HomeMy WebLinkAboutThe Legends at Bridger Creek 2 Phase 3 - Road Infrastructure CONSTRUCTION IMPROVEMENTS FOR r PROJECT
THE LEGENDS AT BRIDGER CREEK II SUBDIVISION LOCATION
%L a O DRIVE
PHASES III — ROAD INFRASTRUCTURE a
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
101 E. FRONT STREET, SUITE 304
MISSOULA,MT 59802
VICINITY MAP
ffiV NOT TO SCALE
RECORD DRAWING
I
I
INDEX TO SHEETS
- GENERAL SHEETS
I-1 COVER SHEET
I-2 STANDARD ABBREVIATIONS AND NOTES
ROAD PLAN AND PROFILE SHEETS
�9
Q \ R-1 BOYLAN RD
os.s R-2 CHIPPEWA LN / ATSINA LN
,9.z9a�a. R-3 BLACKFEET LIV / CREE LN
BENCHMARK #100: Y T. P R—4 RICHAU LN / KOOTENAI CT
ARROW BOLT — FIRE HYDRANT /� / R-5 ALLEY
NW CORNER OF BOYLAN ROAD
AND WEEPING ROCK LANE. AID -- _ DETAILS AND GRADING SHEETS
T �� S.3_
ELEV=4714.20 C.O.B. DATUM Hi
o
O.S.4 3083 S.F. —
LOT2 3713 S.F. D-1 ROAD DETAIL SHEET
I so.R.
—K TENAI CT. SD-1 SITE GRADING
I �
COMMON OPEN 7M6 SOF
SPA 10 LOT 110 LOT I u LOT 112 LOT 113 LOT 114 LOT 116 LOT 116 LOT 117 117 LOT 119 L 120
1. AC. 7824 SO.R. '. 89R]SO.R. 8505 LOT 118
19J SO.R. W51 sO.R.9122�.R, 0001 SO.R. fl491 m.R. 8 �.R
LOT 73 B ACS. 0.20 ACs. 0.21 ACS. O.ZO ACS. O.IB PLS 0,17
p,s, O.RO PCS O.Y!PCs. 12544 SO.R. 0.19 .21
0.29 5
/ 820819O. LOT 121
L0T74 _7D\� 83]6 SO.R.
P ]041 SO.R. 11 111 Al 1111U \\ '
e us.
u 7000 s0.9. LOT 75 COT 84 LOT I22
LOT
0.10 LOT 85 LOT92 LOi 93 100
8959 SO.R. ]03J SO.R' ]210 sO.R. 659]SO,R. LOT IOI \ 66)2 SOAR
/ 021 PC5 0.20— IB Sn. I
LOT8 Sfi LOT
— C P LOT 9d
ffS — �� s0. / LOT 99 LOT 102 /
]R6B SO.R. ]582 SO.R. 7-�.R. I'A00 sO.R. LOT 107
S. 66 9 SO.R.
LOT B2 LOT 87
PCS.
74 1 S Ft.uo.n LOT 90 LOT 95
/ .S. 1sT77 LOT 79 fi]49 m.R. BBOJ sO.R. fi)o]m.R. BOOB sO.R. LOT 98 LOT 103 LOT 106
1.51 s0. LOTH LOT BO 0]02 sO.R. 8010 W.R.
0.25 PC BO84 sO.R.BJ50 sO.R. f'��'R' LOT 108 AT 10
0 22 SO.R 0.21 AC9. 0.19 ACS LOT 81 LOT 88 II I515 50. /39�'
.19 PLS. 6)60 m.R. .7.%FT. LOT 89 LOT 96 LOT 97 IAT 104 028 PCs.''p AC9
1 fiJ60�.R. fi)EO m.R. fi]BO SO.R. O'l80 SO.R. E46ITSO.R.
1111111111111111111 hh�
I I I I I I I I I I I I I I I I IIIIIIIIIIIIIII IIIIII IIIIII I" jil
I
I III
I iilil
I I IIIII
I I I i i i i i i l
—HWY 86(BRIDGERDRIVE) — — — — — — — —� —
VERIFY SCALE! REVISIONS ally"') 1 DRAWN BY: MEE/EAS PROJECT NUMBER
THESE PRINTS MAY BE
NO. DESCRIPTION DATE BY 2181TechnologyBlvd. I, CHK'D.BY: MEE THE LEGENDS AT BRIDGER CREEK II-PHASE III 3959.010
REDUCED.LINE BELOW 1 RECORD DRAWINGS 12130/15 CRN J En ineers J _
MEASURES ONE NCH ON MORRISON 9 Bozeman,MT 59718 -^o 'ri SHEET NUMBER
Surve ors MATTHEW E �% APPR.BY: MEE BOZEMAN MONTANA 1
ORIGINAL DRAWING. Y ,70 EKSTROM w''
I Scientists ;p W� DATE: 04/2015
AIERLE INC. Planners Phone:(406)587-0721 !� 10853PE _, OA REVIEW r DRAWING NUMBER
MODIFY SCALE ACCORDINGLVI Fax:(406)587-1176 r "CENS`1-o �?3 y0`/ER SHEET I 1
np/oy�-o�eacoav—r S�ONA1 E� BY. 1 1
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60' ROW
125 35' TBC TO TBC 12.5'
ROAD 2.0'
5.0' 6.5' 2.0' 15.5' 15.5' 6.5' 5.0'
SIDEWALK BLVD BLVD SIDEWALK
1.0 31.0' TBC=CL-0.09 1.0'
2.00% 2.00% 3.00% 3.00% 0.45' 2.00% 2.00%
4" THICK �'l�III— III 0 000 "oo"oo"oo o"o o"o "o 0000"000 ,-r -
_ _ 000000000 °
t-
3"-1" WASHED ROCK _ - IJ I IIIII I IJ I IJ I I1 I I1 I IJ I II III1 I I1 I I1 I IJ I I1 I.
TYPICAL STANDARD CURB
SEE COB STD DWG 02528-1 3" ASPHALT PAVEMENT
TYPICAL 35'ROAD SECTION FOR 60'ROW 6" 1j"-MINUS CRUSHED
SCALE: 1 =4.0' GRAVEL BASECOURSE
MIN. 15" UNCRUSHED
SUB-BASE COURSE
COMPACTED SUBGRADE
RECORD DRAWING GROUND LUG CONNECT #6 GRID
TO LUG
GALVANIZED NUTS
& WASHERS
1" CHAMFER
BUSHING END
24" BEHIND CURB OR
12" BEHIND SIDEWALK
TROWEL FINISH
30' ROW
ALLEY •f ,.i�
8.0' 8.0' FINISHED GRADE
2.0' �~ 2.0' 1 1/4" PVC �. j..
SCH40 LONGI 1/2" PVC CON UIT FOR
16 SWEEP CONDUIT 21 MAX ),: }' GROUND CONDUCTOR
2:1 MAX 3.00% 3.00% RISERS N ,�
�,.r� � .', #6 CU. GRID.
2:1 MAX O O 2:1 MAX
ANCHOR BOLTS — •;I.. ,�i o
SIZE & PATTERN ASRECOMMEN
POLE MANUFADED Y
CTURER k— --1 3/4"0 X 10'L CU.
%.�: CLAD GROUND ROD
3" ASPHALT PAVEMENT '` ,:'•j,
CONCRETE BASE
6" OF 12" MINUS CRUSHED 24 0
GRAVEL BASECOURSE
NO. 3 HOOPS
MIN. 15" UNCRUSHED 1' O.C.
SUB_BASE COURSE ^,""
TYPICAL ALLEY SECTION FOR 30'ROW NO. 4 VERTICAL
SCALE: 1"=4.0' COMPACTED SUBGRADE BARS SPACED AT
•` ✓• 60•
LIGHT BASE DETAIL
NOT TO SCALE
VERIFY SCALE! REVISIONS bNA Aid,II DRAWN BY: MEE/EAS PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY
REDUCED.LINE BELOW MORRISON 288eman, T 5Blvd. cHK D.BY: THE LEGENDS AT BRIDGER CREEK I -PHASE III 3959.010
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 � �. SHEET NUMBER
suvso� MATTHEw E �% APPR.ev: BOZEMAN MONTANA a
ORIGINAL DRAWING. Y EKSTROM
f0 10853PE L'-�� DATE: 0412015 DRAWING NUMBER
ME ) Scientists
AIERLE INC. Planners Phone:(466) 7-1176 Q.A.REVIEW
MODIFY SCALE ACCORDINGLY! An enpl yce-owned co,,,pary Fax:(40)58-117 �,�sS��eeNse° =" BY: PROJECT DETAILS D_1
N:\3959\016\ACAD\Sheets\RECORD DRAWINGS\Roads\D-1.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGHT OMORRIWN-MAIERLE,INC..2015 ``"I�NAL���. DATE: 1
i
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. Not used
ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE SECTION LINE OR DLC LINE
ALT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT 3. Not used
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT of TANGENCY CENTERLINE (?) 4, The Contractor shall restore all roadway surfaces to equal or better condition than existed to excavation,
APPROX APPROXIMATE Y q prior
FLEX FLEXIBLE PVC POLYVINYL CHLORIDE
APVD APPROVED FLG FLANGE PVMT PAVEMENT BT BURIED TELEPHONE as determined by Owner and the Engineer.
ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE PAD RADIUS 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field
ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE ROAD (EDGE of EXISTING PAVEMENT) verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The
AVG AVERAGE ELK FLOOR BOB REINFORCED-CONCRETE PIPE Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide
@ AT FOG FACE OF CONCRETE RD ROAD, ROOF DRAIN , < EXISTING CULVERT proper protection when location is known.
BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER
BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR O FOUND MONUMENT BOX 6. A list of representatives to contact for information regarding facilities is as follows:
BETW BETWEEN FT FOOT, FEET REF REFERENCE
BE BOTTOM FACE Montana One Call System Dispatcher 1-81-8344
FTG FOOTING, FITTING RENT REINFORCE 0 HORIZONTAL/VERTICAL CONTROL POINT Northwestern Energy Ande Buffington 582-4632-4631
BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE, RELOCATION Bresnan Communications Todd Jenson 522-3958
BLK BLOCK GA GAGE, GAUGE READ REQUIRED CONTROL POINT CenturyLInk Jason Wiseman 585-2354
BLW BELOW GAL GALLON RST REINFORCING STEEL
BM BEAM, BENCHMARK GALV GALVANIZED RT RIGHT + COORDINATE POINT 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all
BOT BOTTOM GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall
ERG BEARING GRID GROUND SAN SANITARY B-1 BORING LOCATION AND NUMBER. SEE be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not
BRKT BRACKET GRTG GRATING SCHED SCHEDULE SPECS FOR BORING LOGS. be made.
CHAN CHANNEL „32+00
GSKT GASKET SDWK SIDEWALK ., SURVEY HUB AND TACK WITH STATION 8, All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer.
CHK CHECK GSP GALVANIZED STEEL PIPE SECT SECTION Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The
Cl CASTIRON GVL GRAVEL SHT SHEET 0 U.S. GOVERNMENT BOUNDARY MARKER.
FOUND C.O.E. BRASS CAP STAMPED W N0. cost of this additional bedding shall be included in the unit price bid for water and/or sewer main.
CIMJ CAST-IRON PIPE MECHANICAL JOINT
GWB GYPSUM WALLBOARD SIM SIMILAR W/
NO.
CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE ABM-2 BENCHMARK LOCATION AND NUMBER OR 9. All water and sewer in Phase III have been previously installed. Plan and profile views show the approximate
CIPC CAST-IN-PLACE CONCRETE HE HOSE BIB SP SPACE, SPACED EASEMENT CORNER REBAR locations of infrastructure. The record drawings of the said Work will be provided to the contractor as necessary.
CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION O POINT OF INTERSECTION, SET 5/8% 18"
CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPG SPACING REBAR W/L.S. CAP STAMPED C-329" 10. Not used
CL CENTER LINE HDR HEADER SEPT SUPPORT 0 P-3 PIEZOMETER LOCATION AND NUMBER
CLDI CEMENT LINED DUCTILE IRON HK HOOK SO SQUARE 11. Not used
CLG CEILING HM HOLLOW METAL SO FT SQUARE FOOT X 1000 EXISTING GRADE
CLR CLEAR, CLEARANCE 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall
HORIZ HORIZONTAL SO IN SQUARE INCH be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES
CMP CORRUGATED METAL PIPE HE HORSEPOWER SST STAINLESS STEEL 01000 FINISH GRADE Permit.
CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION
CO CLEANOUT HT HEIGHT, HEAT TRACE SS SANITARY SEWER 42.6 ELEVATION ORIGINAL GROUND 13, All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments
COB CITY OF BOZEMAN TV HOSE VALVE STD STANDARD indicated on the plans. Elevations are finished centerline asphalt elevations.
COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER EDGE OF TREES, BRUSH
COMB COMBINATION 14. Not used
HWY HIGHWAY STL STEEL
GONG CONCRETE OR CONCENTRIC HYD HYDRANT STRUCT STRUCTURE ' 12" EXISTING TREE W/APPROX. TRUNK DIAMETER
CONN CONNECT, CONNECTION 15. Not used
ID INSIDE DIAMETER SYM SYMMETRICAL �IIII��
CONSTR CONSTRUCTION IE INVERT ELEVATION T&B TOP AND BOTTOM 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility
(n CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE TB THRUST BLOCK
z CONTR CONTRACTOR IN. INCH TBC TOP BACK OF CURB NEW TREE AS SPECIFIED - companies.
0 COORD COORDINATE INTL INFLUENT TF TOP FACE 17. The contractor shall notify Montana One Call ®811 or 1-800-551-8344 for onsite utility location. All existing
CORR CORRUGATED INSTL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE v -ov SIGN, ONE POST OR TWO POST utilities shall be marked before digging.
Q CP CONTROL PANEL INSTR INSTRUMENT THK THICK
> CPLG COUPLING INSUL INSULATE THRU THROUGH EXISTING MANHOLE 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall
W C TO C CENTER TO CENTER INT INTERIOR T.O. TOP OF immediately repair the damage at the contractor's expense.
CTR CENTER JB JUNCTION BOX T.P. OUTSIDE TOP OF PIPE Qs NEW MANHOLE 19. Not used
m CTSK COUNTERSINK JST JOIST TOG TOP OF CONCRETE, TOP OF CURB
m JT JOINT TST TOP OF STEEL EXISTING UTILITY OR TELEPHONE POLE
Q CU CUBIC 20. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work.
CU FT CUBIC FEET L ANGLE TW TOP OF WALL
CU IN CUBIC INCH LBS POUNDS TYP TYPICAL NEW UTILITY OR TELEPHONE POLE 21. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 30" from
CULV CULVERT LF LINEAR FEET UBC UNIFORM BUILDING CODE finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. See North Western
CU YD CUBIC YARD LNTL LINTEL UG UNDERGROUND ��� ------DITCH SHOWING DIRECTION OF FLOW Energy, Utility Culvert Requirement Detail in the Project Manual for details. All locations are shown approximate and
D DRAIN LONG LONGITUDINAL ULT ULTIMATE shall be field fit as directed by Engineer. Contractor shall secure conduit end marker caps from Northwestern Energy
d PENNY(NAIL SIZE) LP LOCAL PANEL UTIL UTILITY _-,-------_CREEK/RIVER W/DIRECTION OF FLOW and install them.
IDEA DEFORMED BAR ANCHOR LR LONG RADIUS V VALVE, VOLT
- 22. Not used
DEL DOUBLE LT LEFT VB VALVE BOX �1000- NEW CONTOUR
DET DETAIL
LVL LEVEL VERT VERTICAL 23. All curb return radii at intersections shall be 15' unless otherwise noted
DI DUCTILE IRON, DRAIN INLET LVR LOUVER VOL VOLUME _--10001 EXISTING CONTOUR
DIA DIAMETER MATL MATERIAL VRFY VERIFY 24. Contractor shall field verify line and grade existing connections. Contractor shall also field verity existing
DIAL DIAGONAL MAX MAXIMUM VTR VENT THROUGH ROOF conditions at each location where Phase III is connecting to existing infrastructure.
DIM DIMENSION ME MACHINE BOLT W WIDTH
DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER WD WOOD
DIR DIRECTION MCP MOTOR CONTROL PANEL W/ WITH MATERIAL SYMBOLS DINDOWN MECH MECHANICAL W/0 WITHOUT RECORD DRAWING
V
N/�/�T'
DR DOOR MFD MANUFACTURED WL WATERLINE
DWG DRAWING MFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN CONCRETE
EA EACH MH MANHOLE WS WATERSTOP, WATER SURFACE
EF EACH FACE, EXHAUST FAN MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL
EL, ELEV ELEVATION MISC MISCELLANEOUS WT WEIGHT _
El ELBOW E - 1II GROUND SURFACE GENERAL DESIGN DESIGNATIONS
MJ MECHANICAL JOINT WTR WATER
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 LINE
EQUIV EQUIVALENT MBER SOF OUTSIDE FACE 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- DRAWING NUMBER
EW 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
EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER.
EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT
EXST EXISTING ALL ABBREVIATIONS ARE USED ON THE PLANS.
PE PLAIN END STANDARD DETAIL NUMBER XXXXX �STANDARD DETAIL DESIGNATION
EXT EXTENSION, EXTERIOR PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS GENERAL NOTES: SEE DRAWING D-1 THRU D-33
F FLANGE PERP PERPENDICULAR (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON AT END OF DRAWINGS
FAB FABRICATE PH PIPE HANGER SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS STANDARD DETAIL DESIGNATION
PI PRESSURE INDICATOR, POINT OF INTERSECTION OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS
4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MAY NOT BE SHOWN ON THE PLANS.
PJF PREMOLDED JOINT FILLER FIFTH EDITION, MARCH 2O03
VERIFY SCALE! REVISIONS bNk A DRAWN BY: MEE/EAS PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 1 2880 Technology Blvd. CHK'D.BY: MEE THE LEGENDS AT BRIDGER CREEK II-PHASE III 3959.010
REDUCED.ONEIN LINE INCH
JI MORRISON
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 �� �. SHEET NUMBER
Surve ors MATTHEW E p'.% APPR.BY: MEE BOZEMAN MONTANA 2
ORIGINAL DRAWING. ti EKSTROM
Scientists f0 AIERLE '-��INC.INc. Planners Phone:(46) 7 %� _ Q.A.REVIEW
MODIFY SCALE ACCORDINGLY! An Employee-owned C-pzny Fax:(406)587-117-1176 10853PE DATE: 04/2015 DRAWING NUMBER
',,sS�CEW,°��G=" BY: GENERAL NOTES T_2
N:\3959\016\ACAD\Sheets\RECORD DRAWINGS\Roads\G-1.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGW 0 MORRISON-MAIERLE,INC..2U15 ``'"1" AL���. DATE: 1
w" GRADE TO MATCH EXISTING
W \
ROAD.MAINTAIN DRAINAGE
28.0
� O
- INSTALL ALL HATCHED -N-
SIDE WALK AND PEDESTRIAN Ij
RAMPS WITH THIS PROJECT(TYP) SERVICE LOCATION FOR ,l
INSTALL 6'(L)x3'(W)x3"(T) FUTURE MAILBOX LIGHT N
CONCRETE USPS PAD LOT 120 50 0 50 100
SERVICE LOCATION FOR
LOT 119
/ \ FUTURE MAILBOX LIGHT
LOT L17 LOT 118 HORIZ. SCALE IN FEET
/ INSTALL MID-BLOCK LOT 11s .3 LOT ue 5 0 5 10
L=92.85,R=280.00 \ PEDESTRIAN RAMP,(TYPE._ LOT 113 LOT ua L=137 73,R=250.00 PRO OSED SPILL `
A=18°59'57" - LOT 112 INSTALL 6'(L)x3(W)x3"(T) A=31 3'52" CURB(TYP) r10 LOT 1v VERT. SCALE IN FEET
CONCRETE US S PAD T
LOT 72 \ \ LOT III .9.4 INSTALL STREET /SF FH
PROPOSED O.B.. MARKER AND STOP SyFF�,C'T
/ / s DOUBLE GU TER(TYP) SIGN SEE NOTE 5 RW)
/�/ y✓ 63 LOT 110 ROAD GENERAL NOTES:
PROPOSED C. .B. TBC=4758.10' 1. AT INTERSECTIONS, TRANSITION (10') CURB RADII
PROPOSED C.O.B. DOUBLE GUT R(TYP)BOYLA PROPOSED PILL FL=4757.42'
�/ DOUBLE GUTTER( P) INSTALL(3)8- (35'TBC-TBC) CURB(TYP) TBC=4757.72' FROM CATCH CURB TO SPILL CURB TO ALLOW
/ �/ UTIL TYTALL(3 CONDUITS FLOW INTO AND OUT OF DOUBLE GUTTER AS
PROPOSED PILL SPECIFIED ON PLANS. MAINTAIN DRAINAGE. SEE
o�/✓ SE NOTE 3(TYP) CURB(TYP) _ _a_n.�a C.O.B. STANDARD DETAIL NO. 02529-1.
c L=197.92,R=200.00 PROPOSED SPILL +
/ � � w "{ w B ss T '
A=56°42'02" CURB(TYP) w �36+00 w BC=4758.71 2. ALL INTERSECTION RADII ARE 15' TO TOP BACK
/ s 37x � w� (FL=4757.85' OF CURB TBC).
✓ LOT 73 35+00 �� TBC=4758.59'
-- LOT 122
/ TBC=4748.24' w -w w 34+ � '-' - PC:3+41.38 � 3. INSTALL (3) 8" N-12 CORRUGATED
✓ FL=4'47.87' w w w 33+00 PT: +79.11 w - PRO POSED SPILL POLYETHYLENE UTILITY CONDUITS AS SHOWN ON
2 0 Iae INSTALL LIGHT PROPOSED C.O.B. RB TYP
/ TBC=4748.43' "-` sss� TBC=4753.85' BASE(TYP) DOUBLE GUTTER(TYP) ( ) PC:40+37.07 PLANS. MAINTAIN 30" OF COVER, INSTALL PER
PT:41+11.70 NORTHWESTERN ENERGY DRAWING NO. 1235-A.
LOT 74 INSTALL LIGHT FL=4753.60' y TBC=4754.69' TBC=4757.73'
LOT Ton BASE TYP TBC=4754.31' FL=4754.04'
4. ALL HATCHED SIDEWALK AND PEDESTRIAN
( ) FL=4757.43' RAMPS SHALL BE INSTALLED WITH THIS PROJECT
INSTALL STREET INSTALL LIGHT TBC=4750.69' TBC=4751.40' a TBC=4754.59' TBC=4758.03' a PER C.O.B. STANDARD DETAIL NO. 02529-8.
R AND STOP 3 BASE(TYP) FL=4750.40' FL=4750.77' LOT 101 41+00
SIGN OTE 5 LOT 93 LOT 100
Lone h TBC=4748.83' TBC=4750.90' S. INSTALL STREET MARKER AND STOP SIGN PER
FL=4748.19' TBC=4751.06' a C 2 N LOT 92 T C.O.B. STANDARD DETAIL N0. 09810-1 AND
A/z
Se /S J TBC=4748.72' INSTALL STREET MARKER AND STO SIGN SEE NOTE 5 �"
LOT 84 LOT as MARKER AND STOP INSTALL LIGH
LOT 7s y W _! INSTALL STREET SIGN SEE NOTE 5 09810-4.
y !� Q F BASE(TYP) L=74.63,R=150.00
FFrq�N � 3 J- % MARKER ANDST LOT102 TBC=4758.60' A=28°3 21"
2J W Ill 'r SIGN SEE NOTE 5 I y LOT 99 Z / FL=4757.86'
W F W W LOT91 LOT 94 M TBC=4758.41' LOT 108 LOT 109
B .Y In W !. ~ LOT 107
a y LOT 86 Q S =y /+_ GRADE TO MATC EXISTING
ROAD.MAINTAIN RAINAGE.
R MOVE DEAD END B RRICADES
4775 ` 4775
BOYLAN ROAD VPI STA 6+00.00 5.56
L=5.00'
4770 - 4770
$ L6 + H J
p^ >
4765 c 1 I > ~J 4765
,n In Qw HJ FF
c q w U U
I STA=29+75.f 0
rn w
a a
4760 K=10590 - 4760
L=100.00' i
II I FINISHED GRADE
H J EXISTING GROUND STA 39+8 3.2
INSTALL 3)8"
0
4755 c 1.2 4755
$ +r STA 33+38.5
N v I STALL(3)8" +
+ 00
N I
4750 <w ¢w ~~ 4750
F J 0"' >>
a a
EX.W TER MAIN
4745 ' 4745
4740 4740
EX.SEV ER MAIN
4735 4735
4730 4730
tj Iad � Iad s 1. s Ns s r s b Vn $ N N n ^ $ � O�� O n , .
O
a a n n .4 co 6 $ 6 .
oi m to c'l C'I
a LL a q v q v q v q a y v q v q v q a y a y a y a y a y a y a y a y a y a y a y a y q y a y a y q y a y a y a (D w LL
w I, (LL LL7 tLL LL7 C C t7 LL9 LL9 , LL9 w 9 w C9 C C9 C LL9 C LL9 C 9 w C9 C C9 C LL9 L9 , LL9 C LL9 C9 w C9
w I, I, I, w w w I, I, I W W W W W W U W W w w LL
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
VERIFY SCALE! REVISIONS 1 DRWN BY:TEE/EAS PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY l'�bN Aaa ry' 3959.010
REDUCED.LINE BELOW MORRISON 21180Technology Blvd.W. CHK'D.BY: MEE/EAS THE LEGENDS AT BRIDGER CREEK II-PHASE III
Engineers Bozeman,MT 59718 � � SHEET NUMBER
MEASURES ONE INCH. MATTHEW E APPR.BY: MEE 3
ORIGINAL DRAWING. surveyors .� w' BOZEMAN MONTANA
Scientists EKSTROM
10853PE L'-r� DATE:04/2015 DRAWING NUMBER
l MAIERLE INC. Planners Phone:(406)587-0721 1
MODIFY SCALE ACCORDINGLY! �� Fax:(406)922-6702 ��s !/C p G`- O.A.REVIEW R 1
An e Pi yee-ow eaeom�a y S/ ENS �� BY: BOYLAN ROAD _
NA3959\016WCAD\Sheets\RECORD DRAWINGS\Roads\R-2.dwg Plotted by chip nielsen on Dec/30/2015 COPYRIGHT 0 MORRISON.AIERLE.INC..2014 III�NAL���� DATE:
REMOVE t60 LF OF EXISTING CURB RECORD DRAWING
AND GUTTER AND DISPOSE OFF SITE
GRADE TO MATCH EXISTING
ROAD.MAINTAIN DRAINAGE
TBC=4741.73'
INSTALL STREET LOT 70A
PROPOSED O.B. f / MARKERAND STOP
DOUBLE GUTTER( P) SIGN SEE NOTE 5 Z
J
TBC=4741.66'
LOT 76 L=95.25, 50.00 LOT 80 3 Lu LOT 73
I IL
rec=4749.74' I IL
�A�Q / ✓ 60�j TBC-4749.37' TBC=4750.53' I=
LOT 75
LOT 75 TBC=4749.21'l V Oy y��e
TBC=4749.05' TBC=4749.97' ECG
3 / INSTALL LIGHT i TBC=4749.05' TBC=4748.76'
BASE(TYP) y�
INSTALL STREET PC:1+17.67 LOT 74 /
MARKER AND STOP TBC=4749.37'
e
✓ TBC=4741.59'
s SIGN SEE NOTE 5 TBC=4748.24'
,. TBC=4741.38' PROPOSED(3)8" �v
/ LOT 69A UTILITY CONDUITS w CF4L7=4487.4437.87'
a
TBC=4742.85' M ' SEE NOTE 3(TYP) till
Z,00
s ss�
TBC=4743.28' PC:1+61.91 M INSTALL ALL HATCHED PROPOSED SPILL
PT'2+57'16 W J SIDE WALK AND PEDESTRIAN CURB(TYR) I `�
'
MPS WITH THIS PROJECT(TYR) TBC=4750.48 as ,,ID I
TBC=4749.21' a INSTALL MID-BLOCK =168.52,R=350.00 PT:2+86.19
(T
INSTALL LIGHT T -Z
TBC=4744.24' PEDESTRIAN RAMP, YP) TBC=4750.72' A=27°35'14" PROPOSED(3 8" PROPOSED C.O. .
TBC=4750.10' UTILITY CONDU TS
TBC
LOT 77 BASE(TYP) I I SEE NOTE 3( P) DOUBLE GUTTE (TYR)
_ TB .52' 50 0 50 100
� TB 4746.12' TBC=4749.97' Z I LOT at LOT a2 LOT s3 I STALL STREET 41pp
LOT 79 J -N- MA KER AND STOP
/ \ 1,01780
Q I SIGN SEE NOTE5 HORIZ. SCALE IN FEET
LOT71 I I Z ATSINA LN m
N BC=4748.72' PROPOSED SPILL 5 0 5 10
I I I I (35'TBC-TBC) FL=4748.19, CURB(TYR)
Q TBC=4748.83' VERT. SCALE IN FEET
-- -- ---- 50 0 50 100 I I LOT as
HORIZ. SCALE IN FEET GENERAL NOTES:
AT INTERSECTIONS, TRANSITION (10') CURB RADII
5 0 5 10 FROM CATCH CURB TO SPILL CURB TO ALLOW
FLOW INTO AND OUT OF DOUBLE GUTTER AS
VERT. SCALE IN FEET SPECIFIED ON PLANS. MAINTAIN DRAINAGE, SEE
STA=3+81.24 VPI STA=0+43.13 C.O.B. STANDARD DETAIL NO. 02529-1.
ELEV=4749.24 VPI ELEV=4750.92
STA=3+65.60 K=17.50 2. ALL INTERSECTION RADII ARE 15' TO TOP BACK
CHIPPEWA LN VPI STA=2+50.00 ELEV=4749.73 L-70.00' OF CURB (TBC).
VPI ELEV=4747.28 STA=3+49.91
K=62.90 ELEV=4749.28 + o.1 3. INSTALL (3) 8" N-12 CORRUGATED
II l ATSINA LN m'7 a STA=3+56.49 POLYETHYLENE UTILITY CONDUITS AS SHOWN ON
L=100.00' 9 y cO a
VPI STA=1+00.00 o N F w 00 q 4 s+ ELEV=4748.16 PLANS. MAINTAIN 30" OF COVER, INSTALL PER
755 - 4755 +
o^ 4755 it > 4755 NORTHWESTERN ENERGY DRAWING NO. 1235-A.
> H w
M
L=1110 rn w r r FINISHED GRADE w 4. ALL HATCHED SIDEWALK AND PEDESTRIAN
4 ui 1 w U U >> STA 3+76.52 RAMPS SHALL BE INSTALLED WITH THIS PROJECT
m rn w > LILLN=4747.13 PER C.O.B. STANDARD DETAIL NO. 02529-8.
O INN ONj jN� LL LL
750 ` F J M 4750 47rop 4750 5. INSTALL STREET MARKER AND STOP SIGN PER
o a+ oo a ^ STA 3+31.8 C.O.B. STANDARD DETAIL NO. 09810-1 AND
U U
r w¢> ,�n >> _ INSTALL(3)8" 09810-4.
UTILITY CONDUITS
F� » II
.745 4745 4745 4745
d EXISTING GROUND STA +01.0
INSTl ILL(3)8"
FINISHED 3RADE UTILI CONDUITS
1. EXISTING GROUND
.740 4740 4740 4740
EX.WATER MAIN
EX.SEWER MAIN
.735 EX.WATER MAIN 4735 4735 4735
o Qn m N rn n M
EX.SEWER MAIN ai y o r a�i . aMi . v . v cc v r
r r�' n
w LL Y r=Y
0 t7 w U 0 t7 0 t7 0 U 0 U 0 U 0 0 0
W LL W LL W LL W LL W LL W LL W LL W LL W
730 4730
'n -0+50 0+00 1+00 2+00 3+00 4+00
N M N
V VI V V O V V � O V V V V V O V O V V n
W W LL W LL W LL W LL W LL W LL W LL W LL W LL
-0+50 0+00 1+00 2+00 3+00 3+90
VERIFY SCALE! REVISIONS 1 DRWN BY: TEEIEAS PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY s''�b14 Al�'`i ry' 3959.010
REDUCED.LINE BELOW MORRISON 2880 Technology BNd.W. CHK'D.BY: MEF/EAS THE LEGENDS AT BRIDGER CREEK II-PHASE III
Engineers Bozeman,MT 59718 � �'� SHEET NUMBER
MEASURES ONE INCH. SNrveors MATTHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA 4
ORIGINAL DRAWING. y EKSTROM
Scientists f0 10853PE L'-1� DATE:04/2015 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721
MODIFY SCALE ACCORDINGLY! �� Fax:(406)922-6702 ��s !/C p G`- O.A.REVIEW ^_/�
AnF-pl yee-O-odCompary S ENSe�� BY: CHIPPEWA LN&ATSINA LN K L
N:\3959\016V1CAD\Sheets\RECORD DRAWINGS\Roads\R-2.dwg Plotted by chip nielsen on Dec/30/2015 COPYRIGHT®MORRISON+AAIERLE.INC..2014 III�NAL���� DATE:
Inc=wro i.qu�
K
LOT 86 LOT a�
Z In Z
PROPOSE (3)8" -3 N LOT 96 Q 2
UTILITY CO DUITS I �- w LOT 95 J rn
SEE NOTE (TYR) TBC=4750.69' Q N PROPOSED 3 8"LOT 94 O N
TBC=4751.90' FL=4750.40' Lu UTILITY CO...ITS m
LOT 93 I
PC:1+pp,8 BC=4751.06' w I SEE NOTE 3( P)
TBC=4752.8' TBC=4753.17' TBC=4755.01' PT:1+7.98
PC:0+96.88 TBC=4753.85'
PT:1+70. TBC=4755.82' FL=4753.60'
TB =4751.29' TBC 4756.50' TBC=4754.31'
PROPOSED C.O.B.
0-60 DOUBLE GUTTER(TYP) TBC 4754.81' PROPOSED C.O.B.
+I 4 M - �+0 M M I M DOUBLE GUTTER(TYP)
SSTB M -0459 +0 - 1 0 M
I 2+
ss a
� L=9.51,R=300.00
p
LjjJ TBC=4753.15 0=13"16'33" gC=4752.04'
+p:
TBC_4752.61 4+pp L=1.10,R=350.00
J INSTALL STREET I 4=13"16133"
Q B LAC KF E ET LN MARKER A qD STOP W TBC 4756.18' BC=4755.61' �pp
(35'TBC-TBC) SIGN SEE NOTE 5 I J TBC=4755.71 INS ALL STREET -?
TBC=4750.90' l CREE LN MARK AND STOP
LOT 89 LOT 90
FL=4750.77' PROPOSED SPILL �--Z Q SIGN SEE NOTE 5
CURB(TYR) I I (35'TBC-TBC)
TBC=4751.40' TBC=4754.59' PROPOSED SPILL 50 0 50 100
LOT 91 I CURB(TYR)
[AT 92 50 0 50 100 FL=4754.04' s
LOT 97 LOT 98 LOT 99 TBC=4754.69' HORIZ. SCALE IN FEET
LOT too N
HORIZ. SCALE IN FEET I 5 0 5 10
5 0 5 10
I
VERT. SCALE IN FEET I
VERT. SCALE IN FEET :
II GENERAL NOTES:
F 1 1. AT INTERSECTIONS, TRANSITION (10') CURB RADII
FROM CATCH CURB TO SPILL CURB TO ALLOW
VPI STA=0+75.00 FLOW INTO AND OUT OF DOUBLE GUTTER AS
VPI ELEV=4754.01 VPI STA=1+0000 SPECIFIED ON PLANS. MAINTAIN DRAINAGE. SEE
.
K=23.75 C.O.B. STANDARD DETAIL NO. 02529-1.
L=100.00' VPI ELEV=4757.3-
a o BLACKFEET LN STA=3+34.15 K=39.74 CREE LN
of N n c ELEV=4750.81 4765 = 4765 2. ALL INTERSECTION RADII ARE 15' TO TOP BACK
4760 4760 OF CURB (TBC).
^ +o o N vi n In TA=+4.2 'n ?o
+ °J STA=3+48.92
Ii > ¢ a5 �+.�^ ELEV=4751.2 N o m a - 3. INSTALL (3) 8" N-12 CORRUGATED
rn w n ^ ¢ N ¢ v ^ v n _+6 POLYETHYLENE UTILITY CONDUITS AS SHOWN ON
502 ¢w o `�v PLANS. MAINTAIN 30" OF COVER, INSTALL PER
- 53.82
F w m II > ¢w " " ¢w NORTHWESTERN ENERGY DRAWING NO. 1235-A.
O O LL LL EXISTING GROUND 4760 w F J m W N J w 4760
4755 >> FINISHED GRADE 4755
__ O o a a 4. ALL HATCHED SIDEWALK AND PEDESTRIAN
RAMPS SHALL BE INSTALLED WITH THIS PROJECT
» 1 FINISHED GRADE PER C.O.B. STANDARD DETAIL NO. 02529-8.
5. INSTALL STREET MARKER AND STOP SIGN PER
4750 4750 4755 4755 C.O.B. STANDARD DETAIL NO. 09810-1 AND
09810-4.
0+82.5 I
EXIST NG GROUND
S
INST LL(3)8" INSTALL 3 8" fil
UTILITY CONDUITS TILITY CONDUITS STA 2+75 STA INSTALL+3 8"
4745 NSTALL 3 8" 4745 4750 U IL TY CONDUI S STA 2+16.2 ST;2+'A
4750
UTILI Y CONDUITS INSTALL(3)8" INST
UTILITY CC NDUITS
4740 E .WATER MAIN 4740 4745 4745
EX.SEWEF t MAIN EX.WATER MAIN
EX.E EWER MAIN
4735 4735 4740 4740
WIan N Ian V yy yy O! .ONn O ��p 0yy1 ��p O �Vp yWy h Oy�yi N y� T yOy
. O1
Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 4
Y a Y Y Y Y Y a Y (b Y a Y Y Y Y (7 w w(9 (7 (7 t7 (7 w t7 (7 0 0 0 (9 (9
0 0 (D (� (� (5 (b (� (� 0 (D (D 0 W LL W LL LL LL LL W LL W LL W LL
w LL w LL w LL w LL w LL w LL w LL w LL
0+00 1+00 2+00 3+00
0+00 1+00 2+00 3+00
RECORD DRAWING
VERIFY SCALE! REVISIONS bNk Aid,II DRWN BY: TEE/EAS PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY 21180 Technology Blvd.W. CHK'D.BY: MEE/EAS THE LEGENDS AT BRIDGER CREEK II-PHASE III 3959.010
REDUCED.OLINE NEINBELOWINCH ON
MORRISON
Engineers Bozeman,MT 59718 � �'� SHEET NUMBER
MEASURES ONE INCH. Su..Y.. MATTHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA 5
ORIGINAL DRAWING. � y EKSTROM
Scientists f0 10853PE L'-1� DATE:04/2015 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 ,,�
MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 ��s !/C p G`- Q.A.REVIEW
An e Pi yee-ow eaeom�a y S ENS Fax: BY, BLACKFEET LN&CREE LN Q_3
N:\3959\016V1CAD\Sheets\RECORD DRAWINGS\Roads\R-2.dwg Plotted by chip nielsen on Dec/30/2015 COPYRIGHT 0 MORRISON.MERLE,INC..2014 III�NAL���� DATE: ,
i NI o
LOT 104 LOT I. Z w
RICHAU LN wTln2 N
} W
I (35'TBC-TBC) 0 w
PROPOSED(3)8" m
UTILITY CONDI ITS LOT 101
SEE NOTE 3( P) + -------
TBC=4757.78' TBC=47 9.08' /
TBC=4758.49' TBC=758.45, TBC=4757.73'
PT:2+0.24 FL=4757.43'
T C=4758.03' LOT 1la
-0+50 +0 "` "1 I m y PROPOSED C.O.B.
HI — I \ h DOUBLE GUTTER(TYR)
PC:1+02.07
TBC=4757.72'
FL=4757.42'
L=98.17,R=200.00 sse �"' TBC=4758. '
=28°07'25" >,yy TBC= 58.47' LOT I N
TBC=4758.68' TBC=4759.00' \ PROPOSED SPILL
TBC�758.15' INSTALL STIRET CURB(TYR)
MARKER AND S OF r a
} SIGN SEE N E 5 LOT 107
W BC=4758.41' R38C �--Z
J nor lus wT we q0
J TBC=4759.33'
FL=4757.86'
a PROPOSED SPILL ' -ENA CT 50 0 50 100
(35 T
CURB(TYP) / 4x�
LOT Ios HORIZ. SCALE IN FEET
TBC=4758.60' a TBC=4759.68' 5 0 5 10
TBC 4758.71' TBC=4759.84'
FL=475.85' TBC=4759.59'
TBC=4758.9' VERT. SCALE IN FEET
LOT 120
s LOT 122 LOT 121 GENERAL NOTES:
1. AT INTERSECTIONS, TRANSITION (10') CURB RADII
FROM CATCH CURB TO SPILL CURB TO ALLOW
FLOW INTO AND OUT OF DOUBLE GUTTER AS
SPECIFIED ON PLANS. MAINTAIN DRAINAGE. SEE
C.O.B. STANDARD DETAIL NO. 02529-1.
VPI STA=1+00.00 RICHAU LN / KOOTENAI CT 2. ALL INTERSECTION RADII ARE 15' TO TOP BACK
4770 VPI PI PXI=A7qQ4770 OF CURB (TBC).
K=4 5.50
L=1 .00' 3. INSTALL (3) 8" N-12 CORRUGATED
POLYETHYLENE UTILITY CONDUITS AS SHOWN ON
PLANS. MAINTAIN 30" OF COVER, INSTALL PER
o N c NORTHWESTERN ENERGY DRAWING NO. 1235-A.
4765In In 4765
*^ 4. ALL HATCHED SIDEWALK AND PEDESTRIAN
o I ° > RAMPS SHALL BE INSTALLED WITH THIS PROJECT
W FIN SHED GRADE ~w STA 2+48.7 PER C.O.B. STANDARD DETAIL NO. 02529-8.
U)W INSTALL(3)8"
a a >> UTILITY ULNI 5. INSTALL STREET MARKER AND STOP SIGN PER
4760 _ _ 4760 C.O.B. STANDARD DETAIL NO. 09810-1 AND
09810-4.
1.50
EXISTING GROUND
4755 I 4755
IN 3TALL 3 8" STA 1+87.8
UTILIT CONDUITS INSTALL(3)8-
4750 4750
EX.WATER MAIN
4745 4745
EX.SEWEF MAIN
4740 4740
In I In m
r
4 Y 4 Y 4 Y 4 Y 4 Y 4 Y 4 Y 4 Y 4 Y
� c7 c7 c7 c7 c7 c7 c7 c7 c7 c7 � O c7 c7 c7 c7 c7
W LL W LL W LL W LL W LL W LL W LL W LL W LL
0+00 1+00 2+00 3+00 4+00
RECORD DRAWING
VERIFY SCALE! REVISIONS 1 DRWN BY: TEE/EAS PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY l'�bN Aar ry' 3959.010
REDUCED.LINE BELOW MORRISON 2880TechnologyBlvd.W. CHK'D.BY: MEEJEAS THE LEGENDS AT BRIDGER CREEK II-PHASE III
Engineers Bozeman,MT 59718 � �'� SHEET NUMBER
MEASURES ONE INCH. S-7. MATTHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA 6
ORIGINAL DRAWING. y EKSTROM
Scientists f0 10853PE L" DATE:04/2015 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 ,,�
MODIFY SCALE ACCORDINGLY! jai
Fax:(406)922-6702 ��s !/C p G`- Q.A.REVIEW R 4
anE-jol yee-OwneaC—pang S eNse�� BY: RICHAU LN&KOOTENAI CT _
N:\3959\016WCAD\Sheets\RECORD DRAWINGS\Roads\R-2.dwg Plotted by chip nielsen on Dec/30/2015 COPYRIGHT 0 MORRISONAMAIERLE.INC..2014 III�NAL���� DATE:
GENERAL NOTES:
1. AT INTERSECTIONS, TRANSITION (10') CURB RADII
FROM CATCH CURB TO SPILL CURB TO ALLOW
FLOW INTO AND OUT OF DOUBLE GUTTER AS
SPECIFIED ON PLANS. MAINTAIN DRAINAGE. SEE
C.O.B. STANDARD DETAIL NO. 02529-1.
2. ALL INTERSECTION RADII ARE 15' TO TOP BACK
OF CURB (TBC).
3. INSTALL (3) 8" N-12 CORRUGATED
POLYETHYLENE UTILITY CONDUITS AS SHOWN ON
PLANS. MAINTAIN 30" OF COVER, INSTALL PER
NORTHWESTERN ENERGY DRAWING NO. 1235—A.
4. ALL HATCHED SIDEWALK AND PEDESTRIAN
SSe j / RAMPS SHALL BE INSTALLED WITH THIS PROJECT
PER C.O.B. STANDARD DETAIL NO. 02529-8.
M 3 a 5. INSTALL STREET MARKER AND STOP SIGN PER
80 STANDARD DETAIL N0. 09810-1 AND 1
II ro W �
� 6. RAISE ALL MANHOLE RIMS AND WATER VALVE
BOXES TO MATCH FINISH GRADE PER C.O.B.
a s MODIFICATIONS TO MPW55. FIELD VERIFY EXISTING
° 3 J��
NSTA ELEVATIONS PRIOR TO CONSTRUCTION.
J I _
Q SIDE ALK AND
fi
D PEDESTRIAN ALL HATCHED {1J
Z RAMPS WI H THIS PROJECT(TYP) LL
/ \
___—REMOVE EXI TING Q U W
\ TEMPORAR CUL-DE-SAC. I J Q
REUSE OF G VEL MATERIAL I I m cor as corms Ir poi iaz
AS DETERM ED By THE PROPOSED SPILL ror ex I V Lo o LO1U1 nor m� mr inw
ENGINEER. CURB(TYR) s PROPOSED SPILL f
TBC=4749.74' a I TBC=4750.11' CURB(TYR) PROPOSED SPILL
CURB(TYR) GRADE TO MAT H EXITING 1
TBC=4751.90' f I PROPOSED SPILL n
TBC=4752.61' TBC=4755.01' CURB(TYP) ROAD.MAINTAIN DRAINAGE II'I'r
TBC=4755.71'
Sa
SS—
— _ t� TBC=4757.78' TBC=4758.15'
_
G DE TO MAT H EXISTING — — — _ — _ — �sS
R AD.MAINTAI DRAINAGE
50 0 50 100
HORIZ. SCALE IN FEET
5 0 5 10
ALLEY VERT. SCALE IN FEET
(30' R/W, 16' PAVED) VPI STA=25+00.00
VPI ELEV=4758.78
RECORD DRAWING VPI STA=22+25.00 K=166.67
VPI ELEV=4757.13 L=100.00'
K=178.81 o N q
m +r
4765 VPI STA 16+50.00 0 o? + r N I rn w 4765
VPI STA 14+00.00 VPI = N w
+ r F
it > Fw UU 0_d
4760 ~J >> 4760
U U >>
$ao EXISTING GROUND FINISHED GRADE >> 0.60%
o —
4755 ro o e ¢ rn w _ \ 4755
ci
°h
�v I ¢w 0w LLo-
�Y ¢w mw aw —
aw LLw
m w LLLL
4750 / 4750
1 40
4745 4745
EX.SEWER MAIN(TYP.)
4740 EX.WATER MAIN(TYP.) 4740
4735 4735
4730N.nd t7 OtVrG t7 tVrG (^G tVrG ffApp Vr �Ap aVrD GGApp On GGApp pOVi N^ GN ^ ppN Vr A Vr gn' vr' Nn n Nn yyr r r VV r ^ r r n roro
4730
O OW OO OA N NW N OD co D O p co N
q W V N N N m tO co o. MW A O n n �' N N ^ A N A N 16
n n .1
m A N nfi'
n n O U'
v LL Y LL Y Y v q v q v q q q v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v W LL
L7 w w (� w (� w (� C7 (� (_7 0 (g (� 17 0 0 0 17 (� 17 (� 17 a 0 L7 17 a 17 (� 17 a 17 a 17 U 17 (� 17 a 17 a L7 U 17 a L7 (� (7 a 17 a 0 (� 0 a C7 a
W W W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
VERIFY SCALE! REVISIONS bNA Aid,II DRWN BY: TEE/EAS PROJECT NUMBER
THESE PRINT$MAY BE NO. DESCRIPTION DATE BY 1 21180 Technology Blvd.W. CHK'D.BY: MEEiEAS THE LEGENDS AT BRIDGER CREEK II-PHASE III 3959.010
REDUCED.OLINE NEINBELOWINCH ON
lulMORRISON
Engineers Bozeman,MT 59718 � �'r SHEET NUMBER
MEASURES ONE INCH. Surveors MATTHEW E p'�% APPR.BY: MEE BOZEMAN MONTANA 7
ORIGINAL DRAWING. y EKSTROM
Scientists f0 10853PE L'-1� DATE:04/2015 DRAWING NUMBER
AIERLE INC. Planners Phone:(406)587-0721 ,,�
MODIFY SCALE ACCORDINGLY! jai Fax:(406)922-6702 ��s !/C p G`- O.A.REVIEW
anE-p1 yee-O-neaeompary S ENSe�� BY, ALLEY Q_5
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LOT 110 LOT I I I ®1 SpiT. att MS ea
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e EXISTING GRADE
oFc 6 oFc=a a I w CONTOUR(TYP)
LOT OFG- 754.2 .
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eeossur. I LOT90 I FINISH GRADE
OFG=4744. I a1s Ica Q1e rs. Mew , Lows I OFG=475 .4
LOT 77 I am Ks P e I T LOT 103 I OFG=475 .4 i CONTOUR(TYP)
10651 F 45. T 79 LOT so a155 aii 76.' i em°ian. s� 476 0 O Fo 1 0.8
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RECORD DRAWING
NOTE: 1" = 50'
11x17: 1" = 100'
FINISHED FLOOR ELEVATIONS = FINISHED GRADE (FG) ELEVATIONS + 0.75'
VERIFY SCALE! REVISIONS bN'Ai�,�� DRAWN BY: MEE/EAS PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 2880 Technology Blvd. a CHKCD.BY: THE LEGENDS AT BRIDGER CREEK II-PHASE III 3sss.olo
REDUCED.OLINE NEININCH
MORRISON
MEASURES ONE INCH BELOW Engineers Bozeman,MT 59718 � �. SHEET NUMBER
sNvso� MATrHEw E �% APPR.ev: BOZEMAN MONTANA 9
ORIGINAL DRAWING. Y EKSTROM W,
Scientists f0 10853PE L'-I� DATE: 04/2015 DRAWING NUMBER
AIERLE INC. Planners PFax:(066)587-076 ,,� _ Q,A,REVIEW SD-1
MODIFY SCALE ACCORDINGLY! �� a„err p>oyee_ow„ed eom�ary Fax:(406)587-1176 ',,sS 111.e°��' BY: PHASE III:SITE GRADING
N:\3959\016\ACAD\Sheets\RECORD DRAWINGS\Roads\SD-1.dwg Plotted by chip nielsen on Dec/29/2015 COPYRIGHT OMORRIWN-MAIERLE,INC..2015 ``",�NAL���. DATE: