLE RCP
7
72'
4o-.. PVC SEWER �_ �2.-.PVC SEWER �__,-. .r.-. r�34' l _ ---- - ------------- -� ------- ---- +- - CULVERT
a W 34' --�
t'_�_' EX G 12" DI WATER MAIN
ARCH
CROSSING
-- 50' UTILITY 43-3/4" z 26-5/8"
• 8.0' CENTERLINE EASEMENT 1
- � EXTG 12" DI WATER*MAIN- - i__--- -�J J
SEWER MAIN TO
_ DA 18UkRE-___________ - _- EXYG FIRE
-� ta.T HORIZ. SEPARATION HYDRANT STA, 76+02.88
60" MH OSN-812 J EXrG FIRE OF SEWER TO TBC -
i CENTER CENTEREXTGG WATER MAIN 60" MH OSN-15
o� EXTC FIRE HYDRANT
Z HYDRANT 60" SANITARY ;
B SEWER CO MANHOLE I STA. 70+85.93J -120' EASEMENT
w' Q2720-4 (TYP OF 5) 60" MH OSN-13
a$ EXYG 1 I Z
a 1 21' PVC o
w
ISEWER MAIN o
I �
PLAN VIEW-SEWER OUTFALL-NORTH SECTION APPROX. LOCATION
OF EXYG CURB
4765.0 m
4765.0
4760.0 ^�I I II a n 3 0 ao x 3 II II w
a Nv! ? ti -N` ---� hinz .Yi i'.'o 4760.0
NN- Jl�� N N
+nv?� +11 +�Z�j +r Z� +a Z o ` +r> > >
o o
Z Z Z
i x mm f n�� 2 x s~ EXISTING n z~ no o x o
• 4��'�' of y'� . 42 GROUND IT'S ate ' ' ',1-I->1-
4755.0 _ _ _ _ &?? t; ?? _ _&_? _ - i3 o mA_ -rcww3w 4755.0
SEE RECORD DRAWINGS
BY TD&H FOR FINISHED-,4750.0
GROUND LINE OF DAMS LANE -- - - I (�
4750,0
EXYG DOUBLE �vv.
EXISTING- _ -- RCP ARCH CULVERT
GROUND CROSSING, 43-h"z 26-
"4745.0 -�-- -
- E. 4748.50 162.17 LF DIA. = 21in. SDR35 PVC
4745.0
DIA. = 21in. SDR35 PVC SLOPE - 0.86%
10.00 LF
in
4740.0 745 LF DIA. = 21in. SOR35 PVC _ - -- - _ _ SDR 35 P1VC 4740.0
SLOPE = 1.10% SLOPE - 5.90%
386.06 LF DIA.
211n.SDR 35 PVC SLOPE t.20R
4735.0 _ _ 4735.0
1.20%
F DIA. - 21in. SDR35
PV
386.09 L C SLOPE = - - z
z
4730.0 L47
.0
SLOPE =11.12% - - -- - -
s
K
4725.0 .0
a
m rn n n c4 n o m n m n m n a m n e m m m o m m a
of rn j g Y on n IN IN
n n n n n r r r n n n n n n r n n n r n n n n r n n n r
a � r .r � Y ♦ ♦ ♦ e ;
S 8 8 8 8 S 8 8 o 9 o 9 8 8 S S S S S 8 8 8 8 8 8 8 o y
8 o o 8 o a
+ + 8 + 8 + + + + + + + 8 + + + + $ + + 8 + 8 +3 +
a a v+
m rn n ;z n r
PROFILE VIEW- SEWER OUTFALL-NORTH SECTION
N0, REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT 0:04-170.51 SHEET
0 50 ,DD D 5 ,D MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE _ DATE: 11/28/06 •�
•w BOZEMAN,MT5971e Civil �• CJ�4
NORTH SECTION - STA. 64+00 TO 77+85 PHONE(406)582-0221 Geotechnical Engineering
FAX(406)582-5770 (A7i LIEPROJECT ENGINEER: PJS DRAWN BY: LJG , www.elxedenglneenng.wm Land.Surveying �nnee"a1No i MEADOW CR.SUB.
BOZEMAN,MONTANA ;
DESIGNED BY: BDA REVIEWED BY: PJS, JDB a,,,,,,,,r• SEVVER OUTFALL
y �_ - .... GENERAL SEWER NOTES:
t. PIPE BEDDING (TYPE I) AND TRENCH BACKFlLL (TYPE 'A").
UNLESS OTHERWISE NOTED.
\ -
` �'�/s •, � 2. SEE SHEET CO-2 FOR PROJECT CONTROL POINT
�•? � •�-••+- - - - ` L. o.-. �- 4 COORDINATES AND ELEVATIONS.
- � r Vim- • �j y ,
-J -+� •v:, - - 3. GRAVITY SEWER PIPE
- I - A R F FOR 4' T 15" PIPE- i A 4 WITH N 0 35 0
r
nr , A STM D 303 SD
• n�-T
_ � B. ASTM F679, T-1 WALL THICKNESS (SDR 35) FOR 18
L
- .. y ; r TO 27" PIPE.
� 4. AERIAL PHOTO IMAGES FROM THE CITY OF BOZEMAN CIS
DEPARTMENT. IMAGERY WAS COLLECTED IN APRIL 2004
'�• r - •O�'7 L'- ` � _�- ����11111111 BY MERRICK AND COMPANY.
o
MANHOLE COORDINATE TABLE
MIDDLE SECTION
' ~ LYDLE7NLS SUBDIVISION _ 4 'TEXT G SEWER MAIN
SHEET(.3-U _-._ _� STATION NORTHING EASTING DESCRIPTION
SECTION
SHEET C3-7 SHEET C3-8 K 20+OOmOO 527868,45 MIDDLE 1564915.63 60" MH DSM-00
EXT'C SEWER / - T C3-9 n
1, 24" SDR35 PvC SEWER �-v 20+61-36 60" MH OSM-00.2
- _ ___ _ - 24" SDR35 PVC SEWER 21" SDR35 PVC SEWER FOWLER AVENUE - 21+69.66 527698.79 1564914.98 60" MH OSM-00.5
- ---- 21' SDR35 Pl,'C Sf v1!R _
7-- - --- --- - 24+48.49 527419096 1564913,92 60" MH OSM-01
.- - -- 28+73.49 526994.97 1564912,29 60" MH OSM-02
32+9B.49 526569+97 1564910.67 60' MH OSM-03
- 33+50.82 526533.11 1564873.53 60" MH OSM-04
0.; _ �. cl� 37+77,90 526106.03 1564871.89 60' MH OSM-05
(n O 0 '0 - 42+02.90 525681.03 1564870.27 60" MH OSM-06
♦1 �/�raa a���!!!1 _ _W
_.._Z 8+27.85 525256.10 1564B66.43 60" MH OSM-07
Q W 8
_��•l�l ��T- ' � J O Q 55+00.00 525056.24 15662.32 60" MH OSM-08
Q I J 0-' 59+25.13 524631.23 1564852.35 60" MH OSM-09
U�:- - Q Q Q
l _ I,I J LL -t 1 67+75.22 523782.08 156 8112.30 60" MH OSM-111
72+00.16 523357.64 1564791.72 60" MH OSM-12
MIDDLE SECTION 76+17.73 522940.17 1564782.99 60" MH OSM-13
76+42.73 522915.20 1564781.65 60" MH OSM-14
73+14.67 523243.43 1564776.18 48" MH OSM-15
OFFSET 13.20 RT
>i
3
i
RECORD
DRAWING71
CITY DATUM - AESI DATUM - 19.45 FEET
(SEE NOTE ON SHEET CO-2) 7
'a
NO. REVISIONS DRAWN BY DATE 0 300 600 900 PROJECT #:04-170.51 SHEET
Pill ��illillillilli� MEADOW CREEK SUBDIVISION - SEWER OUTFALL DATE: 11/28/06
32 DISCOVERY DRIVE Civil Engineering C3-5
.yam� BOZEMAN,MT 59718
SCALE (FEET) MIDDLE SECTION - SHEET LAYOUT PHONE(4061582-0221 Ge0lechnical Engineering S-SHEET LAYOU T.DWG
.,. K FAX(406)582-5770 C40-
Land PROJECT ENGINEER:PJS DRAWN BY: LJG www.aliedangneerngcom Surveying , MEADOW CREEK SUB.
BOZEMAN MONTANA
` SHEETLAYOUT
DESIGNED BY: BDA REVIEWED BY: PJS, JDB
EXTG S.S. MH 9 LYDENS SUBDIVISION
CITY DATUM - AESI DATUM - 19.45 FEET z
SLOW yQ (SEE NOTE ON SHEET CO-2) EXTC FENCE F EXTG cFi EXT VE G 24" CULRT NOTE:
18' qC
L) DITCH RELOCATED
SEWER MAIN BY S. FROM
EXTG 50" MH STA. -20+15nTR O -33+0
Q I(3 STA. 20+00
0 b'�� 60" MH OSM-00 (ORIGINAL DITCH LOCATION
� - STA. 33+18
SHOWN IRR, CROSSING
ai STA. 20+38.50 C110 DETAIL V fJ
CONNECTED NEW 24'
z SDR35 PVC SEWER MAIN FOWLER AYE. _FOWLER TO TBCNUE 1
TO EXTG 24" PVC SS MAIN STUB 60' R.O.W. 16.5T CENTERLINE CTION INE 37' TBC TO TBC STA. 32+M-03
74 74 - - - - - 60"MH OSM-03
EXTG 3.6'x2.3'__ - _ In CD
CMP CULVERT 6' FROM CENTERLINE
\ 1B0 8 F�ow 180 0 FLOW 8 8 180 8 FLOW g 8 FOWLER AVE. 8 T60' 8 SOW24.SDR35 8 8 SEWER.SDR35 TTOOcFUTURE 8 x
.SDR35
SECTION LINE - - N- - PVC SEWER-_ - -
--- -- --- `y --- - ~ PVC SEWER
�? Cn �ON LINE PVC SEMIER_�.. �? CTION LINE DITCH
,LINE DITCH_/ x xt'�
x x x x x x x�17--x / FLOW
EXTG FENCE-'
G 131 t3i TL ' tt
EXTC UG GAS LINE • 3 EXTG 60' ; 3 -_3'.' 3 3 3 - - 3--3 3 3 3 3FOWLER AVE. STA. 28+73.49 36PDAX AT 000 PVC
S.S. MH 36" DIA. A-2000 50' R.O.W. 60' MH OSM-02PROPERTY . 24+49.49 PIPE CULVERT CROSSING
STA. 20+61.36 LINE MH OSM-01 PVC PIPE CULVERT(SEE ENGINEERING MC'S (SEE ENGINEERING WC'S
60" MH OSM-00.2 RECORD DRAWINGS) RECORD DRAWINGS)
NITARYSTA. 21+69.66 24" SDR35
MANHOLE COB
60 MH OSM-00.5 TYP. OF 8) 02720-4 F PVC SEWER
ISDR 35 NSTALL 1 C OF RECORD STA. 33+50.62
a♦v CAP TO EAST ENOD
60" MH DSIA-04
D145'RDN W AD PLAN VIEW-SEWER OUTFALL-MIDDLE SECTION
DRAWING
I
4805.0 - _ - - - + _ - o _ - 4805.0
36" DIA. A-2000
i m PVC PIPE CULVERT_
a N;
a i �vv n x EXISTING (SEE ENGINEERING INC')
GROUND RECORD DRAWINGS
4800.0 mo mom+ - ,�_ ♦n I __- - 4800.0
�� ^^a APPROX. FINISHED 0!
+�z$
i
♦ 1- .,x ♦., GRADE (SEE
n 1.. N n,� ENGINEERING INC'S
479&0 °DN � I Yy 110��,,;,z RECORD DWG.) � ��z z 47.33 LF OF 4795.0
1
o
• + z +�z� +Yzzo 0+Y-o _ - - _ ---- - -- -SDR35 PVC
n~ Mrs �Ni�¢a EXISTING o�� - -
SLOPE - P1 867[
GROUND \
4790.0 �= irzzz � �zz _ 4790.0
-
- 2411n.a
`M 420.00 LF
4785.0 ."" SLOPE- 1 42% 0� N
4785.0
EXTG '
420.00 LF 24in. DIA
. DR 35 PVC - - - ^� n~--
36 LF
IW
4780.0 STUB 1 SLOPE- 1.457� o eca I mm- 4780.0
m id
20.38 LF 24In. IA. SOR 35 PVC +oz
273.83 LF OF
� A0 z�
� 24M•D1 i Ilsz �nllzz
4775.0 10-5 35PVC I SLOPE 1.06% - - IniikK ~zkk N�zz N&zz 4775.0 F
4770,0 4770.0
58.36 LF OF
24in. IA.
SDR 3 PVC
SLOPE - 2.40%
4765.0 4765.0
I -
�0 ♦ ♦71 a 0! n a n m m n n vo ♦ v a rn n o N 01 o 0
aD a0 m O i8 io m OD io m rn to a rn '� m a m m rn m rn m m o
n n n n n n n n n n n n n n n n IA. n n n n n n n n m
8 8 8 8 8 8 8 8 8 8 8 8 8 8 0 8 8 8 0 8 8 0 8 8 8 8 8 8
8 9 8 R 8 9 8 8 8 8 8 8 8 9 8 s 8 1 8 s 8 8
+ + + + + + + + + + + + +
0 0 N n n ♦ ♦ Ln 4 'n fo n n c0 ED m 0 0 0 N n n
N N N N
PROFILE VIEW-SEWER OUTFALL-MIDDLE SECTION
NO. REv]5ONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT /:04-170.51 SHEET
5D '°° ° MEADOW CREEK SUBDIVISION - SEWER OUTFALL
rwxi ,2 DISCOVERY DRIVE
] DATE: 1//28/06
Civil EngineeringC3-6
MIDDLE SECTION STA 20+00 TO 33+50 PHONE(406)582-0221 Geotechnical Engineering
FAX(406)582-5770 ` A
PROJECT ENGINEER: PJS DRAWN BY: LJG www.alliedengkt nng.com Land Surveying �woi�[�mna
BOZEMAN,MONTANA MEADOW CREEK SUB.
DESIGNED BY: BDA REVIEWED BY: PJS• JOB a.......•r"', SEWER OUTFACE
CITY DATUM — AESI DATUM — 19.45 FEET Exrc S.S. MHO,
J
(SEE NOTE ON SHEET CO-2) EXTG B" SDR 35
S.S. MAIN �� F
U
2 ACCESS ROAD APPROACH
C3.10 DETAIL �I
0
LYDENS SUBDIVISION EXTG
TELEPHONE EXTG 6'z12'
--MH OSM-04 20.5 FT. CENTERLINE
i A SEWER TO SECTION DITCH CONDUIT _ -TELEPHONE
FOWLER AVE. 0-10 LINE. MH-04 TO MH-06 TOP-OF-BANK VARIES MH OSM-05 EXT•G DITCH I VAULT
1,.� li I
00 - - - - - - - TO MH OSM-07 ABANDONED
SECTION LINE DITCH - -- - _
- secn°N uNE DITCH—`
Iw _ SECTION LINE _� 181
xFLOW 24' SDR35 �W�24' SOR35 0 — - 24` SOR35 o FLOW 1 FLOW
- EXTG 21 PVC SEWER MAIN
A ��, PVC SEVER n n
PVC SEWER PVC SEWER
c ~ ~ < w�FOWLER AVE.
EXTG UG PHONE LINE
r� TEL TEL p
x— r
TEL TEL - TEL TEL -
�.I 12' WIDE EXTG UG GAS LINE
`O STA. 35+23.84 s t/j R-2B' GRAVEL I EXTG 10' DI
r%o M BEGIN GRAVEL ACCESS STA. 37+77.90 EXTC 107 STA. 42+02.90 STA. 48+27.BS I I I I WATER MAIN
ACCESS ROAD I L>a EXTG 80"MH OSM-07
U U ROAD 60" MH OSM-OS POWER LINE 80�MH OSM-OB
W W F STA. 35+29.91 EMS"
OFFSET 31.78' RT. 60" SANITARY FOWLER AVE. ;o S.S. MH
VEST END OF ACCESS ROAD SEWER MANHOLE(1.
50' R.O.W. PROPERTY LINE
rn En (TYP. OF 2) 10.) I le
RECORD F �
H PLAN VIEW- SEWER OUTFALL-MIDDLE SECTION DRAWING am I
45'R.O.W.
n I
� m n
mao
m
aao m rn N n a tO a a
Na n� rY nM u n
+0 +0 YL +- n n
Y Y Y II f1 out—_ - -_ „ . d?
> o+� Q>
EXISTING Y
GROUND x �L:�'
4820.0 - a IL a s 8 = 0.0. v&__ 4820.0
FINISHED GROUND % END GRAVEL ACCESS
PROFILE LINE, CENTERLINE ROAD AT BACK OF
OF GRAVEL ACCESS ROAD 1,09% — SIDEWALK. SEE DETAIL
CESS RO
ACAD SLOPE 4815.0 2/C3-10
4810.0 ` / __ASS ROAD SLOPE- 1.24% - 4810.0
EXISTING
GROUND
OF 24in. DUI. �
�AD � 419.95 LF4805.0 S
i
-ACCESS 4805.0
420.00 LF 24in. DIA. DR 35 PVC SLOPE- 0.78% g
4800.0 �Opg- 0.954. 4800.0
SLOPE:1.73%
Olt-SORj5 PVCbt
4795.0 _ LF 2�
EXISTING GRAVEL
GROUND ACCESS RD.
6
4790.0 4790.0
qq Y
0i n n o o r n d c4 � INS r w ds m 10 1: ?IYd Lida
0 8 8 88 o8 8 8 8 8 pS 8p p8 8 8 p8 8 8 8 o 8 0 8 8 p8 p8 Q8 8
8 8 8 88 rNp 8 N �Op if1 O Yam/ S �(1 0 N O N S 1 0 N O N} O N
n n „1 MI M h p7 M + + + + N t`+1 M h O < i fj + + Q
PROFILE VIEW-SEWER OUTFALL-MIDDLE SECTION
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT /:04-170.51 SHEET
50 100 0 5 10 MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE DATE: 11/28/OB III���...rrr
rwr<i BOZEMAN,MT 59718 Civil Engineering COLLJI�;!
C3-�SAWM MIDDLE SECTION STA 33+50 TO 46+28PHONE(406)582-0221 Geotechnical EngineeringFAX(406)552-5770 PROJECT ENGINEER: PJS DRAWN BY: LJG www.alldengineenng.comLand SurveyingBOZEMAN,MONTANA MEADOW CREEK SUB.
DESIGNED BY: BOA REVIEWED BY: PJS, JDB °j•n..r.•Y SEWER OLTTFALL
CITY DATUM - AESI DATUM - 19.45 FEET z
EXT'G 21" SDR35 PVC (SEE NOTE ON SHEET CO-2)
SEWER MAIN
E~
STA. 55+00
EXTG 60" MH OSM-08 6 FT. FROM EDGE OF
ASPHALT TO CENTERLINE 00 ON
21" SDR35 PVC SEWER OF SEWER, MH-09 TO MH-12
CONNECTED TO EXTG MH STA. 56+98 3 U U
?' EXT'G 8" D1 WATER STA. 61+62 t ` F F
� ; MAIN CROSSING EXT'G
BLOW-OF , 10 FT. FROM SECTION LINE
r--TREES
1� HYDRANT \ TO CENTERLINE OF SEWER,
30' R.O.W. LEAD CROSSING ' MH-09 TO MH-12 rB
- _ PROPERTY LINE __
- --SECTION DITCH LINE-FLOW EX PAVED 160
_i 1 B0 -
i 180 ROAD EXTG ROAD_SHOULDER T
- SECTION LINE PROPERTY LINE
FLOW
21" SDR35 - --- - °1--- u w .I _b
�- PVC SEWER 0 $ $ FOWLER AVE.8 FLOW $ 21" SDR35 $ $ $ FLOW 21 SDR35 0
w -- PVC SEWER $ PVC SEWER $ $
180' - w T CURB & GUTTER
07""
EXTG UC EXTC 8" DI STA. 59+25.73 F" ROAD RESTORATION STA. 63+50.13 EXTG UG GAS LINE
12.2' S0' R.O.W. T2.3' tp STA. 55+00 TO 76+43 60" MH OSM-10 EXT'G SIDEWALK - 7-
PHONE LINE WATER MAIN 60" MH OSM-09 _ -
APPROX. 2143 LF STA, 67+75.22 STA. 69+27 !
.-1 EXT'G 8" DI WATER
PROVIDED 18" OF SUB-BASE, 60" MH OSM-11 a
MAIN CROSSING
60" SANITARY 6" OF BASE & 3" OF ASPHALT �
SEWER MANHOLE COB PER MPW & SPECIFICATIONS O OG
(TYP. OF 3) 02720-4 Q
RECORD
g PLAN VIEW-SEWER OUTFALL-MIDDLE SECTION DRAWING
4845.0 a8a5,0
o 'O 0 N �& EXISTING
GROUND,
°D PAVED
a ° all ROADWAY
0 n "-
4840.0 = '�?N bN�� I ^.N^^' 4840.0
0 N-
ON
+T?0 a+w z +.Gz� _ - STA. 69+27
-o EXT'G 8" DI WATER
11a:jx II�� __ --- - MAIN CROSSING
TOP OF PIPE
4835.0 �z z bN�z �?3 _ _ ELEV. - 4834.72 4835.0
21in. DIA.
419.94 SO CF R 35 PVC
4830.0 _ _ 1 4830.0
EXISTING
GROUND, - f r PVC $LOPE . 1.517E
PAVED STA. 61+62.46 F 21,n DIA. DR 35
ROADWAY _ - - EXTG 6" DI HYDRANT 420'09 L
4825.0 - LEAD CROSSING- .507E
_ w 4825.0
TOP OF PIPE 1
ELEV. 4822.78 l �" 1.8 SLOPE s ry
l � I
35 PVC
4820.0 STA. 56+98.96 ; LF OF 21 _ Dip'. SO 4820.0
EXTG 8" DI WATER ,.�
MAIN CROSSING +�?
TOP OF PIPE 1.507E
ELEV. = 4816.92 SLOPE -4815.0 - -- 2.8' - - - - - - - - a 4815.0
DIA. SOR
420.13 LF OF 21in
p,
4810.0 SLOPE = 1.50%
4810.0
4805.0 4805.0
t,
N r 00 M OI
N ONv N OV lV O MI Ox"�
Inn ^ n n ^N NinIn
a 00 a
0 0 0 8 $ p8 p8 8o p8 S p$ 8 8 $ $ 8 0 8 8 8 8 8 8 8 8 8 8 8 8 8
O N O N 8 9i O YI O N 8 R 0 u0i 0 O1 0 0 $ N 8 .
+ + + + + + + + + + + + + + + + + + + 8 + + $+ + $+ + $+ +
n N b e n 1` 40 a w 0 0 N n n a a h
n 0 N m m 0b b b m o b m m m b b b b b b b
PROFILE VIEW- SEWER OUTFALL- MIDDLE SECTION
NO. REVISIDNS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL 5CALE FEET PROJECT {':04-170.51 SHEET
5D 1°° ° 5 MEADOW CREEK SUBDIVISION - SEWER OUTFALL ;�
o.u�a 3BOZMAN,MT 59716 Civil Engineering DATE: 11/28/06 ��_^
,� MIDDLE SECTION STA. 55+00 TO 69+50 PHONE
(406)586�021 Geotechnical Engineering qLL D VY
PROJECT ENGINEER: PJS DRAWN BY: LJG T T wwwaniedengineerin9com Land Surveying �wo�ecr�iwa MEADOW CREEK SUB.
BOZEMAI�,MONTANA
DESIGNED BY: BDA REVIEWED BY: PJS, JDB an,».ror`�" SEWER OUTFALL
ZROAD RESTORATION REMOVED & DISPOSED OF
STA. 55+00 TO 76+43 EXYG. SEWER MAIN FROM
APPROX. 2143 LF ¢
U PROVIDED 18" OF SUB-BASE, STA. 73+15 OFFSET 13' RT.
6 WS i
H ' OF BASE & 3" OF ASPHALT TO STA. 73+20& FROM
PER MPW& SPECIFICATIONSCATIONS
STA. 74+20 TO STA. 76+43
STA. 76+17.73
STA. 73+15 60' MH OSM-13 REMOVED EXYG 20 LF OF
OFFSET 6.52' LT DISPOSED OF EXYG 8` S.S. MAIN & REDUCER
In m REMOVED & DISPOSED 48" MH� N i / & REPLACED WITH 21" SDR35
U U _ �c OF EXYG MH ENTRANCE TO PVC SEWER MAIN
W __ �__ BOZEMAN PONDS \ STA. 76+30
f REMOVED & DISPOSED EXTG B" WATER
rp VJ OF EXYG 8" SEWER MAIN CROSSING
PROPERTY LINE PIPE
EDGE OF SECTION LINE DITCH (PROTECT)
- - PAVEMENT 178'
SECTION LINE-- - -_ -- EXrG 21' PVC
WIN
_ cn 21` SDR35 rn SEWER MAIN
21 SDR-35 4
$ $ PVC SEWER $ FLOW $ g FLOW o PVC SEWER
w w w EXTG 1TER MAINw 177' v FLOW
Y
-- -CURB & GUTTER (TYP FOWLERAVE. , u Exrc uc
'- PHONE LINE
c -
O® W R.O.W. I EXTG UG GAS LINE
[� EXYG -°
SIDEWALK EXYG WATER EXTG WATER
Qi =I VALVE (TYP) MAIN Q STA. 76+42.73
Q STA. 72+00.16 EXYG 60" MH OSM-14
'd 60" MH OSM-12 NEW 48' SANITARY SEWER rWr
.-1 MANHOLE, OSM-15 CAPPED EXYG.
APPROX. 21' SEE COB STD. OWG. 02720-3 8" SEWER MAIN FROM
HORIZONTAL SEPARATION 60' SANITARY STA. 73+14.67, OFFSET 13.20 RT. STA. 73+20 TO EXTG FIRE
COB SEWER MANHOLE H RIM 4847.69 STA. 74+20 HYDRANT (TYP)
CEN TERLIOF NE MAINSNTERLINE 02720-4 TYP. OF 2 IN V. OUT = 4836.91 .a
i CONNECTED TO EXTG 8" PVC
PLAN VIEW- SEWER OUTFALL- MIDDLE SECTION
U
a
10
nu? rnn0 rn
n oD<n Oa
n°Y° ~ as
It N U It
�001Dv}. �r�...F
+�z� O+wzz�
IIKWK II�KK U 110=0=
4855.0 �z3 VI z z x �zz4855.0
EXISTING
GROUND j�
4850.0 -� 4850.0
EXISTING
GROUND -
PAVED _ - - -
ROADWAY _ - -17
4845.0 20_.00 LF OF 4845.0
- ttt STA. 73+15 TOP OF TOP OF 21in. DIA. SDR 35 PVC
EXTG 8' SDR 35 PVC_ f-ABANDONED PIPE -ABANDONED PIPE SLOPE 5.30%
S.S. MAIN SEGMENT ' ELEV. = 4837.79 ELEV. = 4839.06 STA. 76+30
REMOVED 412.5 LF OF 21in. DIA. _EXT'G 8" WATER MAIN
4840.0 _- _-- _-_ I + - 35 PVC 4840.0 - TOP OF PIPE
ELEV. 4845.33
E = 1.18% z
SL � 2.6' �
4835.0 _ - _ 4835.0
CAPPED EXTG,
8" SEWER MAIN FROM
STA. 73+20 TO,
STA. 74+20
4830.0 OFFSET LEFT 4830.0
c
6
4825.0 4825.0 d
E
Y
N aOa 01 n w O �O O 0pppop O m °ppD n R
DRAWING��®R� c
N Y Y ~ f v < 7 v01 pd oo
p8 p8 S 8 08 p8 p8o 8 S 8 S S 8 8 In
N 8 � O N O N 8 N O N O N S < _
+ + + + + + + + + + + + CITY DATUM AESI DATUM - 19.45 FEET
P O O N N n n ♦ a IA h b m i -
.D
(SEE NOTE ON SHEET CO-2)
PROFILE VIEW- SEWER OUTFALL-MIDDLE SECTION
N0. P[d',ir>I" DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT N:04-170.51 SHEET
0 50 100 O 5 MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE C;ItE
DATE: 11/28/06
BOZEMAN.MT 59718 Civil Engineering C3-9
MIDDLE SECTION STA. 69+50 TO 76+43 PHONE(606)5285-0p21 Geotechnical EngineeringFAX n
- - PROJECT ENGINEER: PJS DRAWN BY: LJG www allmdengineedng co Land Surveying �^„°,�;;E;R���_= MEADOW CREEK SUB.
`'_��•�° BOZEMAN MONTANA
---- -- - - DESIGNED BY: BDA REVIEWED BY: PJS, JDB ` 1 an,,.oror`' SEWER OUTFALL
20.50'
—VARIES (MH-04 TO MH-06) - - - 29.50'
& (MH-06 TO MH-07) r-- 12.00' ;
-- 6.00' -1- 6.00' p
SIDE SLOPE EXTENDED AT A PROFILE
4H:1V TO EXT'G GROUND OR AT A GRADE LINE- }{
VARIABLE SLOPE TO WEST TOP OF NATIVE BACKFILL VARIES
v BANK OF SECTIOts N LINE DITCH. L%SLOPE_ 29. SLOPE SIDE SLOPES ~
EXISTING
6• BASE-COURSE GROUND /
- ---------- - - 12-- ------------ -----
- -------� 4 �4;i- `
SUB-BASE COURSE
SECTION LINE IRRIGATION DITCH
GEOTE%TILE
j
FABRIC
------ APPLIES TO:
MIDDLE SECTION STATION 35+23.84
TO NORTH EDGE OF SIDEWALK OF
WEST BABCOCK STREET, SPUR TO
CASCADE STREET & SPUR TO
MPW TYPICAL MH OSM-04
022Ha UTILITY TRENCH
A SECTION 2 SEERIN'MA -
W
cT 7 ACCESS ROAD RECORD
LOOKING SOUTH
D 2 4 6 - T DRAWING
I
SCALE (FEET) CITY DATUM - AESI DATUM - 19.45 FEET
(SEE NOTE ON SHEET CO-2)
4' BOULEVARD-1--
x
� I>
I�
Exrc SIDEWALK-
FOWLER AVE. 10
FUTURE CURB- p
1 BY OTHERS a
5 STA. 32+98.49
` -- APPROX. 29 FT.— TRAM TION 60" MH OSM-03 N
S
T7
0
- � 24" SDR 35 PVC SEWER N
12' SAW CUTDROP CUR
1
12' ACCESS - -- -- - - - -- - , - FOR DRIVEWAY —' r �-
GRAVEL ROAD (SEE COB S .
DETAIL 02528-1) a SECTION LINE
i m SECTIO FLOW
TD N LINE g
6' �
�
L 2.0' CENTER
� OF PIPE TO 24"SDR 35
SECTION LINE 36" PVC PIPE PVC SEWER
END GRAVEL ACCESS ROAD FOR RELOCATED DITCH
EXT'G 60' MH OSM-07 AT BACK OF SIDEWALK 5' BY OTHERS
N - 525227.1 TRANSITION (SEE ENGINEERING INC'S
E - 1564865.8 RECORD DRAWINGS)
ACCESS ROAD MATCHED g
TO BACK OF SIDEWALK 24" SDR 35 PVC SEWER
6" OF M-4000 CONCRETE� � 12' GRAVEL
WITH 1.5 CBS. FIBERMESH PER -- Y
CUBIC YARD WITH A MIMIMUM 3" OF STA. 33+50.82 �" ACCESS ROAD
WASHED ROCK BELOW SIDEWALK 60" MH OSM-04 j
6' EACH SIDE OF ACCESS ROAD d
CENTERLINE. SEE COB STD. DWG, 02529-11 �
� SIDEWALK ''-2ECUR
DETAIL
o s 10 15 B 0 10 20 30 IRRIGATION DITCH CROSSING =
[ L� DETAIL
c;7 SCALE (FEET) ACCESS ROAD APPROACH SCALE (FEET)
NO. REVISIONS DRAWN BY DATE PROJECT N:04-170.51 SHEET
SCALE AS NOTED 4 MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32DISCOVERYDRIVE Civil Engineering = _ DATE: 11/28/06 C3-10
oMx BOZEMAN,MT 59718 g g
MIDDLE SECTION - ACCESS ROAD DETAILS PHONE(406)582-0221 Geotechnical Engineering
,z .. FAX(406)"2-5770 ALLIED r
PROJECT ENGINEER: PJS DRAWN BV: LJG BOZEMAN MONTANA wvrwallletlenglneanrgcom Land Surveying �^;�„E,R�^�+ �' MC SEWER OUTFACE
DESIGNED BY: BDA REVIEWED BY: PJS, JDB 1 a•..wr.or`' ACCESS ROAD SECTION
w
- w
Ir
LL
DISCOVERY DRIVE I
r-
IJJ
� I
W O -_ .. I F
w ix +�
w r
N Y
F 2 U
h OJ
U
w ZLL
OO -----� - - --
J ENTERPRISE BLVD. P t
oxx
0 G 4\5
-0ON
00
- J
SHEET C3-17 F- -
'fH A's'E. FVC SEWER M+ti
1
- M
_ V
E,y GENERAL SEWER NOT S:
W - 1. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (TYPE "A").
w
UNLESS OTHERWISE NOTED.
J; 2. SEE SHEET CO-2 FOR PROJECT CONTROL POINT
COORDINATES AND ELEVATIONS.
3. GRAVITY SEWER PIPE
A, ASTM D-3034 NTH AN SDR OF 35 FOR 4" TO 15' PIPE.
B. ASTM F679, T-1 WALL THICKNESS (SDR 35) FOR 18"
TO 27" PIPE.
- 4. AERIAL PHOTO IMAGES FROM THE CITY OF BOZEMAN GIS
DEPARTMENT- IMAGERY WAS COLLECTED IN APRIL 2004
BY MERR';CK AND COMPANY
CITY DATUM = AESI DATUM - 19.45 FEET
(SEE NOTE ON SHEET CO-2)
MANHOLE COORDINATE TABLE
U, ;-ATION N-t-nN- EAS'ING -'EE_RPTICN
M
- GARFIELD STRE; "c STUCKY ROAD
V 20+00.00 521226,80 156490508 EXT'G 60" MH OSS 00
22+83.06 520943.80 1564899438 6C" MH OSS 01
(?� 27+83.06 520443,90 1564889.32 60" MH OSS 02
W 32+82.97 519944 C-S, 1564879+26 60" MH OSS 03
37+82.97 519444 1564869,20 60" MH OSS 04
41+61.88 5' 1564766,15 60" MH OSS 05
SHEET C3-12 _
45+25.01 5'E-- 1564667.39 60" MH OSS 06
SHEET C3.13 I 50+11.64 518243.59 1564657 66 60" MH OSS 07
FUTURE SHEET C3-14 55+11.64 517743.69 1564647,66 60" MH OSS 08
--------- - ----- --� F�wLF 60+1164 517243.79 E 4637.66 60" MH OSS 09
_ I? STUCKY K:;AC
AVENUE FOWLER LANE s2+n.2c 517242.33 156484322 60" MH OSS 10
FOWLER AVENUE 1 - - - - __-- . . 67+17.20 517238.76 1565343.21 60" MH OSS 11
Y'► 72+17.20 517235.20 1565843,20 60" MH OSS 12
W j 77+17.20 517231.64 1566343.18 60" MH OSS 13
z �6� 1 82+17.20 517228.07 1566843.17 60" MH OSS 14
w 199, 87+17.2C 517224.51 1567343.16 1 60" MH OSS 15
Z STUCKY ROAD TO MEADOW CREEK SUBDIVISON -
LL 91+17.20 516824.64 1567332.94 60" MH OSS 16ILL
-
95+17.20 516424,77 1567322,73 60" MH OSS 17 -
_ �����--'qqvv� 97+29.30 516212,74 1567317.31 60" MH OSS 18
X JLJC®RD 100+42,11 515900403 1567309423 60" MH OSS 19
J�RAWING '04+44.20 51585094 1567705.56 60" MH OSS 20
�y� '05+95'8 515850.94 1567852.94 60" MH OSS 21
NO, REVISIONS DRAWN BYJ DATE 600 900 PROJECT #:04-170.51 SHEET
. : MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE DATE: 11/28/06 C3-11
> BOZEMAN,MT 59718 Civil Engineering
SCALE (FEET) SOUTH SECTION - SHEET LAYOUT PHONE(406)582-0221 Geotechnical Engineering s-SHEET LAYOUT DWG
�o+neo a FAX 1406)582-5770 A L
)ECT ENGINEER: PJS DRAWN BY: LJG waw.all�edengineennpcom Land Surveying EMINEERIWI MEADOW CREEK SUB.
«� BOZEMAN,MONTANA
LLSIGNED BY: BDA REVIEWED BY: PJS, JDB ' ..»..=r`' SHEET LAYOUT
o � V r
MSU PROPERTY CITY DATUM = AESI DATUM - 19.45 FEET (w o
z RECORD (SEE NOTE ON SHEET CO-2) H INSTALLED z STA. 4201LF.
DRAWING p F 2" CMP CULVERT- F
.Z � � � SLOPE = 1.007G
(� EXTG 21" PVC a p U 5 Q
`-I a SS MAIN STA. 20+99.65 z
ly STA. 20+00 INSTALL 20 LF, A
EXTG 60" MH OSS 00 12 CMP CULVERT C3.19 c� r7 M M
SLOPE 1.00lG
EASEMENT
U U
-• -.-.-NEW FENCE.-._._ _.-.-._._.-.-. .-.-.-.-.-._.-.-.-. .- ._.-._. NEW FENCE.-.-
STA, 20+24 1 LF OF 12" PIPE
BE 12' GRAVEL
ACCESS ROAD 180' 15' ACCESS ROAD FUTURE FOWLER LANE 180' STUB THEDEAST -1
GIN GRAVEL 90. ��
r------- --------------- --- ------------ - -- ------- -- -- ---- - ----------- --- ---- - -- --- ------- -- - ----------- -- _ - - - FLOW- ---
PVC SEV&K -PVr SEWER
_ - -- PVC SEWER _PVC SEWER_ _
--FLOW-a ---------� -------- N-------L W-N- _d __ N N --n---- LOW n -- --- ----- -
-- - -------------------- - - --- - 7- - --- - ----
------ --------- -----
- -- - - -'- -' - E%TG FENCE REMOVED ,--•- -•- 15' STA. 27+83.06 STA. 32+82.97 - -
STA. 24+79 STA. 26+64.07 STA. 31+50 60" MH OSS 03
19.5' EDGE 68.65' TO INSTALLED 20 LF, 60" MH OSS 02
OF EXTG $7A. 20+32 STA- 22+83.08 1CTION IN STA. 33+00
SECTION LINE 12" CMP CULVERT SECTION LINE
PAVEMENT 21" SDR35 PVC SEWER MAIN 60" MH OSS 01 60" SANITARY SLOPE - 1.00% EXTG UG-'
CONNECTED TO EXTG 21" PVC SEWER MANHOLE COB ELECTRIC CROSSING
24' EDGE SS MAIN STUB (TYP. OF 3) 02720.3
OF
GRAVELG m l� WETLAND AREA
SHOULDER EXTG \
EXTG IRRIGATION IRRIGATION
WELL-HOUSE LINE
EXTG
STREAM
EXTG 24" CMP
PLAN VIEW-SEWER OUTFALL-SOUTH SECTION CULVERT
4900.0 - - --- -j m a0 49000
g vS
12" CMP
e o PVI STA. 32+82.97 CULVERT CROSSING
�'O �" `$ 8 n n,-, g+ I;� + IE = 4893.84
coo Z
a,m PM ELEV= 4895.11
4895.0 X �o� O It Ne a -0 ~ -N - - 6z _ \\
4695.0
7N 1
m2 � 0 -----
+ z } + -__
-
Iltt Za K 11-W �N II - N fN 11 Ix - - -
a�� 5 S a S S o42 w! a s ---
-
4890.0 �_ a a i a a ova _ _ - ---- - a890A _
FINISHED GROUND - .- ' EXTG UG ELECTRIC
PROFILE LINE- _-_-- EXISTING \-LINE CROSSING
CENTERLINE OF GROUND DEPTH UNKNOWN
GRAVEL ACCESS ROAD SLOPE = 0.95%
495.00 LF 4885.0
STA. 20+24 --
BEGIN GRAVEL --- 12" CMP DIA. - 2111, 35 PVC
ACCESS ROAD _- ---- CULVERT CROSSING 1.35%
ELEV. 4874.87 _ -- -'- IE - 4883.58 494 91 IF SLOPE
W it 488.0-0
_ - = 21M.SDR 35 PVC co cai n
EXISTING DIA. „ o
_ r GROUND z
4875.0 I 1,719. __- ---. _ °,-^?�a 4875.0
LF a vm m m p ;„
12" CMP 495.00 0+w zp mg
CULVERT CROSSING
IE 4875,35 SDI 35 PVC a e ��
21mn 'o��zz ^�
4870.0 DIA 0 V)a�� 4870.0
248.56 LF SLOPE 1.001E
4865.0 _ 21III_SDR 35 PVC
DU. _ - - - - - - - - -- 4865.0 €
� EXTG 29.5 LF
21" SDR 35 PVC
SLOPE - 1.00%
4860.0 DIA. - 211n.PVC 4860-0ui
9
o n °► o a a + n n a s n o n N o o
8 8 8 8 8 8 0 8 8 0 8 8 0 0 8 8 8 8 0 8 8 0 8 0 0 0
e 8 8 8 8 8 S p pp pp pp p R 0 8 8 8 8 8 8 8
In
N N N N N N N N N N N N N N N N N N
a
PROFILE VIEW- SEWER OUTFALL- SOUTH SECTION �
REVISIONS DRAWN BY DATE ri0R120NTAL SCALE FEET RTICA sCA F T PROJECT #:04-170.51 SHEET
0 50 '°° ° 5 '° MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE - DATE: 11/28/06
BOZEMAN,MT 5971E Civil Engineering _ C3-12
SOUTH SECTION - STA. 20+00 TO 34+50 PHONE(406)582-0221 Geotechnical Engineering f
ra.�meo vc FAX(406)582-5770 A LiED F
PROJECT ENGINEER:PJS DRAWN BY: LJG wwwalliedengineennp.com Land Surveying yMO. .jMEEyRINO MEADOW CREEK SUB.
BOZEMAN MONTANA
DESIGNED BY: BOA REVIEWED BY: P.S. JOB 1 °�....°pM`'`; SEWER OUTFALL
z CITY DATUM - AESI DATUM - 19.45 FEET f ./ r,:�• _=
(SEE NOTE ON SHEET CO-2) RECORD X,^ TitEAM '- n�
C COB 60" SANITARY MSU PROPERTY DRAWING
SEWER MANHOLE •' 1 ', ,'
M 02720.3 (TYP. OF 3) 7 WETLAND AREA I
, •NEW FENCE 12' GRAVEL i' '/' ,' ,' ,' •' •" ••,' ✓ `� ',� •'•••'••• `�
.-•-�,�. ACCESS •• • i _i..�••�, 'WETLAND �\ •-�
W �,�•� 30' SEWER STA. 41+09.26 AREA
��. STA. 37+82.97 �� STA.EXT'G
181 1 \ n n
-EASEMENT �� , INSTALLED 32 LF OF 2a' _ 1 � G w w
60" MH OSS 04 ��� _�-_ REPLACED EXT'G 18" •• '' {
�, � ,�•�'-• ___ - _ -15' � EQUIVALENT RCP ARCH, CLASS 4 � • ,'� F,'4• �,` r •� ___
CULVERT (28.5"x18') W/FETS, A CMP CULVERT h 1 - O�j w �_
L - --- ------- i• (LENGTH INCLUDES FETS) INSTALLED 42 LF, 18" RCP
NEW FENCE ! SLOPE = 1.00X CJ-19 CLASS 4, CULVERT W/ FETS, 1 1••• +'• <'
_ _ CULVERT INSTALLED 6" BELOW (LENGTH INCLUDES FETS) ` , • t• :-
�_ _ - _ - __•____----- 165' --__ n-- .-__ _ _. - -_ �180' STREAM GRADE '�.��� SLOPE = 1,71%
15' -_1 - - i �'�x�r �r E TG FENCE 19.0' F W r
REMOVED FENCE ,T STA 37+82.97,` •' TR NCH PLUG ,' •' j.r - I FOWLER""«�C 1" pp---____ SECTION LINE
168 49' TO S A. 39+96.68 - _ -- -
11.0'
• ��'. ,SECTION LINE _ .�tY ••,'',• • -f- � - 65'
1 STA. 34+75 , WETLAND AREA i'�G Z ,' = �-s ••.-._r" •- �_._.� _-- _-_+__--`----
168.53' TO 6+24.30
J
�' _ STA. 4
SECTION LINE ' ' �~ STA. 44+49.81 EXT'G DITCH l
• - ---- SECTION LINE II I STA. 46+60.18
• CROSSING '�•
• CROSSING II REPLACED EXT'G 18"
STA. 43+37.87 STA. 45+25.01 CMP CLASS 4, CULVERT
•� - -- EXT'G DITCH 60" MH OSS 06 INSTALLED 18 LF,
• '', - STA. 46+60.03
STA. 41+61.88 CROSSING 18" RCP CULVERT
TION LINE EXT'G DITCH-/
•��� �-��f SEC 60" MH OSS 05
-, STA. 41+08.87 J CROSSING W/FETS, (LENGTH
���/// iM • �,i' FENCE EXT'G STREAM CROSSING INCLUDES FETS)
� •1 .-�,�. EXT'G SLOPE = 0.787G
�' '• 1 -' PLAN VIEW-SEWER OUTFALL- SOUTH SECTION _HAGGERTY PROPERTY 37
4920.0 4920.0
o n REMOVED h REPLACED
N d 18" RCP CULVERT
+O CROSSING 1
4915.0 ,^o Mo IE - 4909.59 I 4915.0
r �IdM no>tl; o N•n-�D REMOVED h REPL;AC-rE D
J18' RCP CULVERT n CROSSING
r!H w --
f
n + IE 490 .24a
4910.0 a -
4910.0a 8
ti 0
OK8 FINISHED GROUND 24` EQUIVALENT RCP ARCH > 10 +MEE - -- I I EXISTING
PROFILE LINE, = r-� 1
rn II CULVERT(28.5"x18")-� y1 I7 II __--_- GROUND
rl� CENTERLINE OF IE - 4900.36 i• d �
5 5 o zz GRAVEL ACCESS ROAD S S 0�-�__
4905.0 0 0 a s .n ms__ M a ,o I,)z_- 7'� 4905.0
+ - ----� _ - ----- - --
LF
__ -- ---- SLOE`30%
4900.0 w --
4900.0
a 0. _ - - - --- FLOWABLE FILL - -
_ TRENCH 39 PVC
EXISTING PLUG 1.58% pIA. 21in.SD
----- ---- GROUND SLOPE
355.13 LF
4895.0
MW
21in SOR 35 PVC
e
DIA. n
SLOPE _
0.867G M o
4890.0 373.91 LF ' V
V).68 n n 4890.0
}YZ
21in.SDR 35 PVC x ib d
DIA. -
a�
4885.0 0 Hre-Z
a a
- 4885.0
48800
4880.0
f eD n 'm f A f P f O 'O f O /! N N N co O N P N O
1� 1A N 10 p
8 0 5Sp 8 8 S 8 8 8 8 8 8 8 0 8 8 0 0 8 8 8 8 8 8 0 8 8 8 8
VOI O i(f O S O S O N S N 8 N O UOi S S S S S 0 O N S S O S S N 0
+ + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + •Q
•n S 10 ID M -0 M h M d < + + O Y C f < < < < < + <
PROFILE VIEW-SEWER OUTFALL- SOUTH SECTION
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEETVERTICAL SCALE FEET PROJECT �:04-170.51 SHEET
0 50 1°0 0 5 10 MEADOW CREEK SUBDIVISION - SEWER OUTFALL IZ DISCOVERY DRIVE DATE: 11/28/06
BOZEMAN,MT59718 Civil Engineering C3�13
SOUTH SECTION - STA. 34+50 TO 49+00 PHONE(40615-5770 1 Geotechnical EngineeringFax Iao6I582-sn° (;L]�LIED
PROJECT ENGINEER: PJS DRAWN BY: LJG 'u.+^ wwwelhedengineenngcom Land Surveying ;110�;;,�'�� MEADOW CREEK SUB.
BOZEMAN,MONTANA
DESIGNED BY: BDA REVIEWED BY: PJS, JDB M..,,•„op`' SEWER OUTFACE
0a a9
Z Z I
/ z 41 I Yi
(••� .�G STA. 60+50.92
EXT'G 24" CMP U l r +
F-� v I }� OVERHEAD
CULVERT, CROSSING
STA. 53+88.74 I� i Na I POWER LINE
INSTALLED 36 LF OF 24" fl I STA. 60+59.92
RCP CLASS 4 CULVERT_
U U W/FETS MATCHLINT SHEET 0-15 I I 4 I EXT'G UG
WWETLAND A (LENGTH INCLUDES FETS) B SHEET C3-14 I \ II AREA SLOPE - 2,89% EXT'G IRRIGATION C3-19
64
0-19 DITCH ABANDONED-' STA. 60+S 09 I
WETLAND_ _ 60" MH OSS 09 0
C� 30' SEWER AREA .-
1 - .- _ _ _ STA. 59+96.45 4 • �' -
19.0' EASEMENT - �--, _ 1 LF OF 10' PIPE
PROTECT E%T'G FENCE - --- - .- -- - •-•-- END GRAVEL ACCESS ROAD �_ --- 1 , _STUB & END CAP
SECTION LINE 18O' --1 .- -�.- -._ _ _. -- - - -- - --
• -T• •- - -" r` '-- --. -r 1 _ t�• SECTION LINE �'��•- -' �- TO THE SOUTH
--� ,. FLOW -. 01,E
FUTURE - 90 FOWLER LANE
SEWER
- --------- 1--- -y-- --- -- p FOWLER LANE ----- ------ =-- -----'- --------- - -- ---- --------- - - POWER PO---
LE
(TYP)
E%rG 24" CMP
I P CULVERT
STA, 50+11.64 72' GRAVEL
ACCESS ROAD I t LF OF 8" PIPE
60" MH OSS 07 L STA- 55+11.64 RELOCATED 0
I IRRIGATION-
DITCH w STUB h END CAP
60" MH O55 OB REMOVED EXT'G CULVERTS (2) �'3� I TO THE WEST
',60" SANITARY h INSTALLED NEW CULVERTS (2) ' z I
aWER MANHOLE COB "U 0 STA. 60+20.27 h
(TYP. OF 3) 0272(1.4 NEW BOTH CULVERTS t HAVE ROSCOE J ; u ;
(� STA. 60+20.27
LATERAL HEADGATES d N p EXT'G UG GAS LINE
� P a I CROSSING
n ml
HAGGERTY PROPERTY
�I wI
I�I
III �I
ZI NI
STA. 59+96.45 FINISHED GROUND
PLAN VIEW- SEWER OUTFALL-SOUTH SECTION END OF GRAVEL -PROFILE LINE OF
ACCESS ROAD PAVED ROAD EXT'G UG PHONE
- - LINE, DEPTH UNKNOWN
m
4935.0 _ �� PVI STA. = 60+11.64 3.55 Li - 4935.0
cirn PVI ELEV = 4932.57
a
d n PVI STA. : 59+96.45 -018X
PVI ELEV = 4931.53 - ---
o oa Z
4930.0 ✓� .Y�m 4930.0 EXYG 24" CMP
1)o - - m „ p. o+°�'zb _ -.. t CULVERT
a oa m a d FINISHED GROUND F x na�� IE 4925.73
w m PROFILE LINE, N w
w _ 6 n a CENTERLINE OF S
4925.0 a ,�-�z < II ° GRAVEL ACCESS ROAD a IL •,o &?z -- _
4925.0
m.
- - --- --
APPROX
.
� o+�zs w EXISTING EXYG UG GAS 3.76'
4 x a - GROUND LINE, CROSSINGg~ w aa DEPTH UNKNOWN 200.56 LF
49200 4920.0
SLOPE A 0.21%
----- -. - -- . - - -- -- 0
--
D-�owArn=��a 2
7in.
SDR 324' RCP CULVERT I
EXISTING_ G PVC
GROUND C 9
IE 49108 495.0
4915.0 4915.0
SDI 35PVG
FA DIA• 21in. ofmo 0
15114 ON O
nSLOPEco
4910.0 495'00 L 'n
4910.0
11 It
O+�ZpZ2
Q < x0 21M.SpR 35 PVC w w c a
DIA = N w rn
4905,0 _ _ - - - -e.a - - - 0.CL in ziiii
-- 4905.0
4900.0 4900.0
f
of rnS 'n !cdd w 'w ~ o n � �wi h �n m n n 4md ^ a CITY DATUM e
W g g 3 3 g g T g a g AESI DATUM - 19.45 FEET
0 8 p8 8 8 88 8 8 8 8 08 S 8 p8 0 8 o S p8p 8 8 8 8 0 (SEE NOTE ON SHEET CO-2)
O ,On 8 8 N 8 59 8 O 8 8 S O N O N O N 0 N O YOI 0 {
O) Ol + + + + N N •� n a + 0 + + + ^ w m m m O O +
a ♦ �i � � N � ,n In RECORD R
TT�� � TT
PROFILE VIEW- SEWER OUTFALL- SOUTH SECTION �J[�L�W1NG s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT y:04-170.51 SHEET
1 STUCKY ROAD GRADES BDA 3-27-Ofi 0 50 100 0 5 10 MEADOW CREEK SUBDIVISION - SEWER OUTFALI. 32 DISCOVERY DRIVE (Afoh
DATE: 11/28/06
rw�a BOZEMAN.MT 59718 Civil Engineering �� �I d
.�� SOUTH SECTION - STA. 49+00 TO 61+00 PHONE(406I582-0221 Geofechnical Engineering YT
FAX Wo6)582-5770 IED
PROJECT ENGINEER:PJS DRAWN BY: LJG www emeaenglneenng corn Land Surveying MWEE"RWG - i'1EADOW CREEK SILT.
BOZEMAN MONTANA
DESIGNED BY: BOA REVIEWED BY: PJS, JOB t ati,«neP`J SEWER OUTFALL
I W
� x
STA. 70+41.38 l•'"'
II EXTG 24" CMP 'Q 1
CULVERT CROSSING
STUCKY ROAD RECONSTRUCTED CONVEYS JURISDICTIONAL
U M
U U FROM 10' WEST OF C STREAM
60" MH OSS 09 TO 10' C3-19 U U
i1 W W STUCKY ROAD EAST OF 60" MH OSS 15 STUCKY ROAD
II CENTERLINE POWER POLE CENTERLINE W W
EXTG FENCE 57q. 72+59.23 F F
1n VJ STA. 64+86.33 //////"""(TYP) STA. 69+96.39 EXTG OVERHEAD rCULV 18" CMP W
-_-_-- OFFSET 3.66' LT OFFSET 3-40' LT ppWE CULVERT CROSSING
180' NORTH EDGE 60' R-O.W. _
--- � '- - FLow ----- -8 ---- --- - 8- - - mow--- ------ --- ST TCKY a ROAD - 8 -- - -- $ -- - -- - ---g- - -g---- ----g
-mow _ _ _ _ 8 8- _ FLOW _
- - -- N _ - n SECTION LINE 7 SDR3 _ q -. __ _ _ -. _ -� _ _ _ _ tt
W 2 PVC SEWER '0 aD COINCIDENT W 'o PVC SEwPVC SEWER n n SEWER / � _ --- -COINSEDWERWVC SEWER- - ----- - --- >�t--.,- ------ -�-- - -- - T = �===- -- =----------- ------------- ------ --- ------
SOUTH EDGE 60' R.O.W. S CENTERLOINEeI �• STA. 73+67.74 STUCKY ROAD EXTG FENCE TA 7 +1 1 STUCKY ROAD - S . 2 3. 7 STA. 62+17.20 EXTG 24" CMP
60" MH OSS 10 CENTERLINE CENTERLINE OffSET 5.49' LT CULVERT CROSSING
I� STA. 62+17.39 STA. 67+17.36 EXTG OVERHEADI I OFFSET 3,63' LT OFFSET 3.54' LT ST POWER
EXT'G O STA. 72+17.20 STUCKY
ROAD
I I STA. 67+17.20 ! POWER CROSSING 60" MH OSS 12
\60" SANITARY LINE
60' MH OSS 11 STA. 74+20.20
O I 15EWER MANHOLE CO OFFSET 4.89' LT
B
LL I (TYP. OF 3) 02720.4
RECORD
I
I
DRAWING
PLAN VIEW- SEWER OUTFALL- SOUTH SECTION CITY DATUM - AESI DATUM - 19.45 FEET
(SEE NOTE ON SHEET CO-2)
J
0
J J 0
0 n a r N N
--!2-, h O1 1^O N
001 -_- -
,7 Na a Nr O1 to Ol pppppp N♦ O
p H n "� YY M N a p 0 OON all +�
i NN+H�YC _ a. < _ +m h }O. O13 �ON 00r+ nh
W4940.0 + N3. n-N aA
-- __ _ 49 .0
O ++ nz 4A
n > > EXTG 24" CMP II > N a� a FINISHED GROUND a II II q�'- N N W EXTG 24' CMP 4>FINISHED GROUND r J 2 N nr EXTG 18' CMP �^w CULVERT,
o �mm N PROFILE LINE OF II j > CULVERT, CROSSING- N w PROFILE LINE OF w {�y,�, CULVERT, CROSSING 5 5 CROSSING
In w ,0 �zz d PAVED ROAD > N $ �?� a a a a IE = 4929.40 a 5a PAVED ROAD i a5 10
4931.08 a a IE 4930.91
4935.0 Sa In w N w _5 S 0.64% -0.11% 4935.0
55 55 an - --- '
-
o.aer. -
a a a o_ 0.41% -- --- - ----
-O.tB% -O.aSx 0.09% ---- ;
-- ---- - -- ---- ---- --
4930.0 - - -- - -- -- - -- - n- --- ---- I - ---� 4930.0
T� EXISTING APPROK. APPROX.
EXISTING APPROX. GRAVEL
GRAVEL ROAD 6.10' S.71'
ROAD 5.10' 495.00 LF
4925.0
- _ 495.00 LF SLOPE - 0-21X SLOPE 0.21% 4925.0
495.00 LF SLOPE - 0.20%
4920.0 DIA. 271n.SDR 35 PVC DIA. = 27iaSDR 35 PVC '
49200
DIA. - 271n.SDR 35 PVC - - - - - - - - - - -
r<
4915.0 1 4915.0
G
c
_ _ a
♦ n n o 0 o a o o N r w a n�{ ♦ Ao h M o o Y n r1
YS .' n a
gIn
8 8 p8 8 p8 p8 8 8 8 8 8 8 8 8 8 8 8 p8 8 p8p p8 p8p 8 p8p 8 8 p8 8
8 N O N 8 8 8 Y0 8 N 0 0 Ln O N 8 N 8 8 8 O O N
+ + + + + + + + + + + + + + + + + + + + } } + + + + + +
N N n n a a o o - f0 h 1 eJ w m 0 O O N ^ 17 Y1
{0 VJ w 10 w w VJ t0 f0 1p 10 10 10 l0 10 10 10 10 n 1�
PROFILE VIEW- SEWER OUTFALL- SOUTH SECTION
�i
N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT N:04-170.51
SHEET
1 STUCKY ROAD GRADES BDA 3-27-06 0 50 100 0 5 10 MEADOW CREEK SUBDIVISION - SEWER OUTFALL �- /28/06
B DISCOVERY DRIVE DATE: 11 ��-��
rw.� OZEMAN.MT 59718 Civil Engineering
SOUTH SECTION - STA. 61+00 TO 74+50 PHONE(406)582-0221 Geotechnical Engineering
FAX(406)582-5770 A L D
PROJECT ENGINEER: PJS DRAWN BY: LJG BOZEMAN MONTANA www.emede4neenng.com Land Surveying ;",°�1;EFRINO MEADOW CREEK SUB.
DESIGNED BY: BDA REVIEWED BY: PJS, JOB °j•+1»rroM`� SEWER OUTFACE
C Q
Z �+ STUCKY ROAD RECONSTRUCTED STA. 87+17.20 S
FROM 10' WEST OF C 60" MH OSS 15 7Qt
60• MH OSS 09 TO 10' C1-19 STUCKY ROAD 1 LF OF 24' PIPE
U U EAST OF 60" MH OSS 15 CENTERLINE STA. 87+09.69
STUCKY ROAD STA. 85+53.44 STUB h ENO CAP
EXT'G 24" CMP TO THE EAST
(ia W CENTERLINE OFFSET 1.48' LT CULVERT CROSSING
STA. 79+99 40 POWER POLE STA. 86+91.89 EXYG UG
1n � OVERHEAD OFFSET 5 33 LT (TYP) I EXT'G UG�ING
PHONE LINE
POWER LINE
_ EXT'G FENCE NORTH EDGE 60' RO.W. — —————•--J --- LINE CROS PROPERTY BOUNDARY
_-- --- --- - _
� �_ —w-«�� --- - r :_--- -
EDGE
- FLOW - - _-- ---------- -- - -- o - FLOW - --- ;� 30' STUCKY oe ROAD - - - --- -- -- Or-
ILL_----- g --- �8---- -o - - ---- ,1 PEXISTING
AVEMENT
k!gq- - - - - -
-^---------- SECTION LINE - - o- - - -- - -- - co - 27 SOR _ - - - - - - _� --- ---r�-------- _ �o NARY
_COINCIDENT W PVC SEWER �` 1` PVC SEWER $ 30' g to Yo �---PVC SEW't� -'a$ SECTION LINE
/- •.-»- -----_.«-«_..-»- ..-»._ .. .»-- COINCIDENT W/
----- SEWER —r= ,—! T- ,—. .. »-..-»- »-«-- - - - - - - - - - - 0• 90• -
«�. .. « .. » » « » SEWER -»-,._..- -
STOCKY ROAD - ------ OVERHEAD- - SOUTH EDGE 60'•R.O.W —— —• —• -
CENTERUNE EXYG FENCE POWER LINE EXYG UG GAS LINE STA. 87+53.76
STA. 77+18.45 15' SDR35- J
STOCKY ROAD A EXTG UG GAS
OFFSET 5.58�LT CENTERUNE PVC SEWER I It
LINE CROSSING
60• SANITARY $TA. 82+16.84 SHEET C3-16
SEWER MANHOLE COB OFFSET 4.91' LT �'1ATCHLE SHEET'C3-17 �88
STA. 77+17.21 (TIP. OF 3) 0772D4
60' MH OSS 13 STA. 82+17.20 I I� I �� EXT'G 1B" CMP
60' MH OSS 14 I I I CULVERT
I
i t�x�
n
PLAN VIEW-SEWER OUTFALL-SOUTH SECTION RECORD CITY DATUM AESI DATUM — 19.45 FEET
DRAWING (SEE NOTE ON SHEET CO-2)
w
1'irn n „ vtw O 'om
N♦ 14 J O N�
1� N
8 �1 � � ON ♦•�11 <
n Y; o grn ♦ YSS. ppa ^1?N ♦I��IY
N �W 8f On +� nW O - -_ 8O _ + ,^w _
+mz o + 404
+m_zb
o vi Ona�� g,'�., m Y Y. x +�� +n T Y iY x arr EXYG UG GAS
+n u x z Y n rn EXYG 24' CMP 2 n
4935.0
m Y z LINE, CROSSING
m a u r <� DEPTH UNKNOWN
d w ,� ��� CULVERT CROSSING d x�-
z z u II IE - 4933.55 to o z
4fl40.0 _ II c ~J -- - - S 4940.0
FINISHED GROUND W of w a s N W FINISHED GROUND EGRAVEL u a LINE, CROSSING
S S EXYG UG GAS
PROFILE LINE OF S 5 s 5 a7s:5n PROFILE LINE OF ROAD - --
PAVED ROAD a a 0. 1 - p 4 -0.507E PAVED ROAD 0.327E DEPTH UNKNOWN - -
4935.0 -0.11x 0.20% ---- -- --- --- -0.17X
- - ------- --- -
EXISTING
GRAVEL
ROAD APPROX.
4930.0 5.27' _ 4930.0
495.00 LF SLOPE 0.19% 395.00 LF
495.00 LF SLOPE - 0.20X
SLOPE -
1.17%
4925.0 151n.
4925.0
DIA. 271n.SDR 35 PVC SDR-35 PVC M
DIA. 27in.SDR 35 PVC
A
4920.0 4920.0
1nl N N N 17 f n O O h In in N O P O O N ♦ iO O15
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 S 8 8 8
8 8 8 8 8 S 8 R 8 S S 0 $ g 8
n n n In° In° n n nco N n n w to to a ,n W cis w .00 OOD
R
7'
PROFILE VIEW-SEWER OUTFALL-SOUTH SECTION
NO. REVISIONS DRAWN BY DAIS HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT /:04-170.51 SHEET
1 STUCKY ROAD GRADES BOA 3-27-06 0 50 100 0 5 10a
MEADOW CREEK SUBDIVISION - SEWER OUTFALL 32 DISCOVERY DRIVE DATE: 11/28/06
BOZEMAN,MT 59718 Civil Engineering 0-16
SOUTH SECTION - STA. 74+50 TO 88+00 Engineering
� -
PHONE(406)582-0221 Geotechnical En ineerin i'
PROJECT ENGINEER:PJS DRAWN BY: LJG www aY,e0�)r�ieenn0corr ALL D _
BOZEMAN,MONTANA � �fl Land Surveying MEADOW CREEK SUB
DESIGNED BY: BDA REVIEWED BY: PJS, JOB ,"-.010 SEWER OUTFALL
� I
I I
I
�o I
' OO ZOI a
i
I
EXT'G OVERHEAD SHEET C3-18 _>'
POWER LINE MATCHLINE----� o: -
t BENNETT PROPERTY SHEET C3-17 I 'W
EXT'G DITCH STA. 100+69.54 I
Ifl EXT'G POWER EXT G OVERHEAD- I• u
4 \ fA TA POLE (TYP) POWER CROSSING I n 4
I EXT'G UG 30' SEWER >
PHONE LINE EASEMEN
EXT'G FENCE STA, 100+60.99 QO 10l W
----��
car --------------------------__ _ i- ,r — —„�„ --.r
_. -` -------- _ _
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-- L�TTTiT1AT _mot-mot-� ----------- --- __ 180 OVERHEAD90, 90d� \ X T'
i VIVl�G ------FLOW- -' - - -- --- - -------- --- —_—_—__
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--COINCIDENT W/. .—.- -- - - �___ m - - ---- --a— -- - --- n- -- —FLOW. - - R FLOW_S.__f ----y-� ------- - POWER
SEWER '— -_�� - --
.—.__ - ,- - ,- - - ----m --�- - ------- --- SECTION U14E PROPERTY
p EXT'G UG CAS 1 _ - 00 COINCIDENT W/.._ BOUNDARY
I I GRAVEL DRIVEWAY RESTORED EXT'G DITCH- 15 SEWER _ EXT'G UG
FROM STA. 87+27.94 TO , ELECTRIC
I I STA. 91+17.20 � �
STA. 100+61,73, 11' RT.J EX
T'G FENCE
I t I 160" MH OSS 16 EXT'G 1a" CMP EDGE OF EXT'G 18" CMP �� EXT'G 24" CMP
WITH 3" THICKNESS OF STA. 95+17.20 STA. 97+29.30 CULVERT� I BASE MATERIAL PER CULVERT GRAVEL CULVERT
MPWSS SECTION 02235 60" MH OSS 17 60" MH OSS 18 `Y
60" SANITARY
.SEWER MANHOLE COB EXTG UG CAS
DO 9fl (TYP. OF 4) 02720-1 1 LF OF 12" PIPE
STATION EQUATION S t i I STA. 100+47.58
11II I I i 60" MH OSS 19 STUB Ae END CAP TO THE SOUTH
Y I
ice' ®�� CITY DATUM — AESI DATUM — 19.45 FEET
Ii DRAWING (SEE NOTE ON SHEET CO-2)
I
PLAN VIEW- SEWER OUTFALL- SOUTH SECTION "
�a
4960.0 rya- - w oo _ 4960.0
bn - Z 00
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m
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a II �;R A'l;l- N VIN
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4955.0 0 no--= _ 4955.0
+rnz0 - -
a �EXT'C UG PHONE
LINE CROSSING,
DEPTH UNKNOWN
4950.0 _ .+en _ _ _ e z?3 _ - I 4950.0
EXISTING _ - -
e GRAVEL
DRIVEWAY \
4945.0 - - 4945.0
391.62 LF
4940.0 307.81 LF SLOPE 0.281i SLOPE = 0.25%
� 49400
207ID- - SLOPE = 0.2M --- _- _ - _ -_ _
DIA. 15in DR 35 PVC
_-- T . = 15in.
DIASOR 35 PVC
SLOPE = 1.451G DIA. = 15In.SDR 35 PVC
m
395'00 LF O w w
4935.0 _ _ M '?M'� 4935.0
p1A. 15tn.S0R 35 PVC
m n n
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4930.0 N .� w 4930.0
-- - - - -- -- -- - --- +a z�--t--
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0 0 0 0 0 $ 0 0 0 $ o 0 0 0 0 0 0 0ma 0ma 0ma 0ma 0ma ma 0me 0ma 0 0
0 0 0 0 8 0 'm<n 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0
+ + + + + + + + + + + + + + + + + + + ^ + + + + + + + +
m m m o O N w n n a v ,n ,n �o •o m m m m o
m m m m m m rn m m m m m m m m m m m m m m m m o 0 0 0
PROFILE VIEW-SEWER OUTFALL- SOUTH SECTION
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL VERTICAL SCALE FIE PROJECT y:04-170.51 SHEET
0 50 100 0 5 10 MEADOW CREEK SUBDIVISION - SEWER OUTFALL DISCOVERY DRIVE Civil
.w . BOZEMAN,MT%716 Engineering DATE: 11/28/06
SOUTH SECTION - STA. 88+00 TO 101+50 PHONE(406)582-0221 Goofechni alEngineering C3-17
+.�x>m.• FAX(406)562-5770 A L
PROJECT ENGINEER: PJS DRAWN BY: LJC BOZEMAN www elliedengineenng com Land Surveying ;;�°KNFE Imo MEADOW CREEK SUB.
�•�••
DESIGNED BY: BDA REVIEWED BY: PJS, JDB 1MONTANA a.•...n•r`" SEWER OUTFACE
BENNETT PROPERTY
11 STA. 102+85.28
199 M�) E%T'G OVERHEAD
U
Ij POWER LINE CROSSING f
60' SANITARY
�. - STA. 101+74.00. OFFSET 12' RT f COB SEWER MANHOLE r
.t. oc SEWER SERVICE STUB p2720.J (TYP OF 2) a GENESIS
.
E-. 12 LF OF 4" SOR35 PVC I o BUSINESS
U U r STUB INVERT - 4950.93 PARK
SLOPE - 2L TO 4% m z
END MARKED WITH 4"x 4' STA. 104+44.20
„iIGREEN POST 60" MH OSS 20 ram'
i I! 1 ,fj F STA. 105+95.38 (�
C BENNETT ACCESS 60" MH OSS 21
NR � SPUR ROAD /1 BENNETT ACCESS
0 / SEE SECTION A/C3-19 SPUR ROAD 12 1
--- ----bo -SEE SECTION A/C3-19
�R PVC SE \ g FLOW-__ 189'
--
E%T'G FENCE _ o -� PROPERTY BOUNDARY
- ._ PROPERTY BOUNDARY-
- _ 169'
)�IVATE_ _ -�-- - -------�_T{--- - -- -
+ SDRIVEWAY s FUTURE SEWER
\� >, MAIN BY OTHERS
\� EDGE OF `\
PAVEMENT w/
SEWER z EDGE OF r �'
EASEMENT GRAVEL
q MEADOW
Z CREEK
D SUBDIVISION
g�ul g BENNETT PROPERTY BENNETT PROPERTY -' m
a a w I
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o �
as o g
gm a
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4960.0 +4=� no. 0 4960.0
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GROUND ii e &i i
4955.0 - - -(-- - _ _ - _ _ _ --_ _ _1 4955.0
4950.0 495D.0
4945.0 4945.0
46.18 LF SLOPE - 0.29%
4940.0 .SDR 35 PVC 49400
ro•
4935.0 4935.0
of Y N o Ir q q (p O q
m ♦ a,
g g g g g g $ 8 8 n RECORD
g g g g + DRAWING
0 0 o o o o 0 o o 0
CITY DATUM — AESI DATUM — 19.45 FEET
PROFILE VIEW-SEWER OUTFALL- SOUTH SECTION (SEE NOTE ON SHEET CO-2)
V0. REV,S1ON' DRAWN BY DATE tIORIZONTAL SCALE FEET 'VERTICA. ',CALL FEET PROJECT #:04-170.51 SHEET
0 50 100 0 5 10
o MEADOW CREEK SUBDIVISION — SEWER OUTFALL 32DIT59718 Civil Engineering DATE: 11/28/06
EMAN,M
SOUTH SECTION — STA. 101+50 TO 105+95 PHONE(406)582-0221 Geotechnical Engineering C3-18
FAX(406)582-5770 A
PROJECT ENGINEER:PJS DRAWN Br: LJG BOZEMAN,MONTANA "'"'"'almden~ng.c«n Land Surveying ugBIMEERIRo MEADOW CREEK SUB.
DESIGNED BY: BOA REVIEWED BY: PJS, JDB 4--Pe" SEWER OUTFALL
INSTALLED 26 FT. WIDE. 3" (MINIMUM) UFT OF 1-IN. MINUS
12.00' CRUSHED TOP SURFACING.
- -6.00' 6.00' (1 FT. SHOULDER WIDTH MINIMUM ON EACH SIDE OF ROAD)
yr (26 FT.)
PROFILE_ INSTALLED 24 FT. WIDE, 3" LIFT OF PLANT MIX
GRADE LINE ASPHALTIC CONCRETE SURFACING. y
(CROWN 0.02 FT./ FT.)
2%SLOPE 219 SLOPE VARIES - 1.00' (24 FT.)
VARIES __SEWER LINE ALIGNMENT
-6• BASE-COURSE EXISTING PROFILE GRADE LINE SEE PLAN VIEW AND SECTION LINE
1 1 GROUND OF STUCKY-RD.__,
FOR PI CALLOUTS
----- 4----- - -----_- - - - -- -------------4----- CENTERLINE '
24• SUB-BASE COURSE EXISTING
DITCH EXISTING
` DITCH `
APPLIES TO:
STA. 20+24 TO STA. 54+00 +
AND CENTERLINE IN-PLACE SUB-BASE
STA. 59+60.04 TO EDGE OF
GRAVEL OF STUCKY RD. --IN-PLACE SUB-BASE
AND
BENNETT ACCESS SPUR RD. y1
AND
BENNETT ACCESS SPUR RD. 02 MPW TYPICAL
MPW TYPICAL
02221.1
UTILITY TRENCH UTILITY TRENCH
02221-1
I
21" SANITARY
SEWER MAIN
0 _27' SANITARY
SEWER MAIN
TYPIAPPLIES
SECTION 10' WEEST OF 60" MH OSS 09 TO 10'L ROADWAY WIDTH ANDSEASTOPE OF 0' MH OSSM15
0-12,0-13, ACCESS ROAD&BENNETT SPURS#1
C3.14 h C348
SECTION
30' EASEMENT -- C3-15,C3.16 STUCKY ROAD TYPICAL
r— VARIES --- 19.00' --- --- - 12. 11.00'
APPLIES T0: I
m STA. 54+00 TO 59+60.04 6.00'- 6.00'
4.00 _
EXISTING �CENTERUNE -~
FENCE EASEMENT I PROFILE
F i-GRADE LINE w
U ~
0 I 2%SLOPE 2R SLOPE
EXISTING ---- 6" EXISTING
GROUND- 1 BASE-COURSE 1L_— GROUND
------4--- 4
VARIES 1.00' SUB-BASE COURSE 24'
AAKER HAGGERTY
PROPERTY PROPERTY
RELOCATED IRRIGATION
DITCH
3
g
4
MPW TYPICAL
02221-1 UTILITY TRENCH '
_21" SANITARY
SEWER MAIN
c'
+ RECORD
R1JA INj
B SECTION R
c3aa ACCESS ROAD WITH DITCH RELOCATION CITY DATUM — AESI DATUM — 19.45 FEET
(SEE NOTE ON SHEET CO-2)
NO. REVISIONS DRANK BY DATE 0 2 4 6 PROJECT #:04-170.51
MEADOW CREEK SUBDIVISION - SEWER OUTFACE SHEET
32 DISCOVERY DRIVE DATE: 11/28/06 n
SCALE (FEET) BOZEMAN,MT 59716 Civil Engineering _ C3- 7
SOUTH SECTION - TYPICAL ROAD SECTIONS PHONE(406)m2-0221 Geotechnicai Engineering
wo.ixxo x FAX(406)582-5770 C�f-jr.
PROJECT ENGINEER: PJS DRAWN BY: LJG BOZEMAN MONTANA www.allledenpineerinpmm Land Surveying MC SEWER OUTFALL
aaca
DESIGNED BY: BOA REVIEWED BY: PJS, JDB 1 TYPICAL ROAD SECTIONS