HomeMy WebLinkAboutThe Legends at Bridger Creek 2 Phase 3 - Water Sewer Infrastructure CONSTRUCTION IMPROVEMENTS FOR r PROJECT
THE LEGENDS AT BRIDGER CREEK II SUBDIVISION LOCATION
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PHASES III - WATER & SEWER INFRASTRUCTURE RT9T�9a
BEING LOTS 27 & 28 OF MOUNT BALDY SUBDIVISION AND THE TRACT OF LAND SHOWN ON FILM 12, PAGE 825, RECORDS w
OF GALLATIN COUNTY, SITUATED IN THE S1/2 SECTION 32, T1S, RISE, P.M.M., GALLATIN COUNTY, MONTANA 0
MAL\ST.
DEVELOPER
GUINNESS PARTNERS, INC (7
430 N. RYMAN, 2ND FLOOR
MISSOULA,MT 59802
VICINITY MAP
NOT TO SCALE
RECORD DRAWING
I
I
INDEX TO SHEETS
- ® GENERAL SHEETS
-� I-1 COVER SHEET
I-2 STANDARD ABBREVIATIONS AND NOTES
A
WATER PLAN AND PROFILE SHEETS
Q \ W-1 BOYLAN RD
W-2 CHIPPEWA LN / ATSINA LN
,9.z9a�a. W-3 BLACKFEET LIV / CREE LN
BENCHMARK #100:
Y P W-4 RICHAU LN / KOOTENAI CT
ARROW BOLT — FIRE HYDRANT /� T. / ® W-5 ALLEY
NW CORNER OF BOYLAN ROAD
AND WEEPING ROCK LANE. AID T _ �� o.S.3_
ELEV=4714.20 C.O.B. DATUM at
O.S..
� a 3083 S.F. —
3713 s.F SEWER PLAN AND PROFILE SHEETS
—K TENAI CT.
so.R. (ty S-1 BOYLAN RD
I "a S-2 CHIPPEWA LN / ATSINA LN
COMMON OPEN SPA 10 LOT110 con❑ LOT uz Lor 113 Lor u4 LOTIIs Lon l6 corm Lor u9 1 Izo S—3 BLACKFEET LIV / CREE LN
69R]SO.R. 9505 m.R. LOi 118
1. AC. 191 SO.R. $7"
X.R.9122 W.R 6601 60.R.]621 50.R.7J86 SO.rI O.RO PGS O.Y!PCs. tz511 50.R, flo99 m.R. 6 �.R S-4 RICHAU LN / KOOTENA CT
LOT 73 9 ACS. 0.20 S. 0.21 ACS. O.ZO ACS. O.IB PLS 0.17 IC5
,21
029� tar Iv S-5 ALLEY
920�sa..
L �7DV� 63]6 sO.R.
P ]041 X.R.O
LOT 76 \\ '
e us.
�
u ]000 s0.r. LOT 75 COT 84 LOT I22
0.10 COT 85 LOT L2 93 LOT 100
B959 SO.R. ]03J W.R ]216 sO.R. 659] LOT IOI \ 66)2 60�R
/ 021 PC5 0.20 ACS 19 ARCS /
LOT8 Sfi LOT
— C P ITIA
LOT 9d
ffS — E � 50. / LOT 99 LOT 102 /
]R6B SO.R. ]56z 90.R. )29q�.R. I'A00 sO.R. LOT 107
LOT B2 LOT 87
5.
74 1 S Ft.u..n LOT 90 LOT 95
// S 1ST77 LOT 79 fiI19�.R. BBOJ sO.R, fi]0]m.R.OBO.. 0009 so.R. ' LOT 98 LOT 103
106
051 OT 78 R5
AT 1040 5
0 II 50.R 0.21 ACs. 0.19 ACS LOT 81 LOT 88 I61J 50. /39�'
.19 PLS. 6)69 SO.R. fi]BO m.R. LOT 89 LOT 96 LOT 97 LOT 104 028 PCs.''p ACB
1 fiJ60�.R. fi)EO m.R. fi]BO SO.R. IT W.R. E15IT60.R.
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ncnE]E — — — —HWY 86(BRIDGERDRIVE) — — — — — — — —� —
VERIFY SCALE! REVISIONS ,,ally"') 1 DRAWN BY: MEE PROJECT NUMBER
THESE PRINTS MAY BE
NO. DESCRIPTION DATE BY 101 Technology Blvd. ,� CHK'D.BY: MEE THE LEGENDS AT BRIDGER CF.EEK II-PHASE III 3sss.olo
REDUCED.LINE BELOW 1 RECORD DRAWING 12130/15 CRN J En ineers J _
MEASURES ONE INCH ON MORRISON 9 Bozeman,MT 59718 'ri SHEET NUMBER
Surve ors MATTHEW E �% APPR.BY: MEE BOZEMAN MONTANA 1
ORIGINAL DRAWING. Y '70 EKSTROM w''
I Scientists ;p W� DATE: 10/2014
AIERLE INC. Planners Phone:(406)587-0721 !� 10853PE _, OA REVIEW r DRAWING NUMBER
MODIFY SCALE ACCORDINGLYI Fax:(406)587-1176 r "CENS`1-o �?3 COVER SHEET I 1
np/oy�-o�eaco v�r S�ONA1 E� BY. 1 1
NA3959\016\ACAD\Sheets\RECORD DRAWINGS\Infrastructure\COVER.dwg Plotted by chip nielsen on Dec/31/2015 COPYRIGHT S MORRISON-MAIERLE,INC.,2015 l0�'�sc�"`` DATE:
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AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PL PLATE, PROPERTY LINE TOPOGRAPHIC LEGEND C�
ABDN ABANDON PC
FLEXIBLE COUPLING PLYWD PLYWOOD GENERAL NOTES
ASV ABOVE FCA FLANGE COUPLING ADAPTER PMP PLANT MONITORING PANEL
AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PNL PANEL BOUNDARY AND/OR PROPERTY LINE
ADDL ADDITIONAL 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard
FDN FOUNDATION PRCST PRECAST Specifications, Sixth Edition, April 2010, City of Bozeman Modifications to the Montana Public Works Standard
ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED x x FENCE LINE Specifications Sixth Edition (and all addendums), The City of Bozeman Design Standards and Specification Policy
ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY (approved March 31, 2011 and all addendums), and the Project Specifications.
AFT ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PREP PREPARE, PREPARATION EASEMENT LINE
AHR ANCHOR FF FINISHED FLOOR PROP PROPERTY 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum
ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE SECTION LINE OR DLC LINE cover of 6.5 feet with respect to finished grade.
ALT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT OF TANGENCY CENTERLINE (?) 3. Maintain 18" (vert.) separation between all water main and all sewer main.
APPROX APPROXIMATE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE
APVD APPROVED FLG FLANGE PVMT PAVEMENT BT BURIED TELEPHONE 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation,
ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE PAD RADIUS as determined by Owner and the Engineer.
ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE ROAD EDGE OF EXISTING PAVEMENT
AVG AVERAGE
) 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field
ELK FLOOR BOBRCP REINFORCED-CONCRETE PIPE verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The
@ AT FOG FACE OF CONCRETE RD ROAD, ROOF DRAIN , < EXISTING CULVERT Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide
BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER proper protection when location is known.
BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR O FOUND MONUMENT BOX
BETW BETWEEN FT FOOT, FEET REF REFERENCE 6. A list of representatives to contact for information regarding facilities is as follows:
BE BOTTOM FACE FTG FOOTING, FITTING RENT REINFORCE 0 HORIZONTAL/VERTICAL CONTROL POINT
BLDG BUILDING Montana One Call System Dispatcher 1-82-4631-8344
F TO F FACE TO FACE RELOC RELOCATE, RELOCATION
GA GAGE, GAUGE READ REQUIRED CONTROL POINT Northwestern Energy dd Buffington 522-4631
BLK BLOCK To
BLW BELOW � Bresnan Communications Todd Jenson 522-3958
GAL GALLON RST REINFORCING STEEL CenturyLink Jason Wiseman 585-2354
BM BEAM, BENCHMARK GALV GALVANIZED RT RIGHT + COORDINATE POINT
BOT BOTTOM GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all
ERG BEARING GRID GROUND SAN SANITARY MJ B-1 BORING LOCATION AND NUMBER. SEE construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall
BRKT BRACKET GRTG GRATING SCHED SCHEDULE SPECS FOR BORING LOGS. be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not
CHAN CHANNEL GSKT GASKET SDWK SIDEWALK c 32+00 SURVEY HUB AND TACK WITH STATION be made.
CHK CHECK GSP GALVANIZED STEEL PIPE SECT SECTION
Cl CAST IRON 8. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer.
GVL GRAVEL SHT SHEET 0 U.S. GOVERNMENT BOUNDARY MARKER. Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The
CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SIM SIMILAR FOUND C.O.E. BRASS CAP STAMPED W/NO.
CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE BM-2 BENCHMARK LOCATION AND NUMBER OR cost of this additional bedding shall be included in the unit price bid for water and/or sewer main.
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CIPC CAST-IN-PLACE CONCRETE HE HOSE BIB SP SPACE, SPACED EASEMENT CORNER REBAR 9. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B.
CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION O POINT OF INTERSECTION, SET 5/8% 18" modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B.
CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPG SPACING REBAR W/L.S. CAP STAMPED C-329" personnel only.
CL CENTER LINE HDR HEADER SEPT SUPPORT 0 P-3 PIEZOMETER LOCATION AND NUMBER
CLDI CEMENT LINED DUCTILE IRON HK HOOK SO SQUARE 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02660-4.
CLG CEILING HM HOLLOW METAL SO FT SQUARE FOOT X 1000 EXISTING GRADE
CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO IN SQUARE INCH 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in
CMP CORRUGATED METAL PIPE HE HORSEPOWER SST STAINLESS STEEL 01000 FINISH GRADE conformance with MPWSS detail 02660-1, or must have mechanically restrained joints as indicated on the plans.
CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION 12, The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall
CO CLEANOUT HT HEIGHT, HEAT TRACE SS SANITARY SEWER 42.6 ELEVATION ORIGINAL GROUND be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES
COB CITY OF BOZEMAN TV HOSE VALVE STD STANDARD Permit.
COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER EDGE OF TREES, BRUSH
COMB COMBINATION HWY HIGHWAY STL STEEL 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments
GONG CONCRETE OR CONCENTRIC HYD HYDRANT STRUCT STRUCTURE ' 12" EXISTING TREE W/APPROX. TRUNK DIAMETER indicated on the plans. Elevations are finished centerline asphalt elevations.
CONN CONNECT, CONNECTION ID INSIDE DIAMETER SYM SYMMETRICAL IIII IIIIIIII II
CONSTR CONSTRUCTION IE INVERT ELEVATION T&B TOP AND BOTTOM pgl pglg 14. Not Used
CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE TB THRUST BLOCK II�III III�I III�I 15. Not Used
z CONTR CONTRACTOR IN. INCH TBC TOP BACK OF CURB NEW TREE AS SPECIFIED
0 COORD COORDINATE INTL INFLUENT TF TOP FACE 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility
CORR CORRUGATED
Q INSTL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE v -ov SIGN, ONE POST OR TWO POST companies.
CP CONTROL PANEL INSTR INSTRUMENT THK THICK
> CPLG COUPLING INSUL INSULATE THRU THROUGH EXISTING MANHOLE 17. The contractor shall notify Montana One Call ®811 or 1-800-551-8344 for onsite utility location. All existing
W C TO C CENTER TO CENTER INT INTERIOR T.O. TOP OF utilities shall be marked before digging.
CTR CENTER JB JUNCTION BOX T.P. OUTSIDE TOP OF PIPE Qs NEW MANHOLE
m CTSK COUNTERSINK JST JOIST TOG TOP OF CONCRETE, TOP OF CURB 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall
m CU CUBIC JT JOINT TST TOP OF STEEL moo, EXISTING UTILITY OR TELEPHONE POLE immediately repair the damage at the contractor's expense.
Q CU FT CUBIC FEET L ANGLE TW TOP OF WALL
CU IN CUBIC INCH LBS POUNDS TYP TYPICAL NEW UTILITY OR TELEPHONE POLE 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed
CULV CULVERT LF LINEAR FEET UBC UNIFORM BUILDING CODE LF 4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See
CU YD CUBIC YARD LNTL LINTEL UG UNDERGROUND ��� ------DITCH SHOWING DIRECTION OF FLOW measurement and payment in the specifications.
D DRAIN LONG LONGITUDINAL ULT ULTIMATE 20. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work.
d PENNY(NAIL SIZE) LP LOCAL PANEL UTIL UTILITY _-,-------_CREEK/RIVER W/DIRECTION OF FLOW
IDEA DEFORMED BAR ANCHOR LR LONG RADIUS V VALVE, VOLT 21. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 30" from
DEL DOUBLE LT LEFT VB VALVE BOX ' -1000-� NEW CONTOUR finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. See North Western
DET DETAIL LVL LEVEL VERT VERTICAL Energy, Utility Culvert Requirement Detail in the Project Manual for details. All locations are shown approximate and
DI DUCTILE IRON, DRAIN INLET LVR LOUVER VOL VOLUME _--10001 EXISTING CONTOUR shall be field fit as directed by Engineer. Contractor shall secure conduit end marker caps from Northwestern Energy
DIA DIAMETER MATL MATERIAL VRFY VERIFY and install them.
DIAL DIAGONAL MAX MAXIMUM VTR VENT THROUGH ROOF
DIM DIMENSION 22. Maximum top elevations provided for water main construction represent the minimum top elevation at the
ME MACHINE BOLT W WIDTH location identified to achieve the required 5.5' cover based on planned street elevations without allowances for
DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER WD WOOD MATERIAL SYMBOLS
DIR DIRECTION construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe
MCP MOTOR CONTROL PANEL W/ WITH is achieved.
DIN DOWN MECH MECHANICAL W/o WITHOUT
DR DOOR MFD MANUFACTURED WL WATERLINE 23. All curb return radii at intersections shall be 15' unless otherwise noted
DWG DRAWING MFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN CONCRETE
EA EACH MH MANHOLE WS WATERSTOP, WATER SURFACE 24. Contractor shall field verify line and grade existing connections. Contractor shall also field verity existing
EF EACH FACE, EXHAUST FAN MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL conditions at each location where Phase I ends and Phase II starts.
EL, ELEV ELEVATION MISC MISCELLANEOUS WT WEIGHT _
El ELBOW � - 1I' GROUND SURFACE GENERAL DESIGN DESIGNATIONS
MJ MECHANICAL JOINT WTR WATER '� - I�I'
ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS WV WATER VALVE
ENCL ENCLOSE NIC NOT IN CONTRACT (SEE NOTE 4) WWF WELDED WIRE FABRIC SECTION (LETTER) OR ON DRAWING WHERE SECTION
ENGR ENGINEER DETAIL(NUMERAL) j\ OR DETAIL IS TAKEN:
NO NUMBER WWM WELDED WIRE MESH =DESH
MBEREP EDGE OF PAVEMENT ROM NOMINAL XFMR TRANSFORMER NOTES: DESIGNATIONNEQL EQUAL, EQUALLY NTS NOT TO SCALE YO YARDEQL SP EQUALLY SPACED 1. * SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY.00 ON CENTER WHERE SECTION
EQUIP EQUIPMENT 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE SHOWN:OD OUTSIDE DIAMETER NOTE: NOTED AS EXISTING" AND ARE SHOWN IN LIGHT LINEEQUIV EQUIVALENT MBER SOF OUTSIDE FACE 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- DRAWING NUMBEREW EACH WAY OHP OVERHEAD POWER URES ARE SHOWN IN HEAVY LINE WEIGHTS. (OR SAME DRAWING) N
EXC EXCAVATE USE ON DRAWINGS AND TEXT", PUBLISHED BY THE
OPNG OPENING AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) DETAIL AND SECTION DESIGNATION
EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM OR CONTACT THE ENGINEER. GENERAL NOTES:
EXP EXPANSION PC POINT OF CURVE
EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON
EXST EXISTING ALL ABBREVIATIONS ARE USED ON THE PLANS. STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS
PE PLAIN END OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS STANDARD DETAIL NUMBER XXXXX �STANDARD DETAIL DESIGNATION
EXT EXTENSION, EXTERIOR PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS MAY NOT BE SHOWN ON THE PLANS. SEE DRAWING D-1 THRU D-33
F FLANGE PERP PERPENDICULAR (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE AT END OF DRAWINGS
FAB FABRICATE PH PIPE HANGER SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. STANDARD DETAIL DESIGNATION
PI PRESSURE INDICATOR, POINT OF INTERSECTION 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, RECORD DRAWING
PJF PREMOLDED JOINT FILLER FIFTH EDITION, MARCH 2O03
VERIFY SCALE! REVISIONS 1'11 DRAWN BY: MEE PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ls�b14 A/V�I b'b 3959.010
REDUCED.LINE BELOW MORRISON 2880 Technology Blvd.. CHK'D.BY: MEE THE LEGENDS AT BRIDGER CREEK II-PHASE III
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 �. SHEET NUMBER
S-ors MATTHEW E p'.% APPR.BY: MEE BOZEMAN MONTANA 2
ORIGINAL DRAWING. y Scien EKSTROM
tists f0 10853PE L'-�� DATE: 09/2013
Phone:(406)587-0721 DRAWING NUMBER
AIERLE INC. Planners %� _ Q.A.REVIEW
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MODIFY SCALE ACCORDINGLY! �� An Employee-owned Company Fax:(406)587-1176 ',,sS e'CENse°��G=" BY: GENERAL NOTES T_2
N:\3959\016\ACAD\Sheets\RECORD DRAWINGS\Infrastructure\G-1.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGW0 MORRISON-MAIERLE,INC..2015 ``"'IONAL���. DATE: 1
STA 0+09.38 10.8'LT 1
a W REMOVE EXST.8"CAP n
_ AND CONNECT NEW 8"WM
TO EXST.8"WM.
W
STA 0+14.24 9.8'LT I
INSTALL 8"G.V.&BOX 1
50 0 ,N\ 50 100
ass e� Y HORIZ. SCALE IN FEET
3 5 0 5 10
K N STA 2+77.23 0.8'RT O.s.3 LOT 119 LOT 120
INSTALL 8"-11.25°BEND LOT 117 LOT 118 y VERT. SCALE IN FEET
&8"-22.5"BEND LOT 115
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LOT u6
LOT 72 STA 9 LT 0.&4 . STA 9+80.46 5.7'LT O
INSTALL 8"x8"TEE LOTttt STA8+17.54 11.0'LT STA8+5961 82LT INSTALL Y-22.5"BEND
STA 11+25.75 11.1'LT BOYLAN ROAD
a\ LOT ua INSTALL 8"G.V.&BOX
ss a7y LOT 113 INSTALL 8"x8"TEE INSTALL 8"-11.25`BEND WATER SERVICE TABLE
STA 3+37.13 6.8'LT LOT 112 LOT# STATION OFFSET
m % INSTALL 8"G.V.&BOX STA 5+89.05 11.0'LT STA LL 8"x60 CROSS
LT LOT 12t LOT 72 0+62.0 36.T RT
/ STA 5+46.17 11.0'LT INSTALL 8"G.V.&BOX INSTALL 8"x8"CROSS LOT 73 1+58.9 37.z'RT
LOT uo 1 INSTALL 8"x8"TEE
STA 3+52.99 5.9'LT LOT 110 3+23.5 37.5'LT
INSTALL 8"-22.5`BEND STA ALL 8"52 8.7'LT
� + ^^ INSTALL 8"G.V.&BOX LOT 111 a+z3s 38.0'LT
9P"p LOT 112 4+88.8 38.0'LT
�\ W 8 - w LOT 113 6+03.9 38.0'LT
PHASE BOUNDARY "\e g W 1D 6$$ LOT 114 a 6+78s9 38 38..0 0'LTLT
LOT 73 \ 8 W STA 12+34.24 1.2'LT LOT 115 7+53.
\ gW (o ass K, INSTALL 8"-11.25°BEND LOT 116 8+81q 38.0'LT
\ B W * LOT 122 &8"-22.5"BEND LOT 117 1 9+36.4 1 38.0'LT
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LOT 74
LOT70A BOYLAN ROAD TB�) LOT 106 LOT101
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J LOT 92 Z M F 8 W
LOT 76 H M \ '
LOT 35 W 3 ) Z
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J LOT 94 �ltr i oT lox LOT 109 8"CAP AND CONNECT NEW 8"WATER
ss m LOT 91 g 4 qq ` MAIN TO EXST.8"WATER MAIN.
9 2 1 ) LOT 86 S I I III ill
4775 4775
OYLA ROAD
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ano TYPE'A"TRENCH BA 4770
TYPE"i'
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MAINTAIN1 AT CROSSING
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4740 e�:-aaaee� AT CROSSIN 4740
4740.63(A MAI 4TAIN 18"
47, MIN.CLEARANCE
AT CROSSING PROPOSED "SS(TYP.)
4735 4735
MAIN AIN 18"
MIN.C EM NCE
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W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W I.
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
VERIFY SCALE! REVISIONS DRWN BY: JCH PROJECT NUMBER
PkA Jab'b 3959.010
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY 21180 Technology BIVd.W. CHK'D.BY: MEE LEGENDS II-PHASE 3
REDUCED.OLINE NEININCH
MORRISON
MEASURES ONE INCH BELOW Engineers Bozeman,MT 59718 � �. SHEET NUMBER
S_ors MATTHEW E p'.% APPR.BY: MEE BOZEMAN MONTANA 3
ORIGINAL DRAWING. mA y EKSTROM
Scientists f0 10853PE L'-t� DATE: 10/2014 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 ,,� _ BOYLAN ROAD
MODIFY SCALE ACCORDINGLY! �� Fax:(406)922-6702 1r s e'C p G`- O.A.REVIEW ,w/_
An e Pi yee-ow eaeom�a y Q o eNse�� BY: #### WATER SYSTEM V\1f/ 1
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CHIPPEWA LN ATSINA LN
5 WATER SERVICE TABLE Z' I( ' \\ /
. 11 WATER SERVICE TABLE
LOT STATION OFFSET
LOT 79 1+38.1 38.0'LT LOT# STATION OFFSET
\ / \ LOT 78 1+75.4 85.3'LT Q, LOT 81 0+47.6 38.0'RT
LOT 77 LOT 73 LOT 80 0+73.6 38.0'LT
LOT 78 LOT 78 2+03.0 83.0'RT -STA 1+51.29'12.0'LT
9°j LLI LOT 82 1+12.3 38.0'RT
m LOT 77 2+0s.a ea.0'LT > INSTALL 8"x8"TEE
NS a. LOT 83 1+82.5 38.0'RT
LOT 69A 2+37.0 54.1'LT Lu1 a: m \ LOT 75 2t17.8 38.0'LT
/ PHASE BOUNDA J/ /� LGT 75
/ 13` y J LOT 80 = LOT 84/ 2t78.4 38.0'LT
38.0'RT`I \
QSTA 0+20.13 20.92'LT LOT]4 2t
LOT 69A INSTALL 8"x6"TEE STA 1+79.81 13.1'LT
LOT 79 INSTALL 8"-22.5"BEND STA 3+06.91 20.5'LT
STA 2+25.98 28.0 LT LOT 74 INSTALL 8"x6"TEE&
STA 1+62.2 10.7'LT INSTALL F.H.ASSEMBLY Q F.H.ASSEMBLY
INSTALL 8"-11.25°BEND j 8 W
8W
LOT 80 STA 3+12.97 107 LT
=
+ M _ �\ INSTALL 8"G.V.&BOX
� ass sss �� i�g.� STA 3+gq.23 13.9'LT
STA 0+09.36 11.0'LT _ a INSTALL 8"x8"TEE
m CONNECT TO EXST.8"DIP MAIN.INSTALL ATSINA LN
\ \\ 8"x8"TAPPING TEE,8"GATE VALVE AND (35'TBC-TBC)
VALVE BOX.C.O.B.TO MAKE THE TAP AT
\� THE CONTRACTORS EXPENSE S�
CHIPPEWALN \� LOr81 LOT LOT83 SOU
/ (35'TBC-TBC) LOT xa
EXISTING 8"WM I �
STA 0+13.37 9.9'LT LOT 76 Lon oA
INSTALL 8"G.V.&BOX
LOT 75 50 0 50 100 50 0 50 100
9
\ STA 0+11.38 10.0'LT HORIZ. SCALE IN FEET HORIZ. SCALE IN FEET
2 INSTALL 8"x8"TEE 5 0 5 10 5 0 5 10
"Al VERT. SCALE IN FEET VERT. SCALE IN FEET
CHIPPEWA LN ATaINA LN
INSTALL 224 LF OF 8"CL51 D.I.P.A W WA C151
TYPE"A"TRENCH BA CKFILL INSTALL 345LF OF 8"CL51 D.1.P.AWWA C151
TYPE"1"PIPE BEDDING RECORD DRAWING TYPE'A"TRENCH BACKFILL
TYPE"I"PIPE BEDDING
w �rOF 6� ON Nr/1 of~n - m bW W - W - z - W o- m W
q m� Q X �M W W W W NS W
<yX rCl rnLL �w j NH cr Mm cF j �1-
M ` n
J ro �J NJ ro n(7 t+I� rnX 'mJ rU
Q~ Q~ vt Q~ Q~ O W O� NJ N[N m J O J W Na!
rn ul of y { +J {J J IlJ }J
aiZ yZ v~iZ (~/1Z QZ Q~ Q~ Q~ Q~ Q FQ Q~ aFQ
4750 4750 FO H� FN Fz FN PN2 FN FS�
FINISHED GRADE w o rn Z rn? U)Z N Z m?LL co? vi
EXISTING GROUND 4755 4755
4745 4745 FINISHED GRADE
4750 4750
4740 4740El 41111 _
4745 - -- - 4745
EXISTING GROUND
EL 4736.M
4735 4735
4740 4740
PROPOSED 8'SS
4730 C900 PVC PRO OSED 8"SS 4730
0+00 1+00 2+00 3+00 4+00 4735 4735
0+00 1+00 2+00 3+00 3+41
VERIFY SCALE! REVISIONS .,1 i DRWN BY: JCH PROJECT NUMBER
NO. DESCRIPTION DATE BY F''�b1V Aaa 3959.010
TRESS PRINTS BELOW
I 2880 Technology Blvd.W. '9 CHK'D.BY: MEE
REDUCED.LINENCOW J MORRISON gy LEGENDS II--PHASE 3
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 � SHEET NUMBER
ORIGINAL DRAWING. MATTHEW E �; APPR.BY: MEE BOZEMAN MONTANA 4
Surveyors EKSTROM
Scientists �O 10853PE w� DRAWING NUMBER
W; DATE: 10/2014
AIERLE INC. Planners Fax:Phone:06)922-67021 Q.A.REVIEW CHIPPEWA LN&ATSINA l-N
MODIFY SCALE ACCORDINGLVI Fax:(406)922-6702 ' s (/C p C�: W-2
INC.
`r,,S�oENSE��� BY: u�a WATER SYSTEM V V
N:\3959\016\ACAD\Sheets\RECORD DRAWINGS\Infrastructure\W-2.dwg Plotted bychipnielsen on DeG31/2015 COPYRIGHT®MORRISON-MAIERLE,INC.,2008 '�4�N AL� � DATE: t1#us
BLACKFEET LN CREE LN
WATER SERVICE TABLE WATER SERVICE TABLE
PH LEAD INSTALLED WITH TWO 45' LOT# STATION OFFSET LOT# STATION OFFSET
LOT 68 0+47.5 38.0'LT LOT 96 0+47.5 38.0'LT
VERTICAL BENDS IN ORDER TO LOT 59 0+47.5 38.0'RT LOT 97 0+47.5 38.0'RT
RE-USE THE EXISTING 8FT FH. LOT 87 1+11.3 38.0'LT LOT 95 1+11.0 38.0'LT
STA 0+18.29 10.02'LT LOT 90 1+14.2 38.0'RT LOT 98 1+14A 38.0'RT
LOT 88 1+71.3 38.0'LT LOT 94 1+75.1 36.0'LT
INSTALL 8"x6"TEE LOT 91 1+89.2 38.0'RT LOT 99 1+89.2 36.0'RT
LOT 85 2+41.2 38.0'LT LOT 93 2+52.1 36.0'LT
v+ LOT 88 LOT 87 LOT 92 2+60.9 38.0'FIT LOT 96 IAT 95 LOT 100 2+68.3 38.0'RT
LOT 86 LOT 85 LOT 94
STA 1+25.32 11.0'LT STA 0+20.12 9.8T LT STA 1+25.30 11.1'LT STA 2+90.29 20.5'LT
INSTALL 8"-11.25'BEND STA 2+75.51 20.5'LT INSTALL 8"x6"TEE INSTALL 8"-11.25'BEND LOT 93 INSTALL 8"x6"TEE&
INSTALL 8"x6"TEE& F.H.ASSEMBLY
F.H.ASSEMBLY EXISTING 8"WOOW
-STA 2+gg,gg 10.3'LT
STA 2+g3.70 10.4'LT INSTALL 8"G.V.&BOX
-ME INSTALL 8"G.V.&BOX -me
I-
`� �_M STA 3+40.97 11.2'LT
e STA 3+26.18 11.1'LT INSTALL 8"K8"TEE
SSe 41 o INSTALL 8"x8"TEE sg M 9
'wv
STA 0+05.37 9.9'LT IO --
CONNECT TO EXST.8"DIP MAIN.INSTALL
0 8"8'TAPPING TEE,8"GATE VALVE AND CREE L N Q w
BLACKFEET LN VALVE BOX.C.O.B.TO MAKE THE TAP AT
(35'TBC-TBC)
Z w THE CONTRACTORS EXPENSE (35'TBC-TBC) Tj w
w
EXISTING B"WM N LOT e9 LOT 90 rn cot 97 LOT 9R Im
y LOT 91 O W LOT 99
V)
STA 0+09.37 10.0'LT LOT 92 m LOT 111 m
CONNECT TO EXST.8"DIP MAIN.INSTALL -Z -Z
8'x8"TAPPING TEE,8"GATE VALVE AND
VALVE BOX.C.O.B.TO MAKE THE TAP AT
THE CONTRACTORS EXPENSE
50 0 50 100 50 0 50 100
HORIZ. SCALE IN FEET HORIZ. SCALE IN FEET
5 0 5 10 5 0 5 10
VERT. SCALE IN FEET VERT. SCALE: IN FEET
BLACKFEET LN CREE LN
INSTALL324LFOF8"CL51 D.LP.AWWACI51 INSTALL339LFOT 8"CL51 D.LP.AWW4 051
TYPE'A"TREACHBACKFILL TYPE'A"7RENCHBACKFILL
TYPE"I"PIPE BEDDING TYPE"1"PIPE BEDDING
a ?
O W o foNwm mcX m w aJof WH Jz JoN°r5 J
�No mob J- Wb W
X W
O Lu
On . OD WH
NX N XIL n X
O
aH aH yaH y o{Z N M �Z 9y yZ y+Z +
N
O Z a y
� My9¢vZ y EXISTING GROUND RECORD DRAWING Z Zwo VZ _ LL Z UZ NO Z
4755 LL y Zy 4760 4760
XISTING GRO AD
4750 4750 4755 4755
FIN SHED GRADE
FINISF ED GRADE
4745 4745 4750 4750
12' EL
4740 EL I
MAINTAIN 18" 4740 4745 4745
EL 11-
PROP OBEID 8"SS MIN.CLEARANCE
MAINTAIN 18"
4742.5 .B.) PROPOSED W SS MIN.CLEARANCE
AT CROSSING
4735 4735 4740 4740
0+00 1+00 2+00 3+00 3+50 0+00 1+00 2+00 3+00 3+50
THE WATER MAIN WAS INSTALLED UNDER THE SS
SERVICES TO LOTS 94 AND 95. FROM-STA 2+00,THE
WATER MAIN WAS INSTALLED AT 1%UP TO THE CROSS
VERIFY SCALE! REVISIONS .,1 1 DRWN BY: JCH PROJECT NUMBER
NO. DESCRIPTION DATE BY F Aaa�ylj 3959.010
THESE PRINTS BELOW
I 21180 Technolo Blvd.W. '9 CHK'D.BY: MEE
REDUCED. NINCLOW J MORRISON gy LEGENDS II••PHASE 3
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 SHEET NUMBER
ORIGINAL DRAWING. MATTHEW E �; APPR.BY: MEE BOZEMAN MONTANA 5
Surveyors EKSTROM
Scientists �O 10853PE w� DRAWING NUMBER
W; DATE: 10/2014
AIERLE INC. Planners Phone:(406)587-0721 AT REVIEW BLA(:KFEET ST&CREE ST
MODIFY SCALE ACCORDINGLVI Fax:(406)922-6702 r s ('C 0 �?= W-3
.4nE prnyee-owneacnnpnnY 4rrS�oENSF-��` B�.. WATER SYSTEM V V
N:\3959\016\ACAD\Sheets\RECORDDRAWINGS\Infrastructure\W-3.dwg Plotted by chip nielsen on Dec/31/2015 coRrRICRT®MORRIsorv-MAIaRLa,wc.,200e r14�NAL"``�� DATE: iWt
RICHAU ST/KOOT CT
WATER SERVICE TABLE
LOT 104 LOT 103 LOT 102 I Q� LOT# STATION OFFSET
�{ LOT 104 0+47.5 38.0'LT
STA 0+20.13 8.63'LT STA 1+25.93 11.2'LT sl z ti LOT 103 1+11.1 38.0'LT
I INSTALL 8"x6"TEE INSTALL 8"-22.5"BEND Y W LOT 106 1+20.6 38.0'RT
LOT 101 / .r LOT 102 1+63.3 38.0'LT
LOT 107 2+12.2 38.0'RT
0 h LOT 101 2+17.9 38.0'LT
Q� LOT 118 LOT 118 3+41.2 55.1'LT
LOT 122 3+41.5 55.T RT
M8
i yy/ LOT 121 3+9.4 4 ILT
LOT 119 3+98.5 41 TILT
STA 2+93.44 11.9'LT LOT 120 4+15.0 9.2'RT
Is INSTALL 8"x8"CROSS
STA 0+05.37 8.5'LT 1 Ss 'H a
CONNECT TO EXST.8"DIP MAIN.INSTALL STA 3+65.47 39.6'LT
8"x8"TAPPING TEE,8"GATE VALVE AND RICHAU L N INSTALL F.H.ASSEMBLY
VALVE BOX.C.O.B.TO MAKE THE TAP AT
THE CONTRACTOR'S EXPENSE (35'TBC-TBC) q
e
LOT 105 LOT 106 STA 2+53.75 8.4'LT LOT 119
INSTALL 8"G.V.&BOX `b
EXISTING 8"WM
LOT 107 STA 3+65.47 15.6'LT
m I INSTALL 8"-90"BEND
/ `&8"x6"REDUCER
J `1�O �-z
I m LOT 108 � LOT 122 OT 121
N i F LOT 129 50 0 50 100
HORIZ. SCALE IN FEET
STA 3+17.78 12.96'LT 5 0 5 10
INSTALL 8"GATE VALVE
VERT. SCALE IN FEET
RICHAU LN / KOOTENAI CT
INSTALL 367 LF OF 8"CL51 D.I.P.AWWA C151 0
TYPE"A"TRENCHBACKFILL o
TYPE"I"PIPE BEDDING a
w
<
In �o �� w Z
m �� wrm 0" 0 � � �m wo
F M� NN
r
wO0 'T n J
+ � w wa
02 a a Q N Q N Q M t+
o a az a� a� Q� Q� a� a� a� �XQ0
�o F w F w �w �� Fw �w �� awe a
wU w? w? w3 w? w? w3 w? yz0MEI
4760 -4760
FINISHE D GRADE
4755 - 4755
EXIST NG GROUND
4750 4750
ALM-
4745 4745
PROPO 3ED 8"SS MAIN IN 18"
MIN.CL RANCE
Al UKUbbINU
4740 4740
0+00 1+00 2+00 3+00 4+00
RECORD DRAWING
VERIFY SCALE! REVISIONS DRWN BY: JCH PROJECT NUMBER
�bP A Jab'b 3959.010
THESEP.LINE
MAYBE NO. DESCRIPTION DATE BY 2880TechnologyBlvd.W. CHWD.BY: MEE LEGENDS II-PHASE 3
REDUCED.ONEIN INCH
MORRISON
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 �. SHEET NUMBER
ORIGINAL DRAWING. Surveyors '-p MATTHEW E p.; APPR.BY: MEE BOZEMAN MONTANA 6
;� 1 TROM
Scientists f0 10853PE L'-1� DATE: 10/2014 DRAWING NUMBER
A�A AIERLE INC. Planners Phone:(406)587-0721 %� ? RICHAU ST/KOOTENAI CT
MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 s !70 p C�,= O.A.REVIEW ,w/_�
anE-pl yee-ownedC-pang S o eNse�� BY: #tta# WATER SYSTEM V\1f/
N:\3959\016V1CAD\Sheets\RECORD DRAWINGS\Infrastructure\W-4.dwg Plotted by chip Nelsen on Dec/29/2015 COPYRIGHT®MORRISONAAAIERLE.INC.,2008 IIiNAL���. DATE: u
B LOT 76 m IIK11,�
h
LOT92 LOT 93 LOT 100 I.OT 101
LOT S4 LOT 85 \
HIPPEWA LN
/ y
LOT 69A m q L01�_ LOT M LOT 91 LOT 94 F y LOT 102 50 0 50 100
LOT 99 LOT 107
e Ms �/ HORIZ. SCALE IN FEET
5 0 5 10
I g�
VERT. SCALE IN FEET
LOT 98
LOT 87 Z I LOT 90 LOT 95 LOT 103 LOT 106
3 J STA 6+71.8 18.4'LT STA 9+55.4 18.4'LT STA 12+18.9 18.4'LT
Z EXST.FIRE HYDRA EXST.FIRE HYDRAN Z EXST.FIRE HYDRA
LOT 80 F REMOVE AND RE-IN TALL. J REMOVE AND RE-INS ALL. REMOVE AND RE-IN TALL.
LOT 79 Q W CAP EXST.8"X6"TE AT MAIN. CAP EXST.8"X6"TEE T MAIN. M CAP EXST.8"X6"TE AT MAIN.
STA 0+60.5 1 .4 L Z Lvr xx LL W LOT 97 Q LOT 105
EXST FIRE DRAT LOT 78 STA 3+6 3 18.4'LTLLI OD LOT 81 V LOT 89 LOT 96 LOT 104 V LOT 108 LOT 109
00 (TO REM IN PLA E) EXST.FIRE YDRANT
REMOVE ANDR INSTALL. Q L) +
CAP EXST.8"X6"TEEAT MAIN.
0 0 0 o m o 0 0 0
0 ti -40
BW 8W 8W .8W —8 BW "' 8W 8IN 8W BW BW
—
S ss ss T SS ss SS ss ssT ss Ss BE—
ofss Ss
30' EXISTING 8" ALL Y (3 ) 30' STA 12+g6.2 4.03'LT
STA 12+46.3 4.87 LT L T 105 O UTIL ZE STA 1 +46.26 5.16'LT
EXISTING 8" SEWER MAIN REMO E EXS .WAT R EXST.WATE SERVI E LOT 1 9 TO UTILIZE
WATER MAIN SERVICE AND AP @ HE M IN EXST WATER SERVICE
ST 13+q6.2 5.0'J
REMO E EXSI WATE R STA 13+97.1 5.09'LT
SERVIC E AND AP @ HE MA IN LOT 108 TO ILIZE
EXST.WATE SERVICE
RECORD DRAWING
ALLEY (30')
4765 4765
4760 0 0_ o_ FI (SHED GRAD o _ _ 4760
V W U U U U
Y rc rc rc
m
4755 o F In
m / \ 4755
�Z2
EXIST NGGROUND _ ---_ --- —
4750 —_ ———— — 4750
ST.8"WATER MAIN P.) ————
—————————--
--
E---- -- ----- --- —
------ — ---- —
4745 _ I ———— ----- ---- -- -- 4745
T.8"SEWER N AIN(TYP.)
Vf
4740 _ ———— ———— — I 4740
4735 0 0 0 4735
a a a
c9 v v
x x
4730 4730
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+74
VERIFY SCALE! REVISIONS 1 DRWN BY: JCH PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 3959.010
REDUCED.LINE BELOW MORRISON 2880TechnologyBlvd.W. CHK'D.BY: MEE LEGENDS II-PHASE 3
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 SHEET NUMBER
Surve ors MATTHEW E p'.% APPR.BY: MEE BOZEMAN MONTANA 7
ORIGINAL DRAWING. y EKSTROM '�%
Scientists f0 10853PE L'-1� DATE: 1=W4 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 ,,� a ALLEY
MODIFY SCALE ACCORDINGLY! �� Fax:(406)922-6702 `�s !1C p G`- O.A.REVIEW `p'
An Employee-Ow„ed C—pant' ,,,1S�o eNSE�� BY: #na# WATER SYSTEM y y—5
N:\3959\016VACAD\Sheets\RECORD DRAWINGS\Infrastructure\W-5.dwg Plotted by chip Nelsen on Dec/2912015 COPYRIGHT 0 MORRISONANAIERLE.INC.,2008 111NAL���. DATE: efl�w
8
� EX.SAN MH VI
W
STA 0+13.17 1.7'LT
REMOVE EXIST.8"CAP AND
CONNECT NEW 8"SS TO EXIST.8"SS ,nryl
f ;/ ,Ze" RECORD DRAWING So 0 50 100
HORIZ. SCALE IN FEET
/ / 5 0 5 10
✓ K 12.0' 305.29 L.F.OF 8"SDR 35 PVC @ 1.0% o.S.3 1 c1T 1 o LOT 120
LOT u] VERT. SCALE IN FEET
LOT 72 \ LOT 115 LOT 116 LOT 118
Otia
/ 267.38 L.F.OF 8"SDR 35 PVC @ 1.0%
LOT ut 139.42 L.F.OF 8'SDR 35 PVC 0.7%
LOT 113 I LOT 114 SEEWOYLAN ERSEERVICEROADTABLE
3 / 137.65 L.F.OF 8"SDR 35 PVC @ 0.85% LOT 112 SAN 05 LOT I'i LOT# STATION OFFSET
f LOT 72 0+19.6 38.O'RT
LOT 110 . 4 LOT 73 1+34.8 38.0'RT
BOYLAN ROAD LOT 110 2+55.1 38.0'LT
TBC-TBC) Y
pp R LOT 111 3+99.3 38.V LT
LOT 112 4+76.4 38.0'LT
LOT 113 5+81.4 38.0'LT
PHASE BOUNDARY ,p SAN 01 4751.2311 gW BS yZ LOT 114 6+56A 38.0'LT
4748.1841 gW r OO(V� LOT115 7+31A 38.0'LT
SAN 06 LOT 116 8+37.1 38.0 LT
LOT 122 LOT 117 1 9+17.1 1 38.0'LT
LOT 74
e W $ 4758.2240
-
/ LOT 101
LOT 70A Oh F LOT 100 \
/
/ SAN 02 m LOT 92 LOT 93 Z M 8 W
f 1 OT-r 3 J J 148.96 L.F.OF 8"SDR 35 PVC @ 0.7%
h Lor as LOT ss W w
P
e A LOT 75 Z 2� 110.56 L.F.OF 8"SDR 35 PVC @ 0.9% W LOT 102 .2 •r� LOT 107 II
''•• h
LOT 99 �v!V
0
LOT 94 LOT III')
LOT 86 s � m LOT 91
4775 4775
BOYLAN ROAD a a a+
TYPE"A"TRENCHBACKFILL "
rn� aar
N^ y N^n n TYPE ni"PIPE BEDDING N w v a
4770 ^� vN 1^1^ 01 _O 4770
�a Nar l aulvzz z� z_zz H U g Qvev
of
vi .a vi�y mLo
.Nyi'L �Z o- ZZn-
47654765 a o- zI nz KZZZ
ZNY--- +I �� m
m- y
--
4760 4760 a o ro a n N N +r1 V FINISHED G DE
a�» N NN M a >
--
nI
+r> z a > EXISTING GROUND
aI - wn -- - -- /
4755 �', �N m- - 4755
~ =148.95 -
4750 _ / - 4750
ROPO ED8"WM
4745 4745
sl OR
_ MAINTAIN 18"
IN.CLEARAN E
MAINTAIN 1 " AT CROSSIN
I 4740 MIN.CLEARANCE
I AT CROSSIN 4740
MAI 4TAIN 18"
MIN.C LEARANCE
AT ROSSING
4735 4735
MAIN TA 18"
MIN.CLEARANCE'
AT IN
wc
110.56 LF OF 8"SDR 35 137.5 LF OF 8"SDI Z 35 2 57.38 LF OF 8" DR 35 148.96 LF OF 8"SDR 35 139.42 LF O 8"SDR 35
PVC @ 0.85% PVC @ 1.0 PVC 0.7% PVC 0.7%
4730 aa 4730
iD fm0 0 0 V V n V V V V V t0 tV fV0 V V ^ ^ V V m V V O N DV V . N n
NNNV N V o tG ^ g 'o w Wr 6 PNO
6N N Y 4 Y Y Y Y Y 4 Y a Y 4 Y 4 Y v Y Y Y Y Y Y Y Y Y Y Y a Y Y Y 4 Y Y Y 4 Y 4 Y a Y Y Y 9 Y 4 Y Y Y 4 Y 4
c� 7 Lo
c� 9 c� 9 c� 9 c� O c� 9 c� 9 O c7 c9 t9 c� 9 c� 7 c9 9 c9 c7 L� c7 c� c7 cD c7 c� c7 c� c7 c� c7 0 c7 0 0 0 c� 0 a 0 0 c� c7 0 c7
W LL W LL W LL W LL W LL tit
W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
VERIFY SCALE! REVISIONS DRWN BY: JCH PROJECT NUMBER
�b A Jab'1 3959.010
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY 2880 Technology Blvd.W. CHK'D.BY: MEE LEGENDS II-PHASE 3
REDUCED.OLINE NEIN INCH
MORRISON
Engineers Bozeman,MT 59718 � �'� SHEET NUMBER
MEASURES ONE INCH ON Surveors MATTHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA
ORIGINAL DRAWING. � y EKSTROM
Scientists f0 10853PE L'-1� DATE:09/2014 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721
_ BOYLAN ROAD
MODIFY SCALE ACCORDINGLY! �� Fax:(406)922-6702 ��s !/C p G`- O.A.REVIEW /1
An e Pi yee-ow eacom�a y s oENSE BY: SANITARY SEWER MAIN \\J 1
N:\3959\016VACAD\Sheets\RECORD DRAWINGS\Infrastructure\S-1.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGHT 0 MORRISON.MERLE,INC..2014 IIiNAL���. DATE:
/ 7 / CHIPPEWA LN \ ATSINA LN
/ SEWER SERVICE TABLE
p / SEN/ER SERVICE TABLE
LOT STATION OFFSET .I
LOT]9 1+51.94 fi2.0'LT LOT# STATION OFFSET
\ / LOT 77 LOT 76 2+25.8 38.0'RT Q, \ LOT 80 1+18.3 38.0'LT
LOT 78 f '' LOT 89A 3+22.0 38.0'LT LOT 73 LOT 82 1+29.1 38.0'RT
9 {LI LOT 83 2+03.4 38.0'RT
NS a. LOT 75 2t33.0 38.0'LT
a: LOT 74 2t96.3 38.0'LT
/ PHASE BOUNDA r h LOT 75
195.79 L.F.OF 8"SDR 35 PVC @ 1.45% / ✓ / y LOT RO 0 \ LOT 6a
SAN 09
LOT 79 LOT 69A SAN 07 r W N 4750.1806
( SA LL BE A 5'DIAMET SAN A WAS INSTALLED WITH A
1 11 or]a
Q W/A POURS CONTRACTOR SHALLSE y
PRECAST 48"DIAMETER MH.THE _
SAN 08 r I !!� AROUND EW CUT EXST. CHANNEL WAS FORMED TO FLOW "O e W
4745.4424 ' c LINE AND FORM CHA SOUTHWEST ON MIDFIELD. (A.B.) --�
spb'
LOT ao VERIFY EXST.ELEVATIONS PRIOR TO
i
\ e n M CONSTRUCTION
-- H" e s 6 � I
m ATSINA LN
� �
EXISTING 8"SS
230 SF OF ASPHALT
TBC-TBC)' >� m^'
RESTORATION. MATCH (35 11
CHIPPEWEA LN t I EXST ROAD SECTION. 193.25LF.OF8"SDR35PVG@0.7% SAN 01
/ (35'TBC-TBC) Ip al
LOT 81 LOT 82 LOT 83 4748.1841
/
LOT 70A i LOT 84 � �}-
'9j,
NN LOT 76 I I `� 50 0 50 100
LOT7s � � \\\
0 50 100 HORIZ,
SCALE IN FEET
P I 5 0 5 10
II `� HORIZ. SCALE IN FEET VERT. SCALE IN FEET
II 5 0 5 10
VERT. SCALE IN FEET
CHIPPEWA LN ATSINA LN
TYPE'A"TRENCHBACKFILL z 7YPE'A"TRENCH BALCKEILL
TYPE"I"PIPE BEDDING TYPE"I"PIPE BEDDING
x � ^^ w
Z
QU ^� ins .q�Z
m x-,N� x�?mr U ^^ tO^wing
FINISHED GRADE o`+ ~ i ^tD�� y �o�a o �m�Z ��M ��'"'�ZZO
8.
Z ¢ >
z a o a�*^ Z¢ z o o Z A+ W. r W N iL m Z Z Z
aim z3¢ 0 MOE: ?_ 3a�i z¢' 'z$¢10 ze II z
4750 EXISTING GROUND 4750¢z F Z y m 3�rai1 z m of z aim z z_
nZ nr,>_
4755 4755
FINISHED GRADE
4745 4745
4750 EX IS ING GROUND 4750
PROPOSED 8"WM
4740 4740
BE
_ CT - R=497.25 '
4745 _ 4745
4735 4735
4740 4740
199.79 LF @ 1.73%(A.B.
199. OF 8"SDR 35
-VT @ 197.25 L 1.20%A.IB
4730 4730
R9B F OF 8"SDIR
0+00 1+00 2+00 3+00 4+00 35 VC
4735 4735
0+00 1+00 2+00 3+00 3+41
RECORD DRAWING
VERIFY SCALE! REVISIONS .,1 1 DRWN BY: JCH PROJECT NUMBER
NO. DESCRIPTION DATE BY F Aaa�yll 3959.010
TRESS PRINTS MAY 6E I 21180 Technolo Blvd.W. 19 CHK'D.BY: MEE
REDUCED.LINENCOW J MORRISON 9Y LEGENDS II--PHASE 3
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 SHEET NUMBER
ORIGINAL DRAWING. MATTHEW E �; APPR.BY: MEE BOZEMAN MONTANA -Surveyors �0 E"TROM
Scientists �O 10853PE w� DRAWING NUMBER
W; DATE: 09/2014
AIERLE INC. P/sonars Phone:(406)587-0721 O,A,REVIEW CHIPPEWA LN&ATSINA l_N
MODIFY SCALE ACCORDINGLYI Fax:(406)922-6702 s (/C 0 �?: C_2
.nnE prnyee-owneacnnpnr,Y `e,<S�pENSE BY: SANITARY SEWER MAIN J
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BLACKFEET ST CREE ST
SEWER SERVICE TABLE SEWER SERVICE TABLE
LOT# STATION OFFSET LOT# STATION OFFSET
LOT 87 1+26.8 38.0'LT LOT 95 1+26.8 38.0'LT
LOT 90 1+34.3 38.0'RT LOT 98 1+32.2 38.O'RT
LOT 86 1+89.5 38.0'LT LOT 94 1+96.6 38.0'LT
LOT 91 2+11.1 38.0'RT LOT 99 2+11 A 38.0'RT
LOT 85 2+62.8 38.0'LT LOT 93 2+77.6 38.0'LT
LOT 92 2+80.7 38.0'RT LOT 100 2+95.6 38.0'RT
y I LOT 88 LOT 87 0 _7 LOT 96 LOT 95
LOT 86 U LOT%
LOT 85
SAN 10 Z F I SAN 11
4753.2588 w T
LOT 93
N
W Z W
0 y W
u)
Ai Ms m v
n�5 M
I
BLACKFEET LN �s" N CREE LN
(35'TBC-TBC) SAN 03 EXISTING 8"SS (35'TBC-TBC) SAN 04
4751.2311 4754.4786
EXISTING 8"SS LOT 89 LOT 90 i
w I 188.80 LF OF 8"SDR 35 PVC @ 0.69/6 203.59 L.F.OF 8"SDR 35 PVC @ 0.791.
LOT 91 LOT 92 I LOT 97 I LOT 98 I LOT 99 LOT 100 I W
50 0 50 100 50 0 50 100
HORIZ. SCALE IN FEET HORIZ. SCALE IN FEET
5 0 5 10 5 0 5 10
VERT. SCALE IN FEET VERT. SCALE IN FEET
BLACKFEET LN CREE LN
TYPE'A"TPENCHBACKFILL
TYPE"I"PIPE BEDDING TYPE"A"TPENCHBACKFILL
1. TYPE"I"PIPE BEDDING m y�
U c V V O J J ^Cf m 2 V W A
N U rr I
0 0 N r m r a a y v v V ^U V M^r n N N V II II
�w or r�gYq � wm3
rSNw cdr a
��v� a�a0 ooia Ozz c7gzz0 cH F N-uR oMn F wwo I zz_
za�� Sa o zQ1Oj» a ��zzz �ZZz3¢�>>>
mw�z w�_ �92>>> mzwD:___ za Fl a r� zaF�O>»vaizoi�_»
4755 FINISHED GRADE AEK1919G GROUND 4755 rn rn z 3 a�0 N w E z z z
4760 rn z rn� 4760
FINISHED GRADE
EXISTING GROUND
4750 4750 4755 4755
EDGE-EDGE-1 8.7954'
4745 4745 4750 4750
4740 PROPOSED 8"WM MAINTAIN 18" 4740 4745 4745
MIN.CLEARANCE
PROPOSED 8"WM MAINTAIN 18"
MIN.CLEARANCE
188.80 F OF 8"SDR 3 AT CROSSING
P C@0.6% A-
473520.59 LF OF8"S R
4735 4740 5 PVC @ 0.7% 4740
0+00 1+00 2+00 3+00 3+50 0+00 1+00 2+00 3+00 3+50
RECORD DRAWING
VERIFY SCALE! REVISIONS 1 DRWN BY: JCH PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY s �bP) FII ry' 3959.010
REDUCED.LINE BELOW MORRISON 2880TechnologyBlvd.W. CHK'D.BY: MEE LEGENDS II-PHASE 3
MEASURES ONE INCH ON
Engineers Bozeman,MT 59718 � � SHEET NUMBER
Surve ors MATiHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA
ORIGINAL DRAWING. y EKSTROM
Scientists f0 10853PE L'-1� DATE:09/2014 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 %� BLACKFEET LN&CREE LN
MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 s "C p C�,= O.A.REVIEW
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N:\39591W6V1CAD\Sheets\RECORD DRAWINGS\Infrastructure\S-3.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGHT 0 MORRISONAMAIERLE.INC..2014 IIiNAL���. DATE:
RICHAU ST/KOOTENAI CT
LOT 104 LOT 103 LOT 102 $ O SEWER SERVICE TABLE SS SERVICE DETAIL AT MH 13 (A.B.)
SAN 12 3 LOT1 STATION OFFSET
LOT 103 1+25.8 38.0'LT
4759.2008 Z LOT 106 1+44.7 38.0'RT
LOT 101 / Q? LOT 102 1+72.9 38.0'LT
y }r9 LOT 107 2+39.2 38.0'RT
O w LOT 101 2+38.2 38.0'LT
m LOT 122 3+28.4 48.6'RT
LOT 118 3+29.0 49.0'LT SERVICE TO
M 9 LOT 119 3+85.8 50.7'LT LOT 120
LOT 121 3+86.9 50.0'RT
LOT 120 4+13.6 15.17'RT
ry �, 75.42 L.F.OF 8"SDR 35
PVC @ 0.9%
sse Ma
RICHAU LN 6g MH 13
(35'TBC-TBO) �',+,;s 2220
LOT 105 1 LOT 106 I SAN 06 LOT h,
153.50 L.F.OF 8"SDR 35 4758.2240
2
PVC @ 0.7% LOT 107 SERVICE TO
I LOT 119
EXISTING 8"SS /
fSAN 13 OOr —ZI 22 c 2 SERVICE TO
LOT!ox 4758.6260 LOT 121
L LOT 120
LOT 121
T
50 0 50 100
r
/ HORIZ. SCALE IN FEET
� I 5 0 5 10
VERT. SCALE IN FEET
z
RICHAU LN / KOOTENAI CT
TYPE"A"TRENCH BACKFILL NOT TO SCALE
TYPE"1"PIPE BEDDING
U N UT T
16: U
l"
y N n
N H N j
I ^ I "N Z f n Irn I n H
N+ +Nvv? MNF
11 _ O N Z 1 Z 2Om¢H Oj
¢H I �O° ¢��» » Im
FINISHED GRADE m rn �z rn rn ?? �z z
4760 4760
4755 4755 EXISING GROUND RECORD DRAWING
4750 4750
4745 PROPOSED WM 4745
MIN.CLEARAN
qI OP _ AT CROSSIN
B.
8"S DR 35 PVC @ SDR 35 PVC
47400+00 1+00 2+00 3+00 EDGE-CTR-CTR=79.42' 4+004740
EDGE=75.42'
SLOPE=1.59%
(A.B.)
VERIFY SCALE! REVISIONS NF1' DRWN BY: JCH PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY �b a'q I''� 3959.010
REDUCED.LINE BELOW MORRISON 2880TechnologyBlVd.W. CHK'D.BY: MEE LEGENDS II-PHASE 3
MEASURES ONE INCH.ON Engineers Bozeman,MT 59718 � �' SHEET NUMBER
s" ors MATTHEW E p'�% APPR.BY: MEE gOZEMAN MONTANA
ORIGINAL DRAWING. � y :U -
Scientists �� EKSTROM
Planners Phone:406)587-0721 �� 10853PE L'-1; DATE:09/2014 DRAWING NUMBER
AIERLE INC. ( ;� 2_ Q.A.REVIEW RICHAU LN&KOOTENAI CT A
MODIFY SCALE ACCORDINGLY! �� An employee-owned Company Fax:(406)922-6702 yiSs,7CENSEo��C�� BY, SANITARY SEWER MAIN S-�}
N:\3959\016VACAD\Sheets\RECORD DRAWINGS\Infrastructure\S-4.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGHT 0 MORRI -MAIERTE,INC.2014 IIiNAL���. DATE:
/ a h U�4
CHIPPEWA LNHORIZ. SCALE IN FEET
0 5 10
VERT. SCALE IN FEET
Z
L.T 10 �
,9 a Y
�oT,e Z U W w Q
N �0181 LOT a4 I Q LOT% W LOT lo< Z LOT l.l LOTION LOTlo9
0 0 0 0 0 0 0 0 0 o
w
.cs ss ss ss ss ss s ss ss ss s ss ss ss s
30' STA5+59.64 6.02'RT ALLE ( 0') 30'
INSTALL NEW SANITARY
STA 2+09.70 6.32'RT SEWER SERVICE. STA 8+39.8 6.1'RT STA 9+77.12 6.03'RT STA 11+07.39 5.98'RT
LOT 78 TO UTILIZE EXISTING STA 4+39.8 6.0'RT EX.SANITARY MIALOT 97 TO UTILIZE EXST LOT 104 TO UTILIZE EXST
SANITARY SEWER SERVICE. EX.SANITARY MH STA 7+23.64 6.06 RT SANITARY SEWER SERVICE. SANITARY SEWER SERVICE. STA 13+87.66 6.51'RT
STA 0+80.54 6.51'RT INSTALL NEW SANITARY LOT 108 TO UTILIZE EXST
STA 0+41.0 6.6'RT LOT 77 TO UTILIZE EXST SEWER SERVICE. STA 8+26.19 6.08'RT STA 12+4018 59'RT SANITARY SEWER SERVICE.
EXST SANITARY MH SANITARY SEWER SERVICE. I I . .
LOT 96 TO UTILIZE EXST
STA 5+2824 6.02'RT TO UTILIZE EXISTING SANITARY SEWER SERVICE. EX.SANITARY H
LOT 81
SANITARY SEWER SERVICE.
STA 12+88.83 5.84'RT STA 14+35.67 5.57'RT
LOT 105 TO UTILIZE EXST LOT 109 TO UTILIZE EXST
SANITARY SEWER SERVICE. SANITARY SEWER SERVICE.
NOTE. RECORD DRAWING
1.CONTRACTOR TO VERIFY FIELD LOCATION OF
EXISTING SANITARY SEWER SERVICES.
ALLEY (30')
4765 4765
TYPE'A"TRENCHBACKFILL
TYPE"I"PIPE BEDDING
4760 FINIS EDGRADE 4760
_ � I
4755 4755
II
I —
G GROUND
4750 4750
EX.WATER MAIN( P.) ———— —
11---- — --- ———— ---------- ---
4745 4745
_ — — ___ __ ----- E .SEWER MAI (TYP.)
4740 _ __ ___ —__ _ — 4740
4735 4735
4730 4730
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+74
VERIFY SCALE! REVISIONS 1 DRWN BY: JCH PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY �b14 Al�'`i ry' 3959.010
REDUCED.LINE BELOW M O RRI S O N 2880 Technology 5 lvd.W. CHK'D.BY: MEE LEGENDS 11-PHASE 3
Engineers Bozeman,MT 59718 � � SHEET NUMBER
MEASURES ONE INCH ON 8urve ors MATTHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA
ORIGINAL DRAWING. ti EKSTROM
Scientists f0 10853PE w-- DATE:09/2014 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 , a ALLEY
MODIFY SCALE ACCORDINGLY! �� Fax:(406)922-6702 ��s !/C p G`- O.A.REVIEW
AnF—pl yee-O—odC—pang s/DENSE�� eV: SANITARY SEWER MAIN S-5
N:\3959\016VACAD\Sheets\RECORD DRAWINGS\Infrastructure\S-5.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGHT 0 MORRISON+MAIERLE.INC..2014 II,NAL���. DATE: