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HomeMy WebLinkAboutLegends at Bridger Creek II Subdivision Phase 1 AS-BUILT CONSTRUCTION IMPROVEMENTS FOR - PROJECT DRAWING THE LEGENDS AT BRIDGER CREEK II SUBDIVISION LOCATION I �DRI Vt PHASE I - WATER AND SEWER . 2 BEING LOTS 27 & 28 OF MOUNT BALDY SUBDIVISION AND THE TRACT OF LAND SHOWN ON FILM 12, PAGE 825, RECORDS OF GALLATIN COUNTY, SITUATED IN THE S1/2 SECTION 32, T1S, R6E, P.M.M., GALLATIN COUNTY, MONTANA DEVELOPER BROWNSTONE CAPITAL. INC 430 N. RYMAN, 2ND FLOOR I I)�IJbT9QYl.,. MISSOULA,MT 59802 - VICIN'ITN'MAP -V[)I lom NI.L-nn�� _T -- 1 1#4 1 / .- .. II OPEN SPACE 1 • J • - IAT (j • �, INDEX TO SHEETS GENERAL SHEETS a �� - - - - ---- I/ 'r a -1 - ♦ -1 COVER SHEET -2 STANDARD ABBREVIATIONS AND NOTES _ Lori Lora Lm4 Lnle ICH9 LOr to Loru WATER PLAN AND PROFILE SHEETS LOT Iz O.S.II\ • !L`� a e WW-1 BOYLAN RD .ate ♦ • a` r 29 W-2 BOYLAN RD / OPEN SPACE 13 s. o WT7 L0T6 LOTS LOS 1 rT 7 � W-3 NORTHVMAIDEN IT BENCHMARK #100: `o LOT W-4 MAIDEN SPIRIT ST / MEDICINE WHEEL LN • ARROW BOLT - FIRE HYDRANT LOT rs LUr26 Lora un'3u •♦ � NW CORNER OF BOYLAN ROAD AND WEEPING ROCK LANE. -----1NwH9EN9PERIF1 STREET---� Lo'r w C .,k� r� hor sz ; ♦�.. _ ELEV 4714.20 C.O.B. DATUM / ` -A�9rC tO r Ys SEWER PLAN AND PROFILE SHEETS LOT 1 o S o j Lora\/ WE so S-1 BOYLAN RD LOT 74 S-2 MAIDEN SPIRIT ST / MEDICINE WHEEL LN p r LOT 49 \ OPEN SPACE.IS R�* o I(1148 / LOI'73LOT 47 / \� ♦. / Q a J c o uTr ae / Lor n / \\(/\ OPIN SPACE _._ _ f� r LOT 71 / \ 41 ILV r 4r. .♦ r -r - c i IIN'Y 861BRIDGER DRI1'f-1 • - JI � AS-BUILT r� DRAWING VERIFY SCALE' REVISIONS I DRAWN BY. JCH PROJECT NUMBER THESE PRINTS MAY BE NO DESCRIPTION DATE RV L W C - �' "1 , 3959 005 REOUCED.LINE BELow ! I 901 Technology Blvtl. - ' CHK'D BY JAu THE LEGENDS AT BRIDGER CREEK I -ASURES ONE INCH ON LAND WEST CONSULTING,LLC J]MORRISON Engineers Bozeman MT 59718 ' 9 SHEET NUMBER nRIGINAL DRAWING 1 SurveyorsDAMES A O[: APPR.BY. JAU BOZEMAN MONTANA 321 E. Main, Suile 202 Sc Ihsfs ULLMANBozemon, MT 59715 II 10539 PE % DATE' 2/22107DRAWING NUMBER Phone: (406) 556-5868 J_jMAIERLE INC. Planners Phone.(406)587-0721 ,, 2, MODIFY SCALE ACCORDINGLY' Fax(406)587-1176 Q A.REVIEW Fox: (406) 582-5834 1nFrnplgvn•-rm,k•eLnr„l r.• /TCENSEa���?- By COVER SHEET 1-� IN 13959T005VACAD1Reoon:N-1 dwg Plotted by kgamradl on Mar/2/2007 sox MNFMF.INc moT' ,.NAL`��.��' DATE- j AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PL PLATE, PROPERTY LINE TOPOGRAPHIC LEGEND ABDN ABANDON FC FLEXIBLE COUPLING PLYWD PLYWOOD GENERAL NOTES ABV 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, Fifth Edition, March 3003 and City of Bozeman Modifications to the Montana Public Works Standard ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED z z - FENCE LINE Specifications Fifth Edition, March 2004. ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY AFT ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PREP PREPARE. PREPARATION EASEMENT LINE 2. Water Main Pipe Material sholl be as specified on the plans. All Water Main shall be installed with a minimum AHR ANCHOR FF FINISHED FLOOR PROP PROPERTY cover of 6.5 feet with respect to finished grade. 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. Maintain 18" (vert.) separation between all water main and all sewer main. 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 prior to excavation, APPROX APPROXIMATE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE APVD APPROVED FLC FLANGE PVMT PAVEMENT BIT BURIED TELEPHONE as determined by Owner and the Engineer. ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE RAD 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 FUR FLOOR RCP REINFORCED-CONCRETE PIPE Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide O AT FOC 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 R FOOT, FEET REF REFERENCE Montana One Coll System Dispatcher 1-800-424-5555 BE BOTTOM FACE FTG FOOTING, FITTING REINF REINFORCE p HORIZONTAL VERTICAL CONTROL POINT p BLDG BUILDING / Northwestern Energy Nicole Eickelberq 582-4646 F TO f FACE TO FACE RELOC RELOCATE, RELOCATION Bresnan Communications Scott Riss 586-1837 BILK BLOCK GA GAGE, GAUGE RED[) REQUIRED A CONTROL POINT Qwest Lee Gwin 585-2355 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 BRG BEARING GND GROUND SAN SANITARY NB-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 GSKT GASKET SDWK SIDEWALK 32+00 SURVEY HUB AND TACK WITH STATION CHK CHECK 8. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. CSP GALVANIZED STEEL PIPE SECT SECTION Specified beddingshall be from 4" beneath the a to 6" above the to of pipe see MPWSS STD 02221-1 The Cl CAST IRON GVL GRAVEL SHT SHEET U.S. GOVERNMENT BOUNDARY MARKER. p pipe p pp ( ). CIMJ CAST-IRON PIPE MECHANICAL JOINT �GWB GYPSUM WALLBOARD Sim SIMILAR 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. CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE CIPC CAST-IN-PLACE CONCRETE BBM-2 BENCHMARK LOCATION AND NUMBER OR 9. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. HB HOSE BIB SP SPACE, SPACED EASEMENT CORNER REBAR modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION O POINT OF INTERSECTION, SET 5J.8"x 18" personnel only. Gil CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPG SPACING REBAR W/L.S. CAP STAMPED C-329" CL CENTER LINE HDR HEADER SPR7 SUPPORT n P-3 PIEZOMETER LOCATION AND NUMBER 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. CLDI CEMENT LINED DUCTILE IRON HK HOOK SQ SQUARE CLG CEILING HIM HOLLOW METAL SO FT SQUARE FOOL 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in CLR CLEAR, CLEARANCE X 1000 EXISTING GRADE conformance with MPWSS detail 2713-1. or must have mechanical) restrained joints as indicated on the plans. HORIZ HORIZONTAL SO IN SQUARE INCH y CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL 1000 FINISH GRADE CMU CONCRETE MASONRY UNITS ® 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall HR HOSE RACK, HOUR STA STATION be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES CO CLEANOUT HT HEIGHT, HEAT TRACE SS SANITARY SEWER 42.6 ELEVATION ORIGINAL GROUND Permit. COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER EDGE OF TREES, BRUSH 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments COMB COMBINATION HWY HIGHWAY STL STEEL indicated on the plans. Elevations ore finished centerline asphalt elevations. GONG CONCRETE OR CONCENTRIC HYD HYDRANT STRUCT STRUCTURE �12" EXISTING TREE W/APPROX. TRUNK DIAMETER CONN CONNECT, CONNECTION ID INSIDE DIAMETER SYM SYMMETRICAL 14, Not Used CONSTR CONSTRUCTION IE INVERT ELEVATION T&B TOP AND BOTTOM In CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE TO THRUST BLOCK © BUSH 15. Not Used 1 CONTR CONTRACTOR IN. INCH TBC TOP BACK OF CURB NEW TREE AS SPECIFIED 16. The contractor shall be responsible for coordination of utility hone 0 COORD COORDINATE INFL INFLUENT TF TOP FACE D y(p /power) installation with local utility CORR CORRUGATED companies. t INSTL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE a >m SIGN, ONE POST OR TWO POST CP CONTROL PANEL INSTR INSTRUMENT THK THICK 17. The contractor shall notify One Coll ®1-800-424-5555 for onsite utility location. All existing utilities shall be _� CPLG COUPLING INSUL INSULATE THRU THROUGH EXISTING MANHOLE marked before digging. I LJ C TO C CENTER TO CENTER INT INTERIOR T.O. TOP OF (Y CTR CENTER JB JUNCTION BOX T.P. OUTSIDE TOP OF PIPE ® NEW MANHOLE 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor sholl 170 CTSK COUNTERSINK JST JOIST TOG TOP OF CONCRETE, TOP OF CURB immediately repair the damage at the contractor's expense. m CU CUBIC JT JOINT TST TOP OF STEEL `= CU FT CUBIC FEET v, EXISTING UTILITY OR TELEPHONE POLE 19. The pipe grades shown ore calculated from actual distances, edge of manhole to edge of manhole (displayed L ANGLE TW TOP OF WALL CU IN CUBIC INCH LBS POUNDS TYP TYPICAL LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See NEW UTIUTY OR TELEPHONE POLE payment p measurement and in the specifications. CULV CULVERT LF LINEAR FEET UBC UNIFORM BUILDING CODE CU YD CUBIC YARD LN TL LINTEL UG UNDERGROUND ��� -�DITCH SHOWING DIRECTION OF FLOW 20. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. D DRAIN LONG LONGITUDINAL ULT ULTIMATE d PENNY(NAIL SIZE) LP LOCAL PANEL UTIL UTILITY �r/-`CREEK/RIVER W/DIRECTION OF FLOW 21. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 33" from DBA DEFORMED BAR ANCHOR LR LONG RADIUS V VALVE, VOLT finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. See North Western DBL DOUBLE LT LEFT VB VALVE BOX -_1OU0.-_ - NEW CONTOUR Energy, Utility Culvert Requirement Detail in the Project Manual for details. All locations are shown approximate and DE7 DETAIL LVL LEVEL VERT VERTICAL shall be field fit as directed by Engineer. Contractor sholl secure conduit end marker caps from Northwestern Energy DI DUCTILE IRON, DRAIN INLET LVR LOUVER VOL VOLUME \ � EXISTING CONTOUR 1000 � and Install them. DIA DIAMETER MATL MATERIAL VRFY VERIFY DIAG DIAGONAL 22. Maximum top elevations provided for water main construction represent the minimum top elevation at the MAX MAXIMUM VTR VENT THROUGH ROOF location identified to achieve the required 6.5' cover based on planned street elevations without allowances for DIM DIMENSION MB MACHINE BOLT W WIDTH q DIMJ DUCTILE-IRON MECHANICAL JOINT construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe DIR DIRECTION MCC MOTOR CONTROL CENTER W WOOD MATERIAL SYMBOLS is achieved. MCP MOTOR CONTROL PANEL W/ WITH DN DOWN MECH MECHANICAL W/O WITHOUT 23. All curb return radi at intersections shall be 15' unless otherwise noted DR DOOR MFD MANUFACTURED WL WATERLINE DWG DRAWING MFR MANUFACTURE, MANUFACTURER WIA WIRE MESH. WATER MAIN CONCRETE 24. Contractor shall field verify line and grade existing connections 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 ELB ELBOW 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 NOTIN CONTRACT (SEE NOTE 4 ON DRAWING WHERE SECTION WWF WELDED WIRE FABRIC SECTION (LETTER)OR OR DETAIL IS TAKEN: ENGR ENGINEER DETAIL (NUMERAL) �\ NO NUMBER WWM WELDED WIRE MESH DRAWING NUMBER EP EDGE OF PAVEMENT NOM NOMINAL XFMR TRANSFORMER NOTES: DESIGNATION A WHERE SHOWN EOL EQUAL, EQUALLY NTS NOT TO SCALE YD YARD EQL SP EQUALLY SPACED pC ON CENTER 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. EQUIP EQUIPMENT 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE ON DRAWING WFIERE SECTION OD OUTSIDE DIAMETER NOTE: OR DETAIL IS SHOWN: EQUIV EQUIVALENT NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE OF OUTSIDE FACE DRAWING NUMBER S EW EACH WAY 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- DRAWING NUMBER WHERE TAKEN EXC EXCAVATE OUP OVERHEAD POWER USE ON DRAWINGS AND TEXT", PUBLISHED BY THE URES ARE SHOWN IN HEAVY LINE WEIGHTS. (OR SAME DRAWING) OPNG OPENING AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) DETAIL AND SECTION DESIGNATION EXH EXHAUST ) P PROCESS AND INSTRUMENTATION DIAGRAM OR CONTACT THE ENGINEER. EXP EXPANSION PC POINT OF CURVE EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS, STANDARD DETAIL NUMBER XXX%% �STANDARD DETAIL DESIGNATION EXT EXTENSION, EXTERIOR PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS GENERAL NOTES: SEE DRAWING D-1 THRU D-33 AS-BUILT 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 JOINT FILLER FIFTH EDITION, MARCH 2O03 DRAWING 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, M PJF PREMOLDED AY NOT BE SHOWN ON THE PLANS. VERIFY SCALE' REVISIONS s a1�1111, p I DRAWN BY JCH PROJECT NUMBER THESE PRINTS MAY HE NO. DESCRIPTION DATE BY L W C = "I r 3959.005 REDUCED L NI,MLOW I go1 Technology Blvd. CHK'D BY JAU THE LEGENDS AT BRIDGER CREEK II MFASORFS ONF INCHON IAND WISI CONSUIIING,LLC JI MORRISON E�g� Bozeman,M7 59718 � rr'�, SHEET NUMBER ORIGINAL DRAWING - - -- - - J SurVeyO/5 JAMES A. �i APPR.BY: JAU BOZEMAN MONTANA 321 E. Main, Suite 202 screnestt ULLMAN ws - Bozeman, MT 59715 10539 PE W'-' DATE 221/07 DRAWING NUMBER Phone: (4-06) 556-5868 J J MAIERLE INC. Pren„a� Phone.(406)587-0721 2, MDDu Y SC-AII ACCORDINGLYI Fax(406)587-1176 rrr4F` p Ci_ O A.REVIEW _ Fox: (406) 582-5834 :t»h.,P1 y -cn.,mtrornr.. r,� �rcENsf��_ BY. _ GENERAL NOTES i_� N 13959W005WCAD1RecordV-2 dwg Plotted by kgamradl on Mar/2/2007 covYRl-:MORwsoN-MA U1 INC vror '"r�NAt:."` DATE: 1 1 \ OPEN SPACE I AS-BUILT C�` QS V, " BR/OGER CREEK DRAWING (SEE SHEET W-2) LOCATION OF WATER SERVICE OPEN IS SUBJECT TO CHANGE: BOYLAN ROAD - WATER SERVICES SPACE r CONTRACTOR TO COORDINATE STATION OFFSET DIRECTION LENGTH W/ ENGINEER FOR FINAL 13+93.1 11' LT R 49' SERVICE LOCATION. EX STINGREM MN PLACE STA 13+27.5 11.O'LT 14+73.1 11' LT R 49' REMOVE EXISTING END CAP STA 16+04.9 11.O'LT 15+53.1 11' LT R 49' AND CONNECT NEW 8" WM INSTALL 8x8x8 TEE 16+59.4 11' LT R 49' TO EXISTING B" WM STA 19+43.2 11.01T 17+44.9 11' LT R 49' INSTALL 8" 22.5' BEND 18+24.5 11' LT R 4g' STA 13+32.5 11.O'LT STA 16+09.9 11.01T INSTALL 8" VALVE INSTALL 8" VALVE 18+64.3 11' LT L 142' -- STA 21+49.1 9.4'LT 19+13.6 11' LT R 49' I INSTALL Bx6x8 HYDRANT TEE, SEE SHEET W-3 INSTALL FHYD ASS'Y 20.5' LT 20+05.7 2.8' LT R 41' -- W/ 11 LF OF 6" DIP aW P W aW AS-BUILT �_ -- BIN rn W STATION ELEVATION c, - -- - "-•-I�- _ ... 13+50 4717.31 14+00 4718.32 14+50 4719.30 - I 15+00 4720.32 I `\ - M STA 21+73.5 10.61T 15+50 4721.31 - a e INSTALL 18x8 CROSS 16+ 0 4722.25 16+50 472 I ; BOYLAN OAD 17+ �,. STA 22+15.5 11.0'LT 1 +500 4724.48 (35' TBC TBC) INSTALL 8" VALVE 18+00 4725. - 1 47.1.22 STA ;LT 18+50 4725.96 LOr 7 u I ' LOT 3 I.0 I 1 1 01 9 L1.r1 9 1.01 10 LU 1 11 INST L 8"VALVE -- 19+50 4727.3 /OPEN SPACT?12 19+50 4727.35 20+00 4727.99 LOT 12 20+50 4728.83 21+ 0 4730.88 52 21+50 47 / �\ SEE SHEET W-2 I / � 22+50 4732.14 EXISTING 18" WM TO BE 0 4731.20 22+ 5 OPEN SPACE I1 R SEE SHEET W-2 REMOVED AND DISPOSED OF� OFF SITE. HORIZ: 1" _ 50' 1122 6F VERT: 1" - 5' 1097 LF SEE SHEET W-3 1 1 x 1 7 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' BOYLAN ROAD 4740 -- ASPHALT CL - -- 4740 4735 i - - 4735 EXISTING GROUND B"MIN. C EARANCE 4730 _ 4730 / KI 00 JVI J J>J 16 rna0 J> OU rn x _ 4725 p I <� _uD n OD Q m ±J a J +m N N fN wow NF NQ N� NZ N N m,L1/1 IN Q,/r, }~ Q J 4720 a N a,� VI N Z_ rn Or + 4720 -Oj N~ ZO >� N - --. J - - - ~O - 4715 4715 o a pit O a. J J Z it�UmOD O „'<- O O W Z m N N 4 710 - - _ 4710 a =o Z J INSTAL 925LF 8"CL51 01P.A WWA C151 N G rYPE"A" rRENCHIIACKFILL 4705 Z TYPE" "PIPER DING -- -- - - -- - - - -- - - - - -. _ 4705 O1J N� n� m� aM N� Oh N� r� n0. r� m$ O0 .-� 1 n 1r MO�i M0 nn N� W+ rm ON OOh Om m"1 a0^ hOmp a'a nN T� Om N� M� a°D a'a NN Na, n0 N a n _< p n M r'j M < ,a m 00 aD m Oi OI O. Oi O. a. Oi O^ O N n101 "1 N O M m h M h m O O n N ^ID a O �'Y NN NN NN NN NN NN t"N NN NN NN NN nN NN NN NN Nn NM nn r7n hn NC4 r7C hM hW) r7 EM1.1 hM Mxj .7� MM n, n" nrr�j "1� 1) n n n nh nn nn t Or a ar < aY a and a o f a aY aY aY aY as a aY a OY as as ^an Yn an en nn en an On Yn an rn an na n n of nY a da da + a a a ♦ a a a ♦ ♦ a a a a a a n n n 13+00 13+50 14+00 14+50 15+130 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 VERIFY SCALE' REVISIONS DRAWN BY: JCH PROJECT NUMBER THESE PRINTS MAY ell NO. DESCRIPTION DATE BY L y 1 = '+� 3959 005 REDUCED LINE BELOW - 901 TechnologyBNd. = CHK'D.BY: JAU THE LEGENDS AT BRIDGER CREEK II MEASURES ONE INCH ON 'AND WEST CONSULTING,LLC ErgMRera Bozeman.MT 59718 *'�, SHEET NUMBER ORIGINAL DRAWING -- S_y_ JAME$A. a= APPR.BY: JAU BOZEMAN32t E. Main st, spite 202 � DLL MONTANA Bozeman, MT 59715 $O1°" E 10539 PE DATE: 221/07 _( ) JMORRISON MAIERLE INC. Ph- Phone.(406)587-0721 2y DRAWING NUMBER Phone: 406 556-5868 '% �; MODIFY SCALE ACCORDINGLY' Fax: (406) 582-5834 A.ERyrluyee-Or d('nmpxny Fax:(406)587-1176 r'4rrlrr/ICENSEo��C?.9 BY.A REVIEW BOYLAN ROAD W 1 N 13959b05WCADUtecordlW-1 W-2.dwg PkNled by kgamradl on Mar/2I2007 covmlcNr c uonRISON MAIERLE INC.parr „krNAL��.��'` DATE •` _y i AS-BUILT a DRAWING OSEE SHEET W-4 3 SEE SHEET W-1 i. _ -- O O -1 -1 a .. r C u STA 24+43.4 11.01T STA 24+45 11 'LT INSTALL 8" VALVE INSTALL 8" END CAP r CC STA 24+12.6 11.0'LT PHI- H It O STA 3 30.0 0.0'LT O E INSTALL 8x8x8 TEE t. INSTALL Bx6x8 YDRANT TEE, SILL SHLLI W-1 �, STA 0+41.0 0.O'LT I INSTALL FHYD 'Y 17.5' LT w^ INS I W 17.5 OF 6' DIP - —+ W n, n6- I �t e aW aw - - R - o c r STA 0+SOLO O.O�LT STA 3+56.0 0.0'LT -- -{ — — - ` 1 - -+—`— STA 3+61.0 0.0'LT o T r INSTALL 8"VALVE INSTALL 8" VALVE INSTALL 8x8x8 TEE nvYL N R° o o o F Cti OQ�Se P vo-09 3_ I-PH ,O 1 w ' VpT 15 0 AS-BUILT SFF SHEET W-4 STATION ELEVATION rt,V q� \ OH �y F SEE SHEET W-1 23+00 4732.99 23+50 4733.64 24+00 4734.284734.14 24+50 25+00 4733.93 ♦��� 4 25+50 4733.65 ti� '4 AS-BUILT 26+00 4733.74 STATIONELEVATION ` 26+50 4734.28 SEE SHEET W-4 1+00 4724,40 27+00 4735.22 1+50 4724.10 27+00 4735.22 HORIZ: 1" = 50' 2+00 4723.50 HORIZ: 1" = 50' 28+50 4736.06 VERT: 1" = 5' 3+0o 4723.10 VERT: I" = 5' 28+50 4737.59 11x17 HORIZ: 1" = 100' 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' 11x17 VERT: 1" = 10' BOYLAN ROAD OPEN SPACE 13 4750 4740 4745 _ — 4735 ASPHALT CL / FINISHED GRADE EXISTING GROUND 4740 _ _ / - - - _ - --- — — — 4730 T.O.P.-H. = 0 EXISTING GROUND z _ n0 �w ---aN U > 4735 o q n 4725 ti Jzj W — J= HJ� Nm 1�> "X --- - --- 00 oery m oF o 4730 N to + + D=FWa-o F m 4720 ;0 + ; N N � o a N J} z z 5! OaD N aD< Q ON - O z OD coa z ^z4725 z ------ J 4715_-- --_ a +t- a - -- W Q~ n Vl a t- S �Z I~/1z N 4720 4710 3 Z INSTAL 584LF 8"CL51 .LP.A A 051 u IN TALL320LFOF8" L51 D.LP AWWA 151tl E A" NCH ACKFIL TYP A"TRE CHBAC ILL 4715 TYPE". "PIPE B DING E"1"PI E BEDD G COT— -- _. -_ _ _ 4705 O-J c I 00+.OD �� n♦ �♦ Nn 001 N1 bn n �N n01 n0 nn P Q nN nN 0 1D ♦ n Ol O yp� ¢¢Z<_ rD~ 06 rOn 1Dn 0_: I - n� D)~ �N O1W Oln OiN Off O)ms O1N Or^ O1N Old N� n1f�� O� M1 rn 1O Z¢< nN Grp nOr r� � t0 N n C� CD y] an doY^ �^ <^ a^ a^ r^ Yg wg �� IN IN IN I rn r^ n^ n nn nn nn ^n �� n� nM nn nn n03 amV N N NN 1 ♦ Y ♦ a a ♦ ♦ v ♦ Y eY a♦ a♦ a,r a� a♦ a♦ c♦ <♦ <� a,r `r♦ w♦ .1 ^dam on n w 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 0+00 ',00 - 2+00 3+00 VERIFY SCALE' REVISIONS 11j DRAWN BY: JCH PROJECT NUMBER THESE PRHIS MAY BE NO. DESCRIPTION PATE BY LWC = a�1Yd;�a rhrr 3959.005 REDUCED LN,ESELow - 9D1 TecMlology BNa. CHxro.BY:�Au_ THE LEGENDS AT BRIDGER CREEK II MEASURES ONE INCHON LAND WEST CONSULTING,LLC J MORRISON E Bozeman,MT 59718 *�`'� SHEET NUMBER ORGNALDRAININGI S�.—yon, JAU BOZEMAN 321 E. Moin St, Suite 202 JAMES A. �+, APPR.BY MONTANA Sc hsft ULLMAN w: DRAWING NUMBER I Bozeman, MT 59715 I II i7�� 10539 PE W= DATE: 2122/07 ( ) JJIMAIERLE, INC. P,ennera Phone:(406)587-0721 2' OA.REVIEW Phone: 406 556-5868 Fax:(4061587-1176 ''`r r o G9 MODIFY SCALE ACCDRDINGLYI Fox: (406) 582-5834 An L'mploycrOwnaf C'.irrry,,ri 41 CEASE BY. BOYLAN ROAD �_� N:13959W051A..eoonM.1 W-2 Dwg Plotted by kgamraot on Mar/212007 COPYRIGHT o MORR180NMAERLE.wa.M'rrr4"" Al y`` DATE:_ AS-BUILT SEE SHEET W-1 INSTALL B ANT TEE, STA 4+54.2 6.38'RT STA 5+69.3 0.O'RT INSTALL FHYD AS$Y AS-BUILT INSTALL 18" 22.5' BEND INSTALL 18" 22.5' BEND W/ 11 LF OF 6" DIP DRAWING DRAWING SEE SHEET W-4 STA 3+55.1 9.11T 'O�y EXISTING WATER MAIN STA 15+10.5 52.21T INSTALL 18" 22.5' BEND `n TO BE REMOVED AND DIPOSED y CONNECT NEW 18" WM OF OFF-SITE. z TO EXISTING 18" WM N. 1097 LF. •p WITH 18" 90' BEND STA 3+53.6 10.14'LT �, STA 7+59.8 2.0'LT s INSTALL 1BxBx1B TEE _ INSTALL 18" VALVE STA 14+79 - �e'N INSTALL 18x C8 CROSSOSS \ BR/DGER CREEK STA 3+51 12.31T INSTALL 18"VALVE �O STA 3+52.8 8.91T ew STA +01.4 3.817 INSTALL 8" 45' BEND INSTAL 1Bx8x18 E STA 15+ 9 65.22' LT I e m STAINSTALL 18 VALVE 9 1 A9 INSTALL 6" VALVE STA INSTALL 8" n1 18" VALVE 6` _ - ss STA +20.2 4.61T!ls I ST 18" VALVE _ S 12+07.0 11.5'LT �v+ J_ EXI ING WATER MAIN 1 - STA 15+05.1 10.8'LT �. TO E REMOVED AND DISPOSED / r° A 10+02.6 8.9'LT I Oj.� IN TALL 18x8x18 TEE _ �- EXISTING 18" WM TO OF FF-SITE. 1 ALL 18"VALVE v 14W f INSTALL 18" 90' BEND REMAIN IN PLACE 109 LF. STA 10+63.9 12.7'L ' - INSTALL 18" VALVE INSTALL 8" VALVE, 1 LF STA 3+53 10.141T STA 0+26.4 5.5' LT 8" STUB & CAP W/ TEMP 2" INSTALL Bx6x8 HYDRANT TEE, 'Y _ A BLOWOFF TO SURFACE CONNECT NEW 18" WM � S � � W o O t INSTALL FHYD ASSY 32' LT _ TO EXISTING 18"WM 'pq W/ 26.5 LF OF 6" DIP AS-BUILT �O N Fig STA 0+28.4 5.5' LT STATION ELEVATION I �' OR O INSTALL 8" VALVE 3+00 4723.40 " 1 3+50 4723.47 K, Jy (35' Ta 1 W SST. T SEE SHEET W-1 / 4+00 4723.19 INSTALL 8" VALVE, 1 LF 'd C) 11O \ 4+50 4723.22 '�, T INSTALL 8" VALVE, 1 LF 5+00 4723.27 8" STUB & CAP W/ TEMP 2" pe SEE SHEET W-5 s& NORTHVIEW STREET - WATER SERVICE 5+50 4723.31 BLOWOFF TO SURFACE Icy 8" STUB & CAP W/ TEMP z" HORIZ: 1" = 50' 6+00 4723.36 rn STA 10+43.0 11 WILT BLOWOFF TO SURFACE STATION OFFSET DIRECTION LENGTH 6+50 4723.40 "4 INSTALL 8" VALVE, 1 LF INSTALL 18x8x18 TEE SEE SHEET W-4 VERT: 1" = 5' 12+82.3 11' LT L 27' 7+00 4723.45 8" STUB & CAP W/ TEMP 2" 11x17 HORIZ: 1" = 100 7+50 4723.49 BLOWOFF TO SURFACE 8+00 4723.59 1 1 x 17 VERT: 1" = 10' 8+50 4724.B8 - - T- ---- 9+00 4726.28 9+50 4727.19 ALLEY 1 10+50 4728.60 0+ 4727.9 NORTHVIEW STREET 50 11+00 4728.88 4745 11+50 4729.10 4745 - 12+00 4729.51 - - -- - -- -- 12+50 4729.71 13+00 4730.03 13+50 4730.26 14+00 4730.58 ASPHALT CL 4740 14+50 4730.84 4740 15+00 4731.20 - - - - 0 Z ASPHALT CL 4735 4735 EXISTING GROUND _ - - _ I Jr CLEARANCE 4730 - -- - -- - - _ -- - 10 > 0 " N E - -- 0 4730 U 18'MIN. EXISTING GROUND 16 CLEARANct J� 7 V, J Z 31 IT 1 1 H C W o � o m 4725 0 _ _ ILG. d d d d d W > in O O O r n _ - n eo r _ 4725 r r -r a m s+ on�• � 0.00 Kmj J }� O a_a m n� pm YI YQ Y1J HW ~ J + Q y NJ Q HV) H 4720 )'�' rs ��. o g z r- w J < J +�- _ Q - In z N v1 4720 m 'IrJi� nm xlmm - Iy oED N. 'nmN _ � Inz Iri. e 'n mIn in ",I^ m°' v m d =N JJm d J Nm InZF f N dN ION In O+m N _ 4715 aD +FQ- o +o c~.,x a '" •-'n m li m-� m 4715 In w A - U z Q Z z z_ z (h z z 4710 STA 0+00.0 O STA 0.5 w 4710 MSTALt 38 LF 01; STA 3 9 T83T - 8"CL51 D.1. .AWWA 051 BVSTALL 1,229LF I8"CL5 D.LP.AV WA C151 3 TY A" CHBAC ILL rYPE A" CKFLLL w Z E"1 PI PE BEDDI NG TYPE" "PIPE B DING 4705 4705 N� IOO OM hp ION Z� M� M1� Na N'i1 IO�, dN OY In ION O" ro mA N� ID* O r dm 10 O m0 M)T` R& d In Om 001 'Oa, dm rd 0!, �d O'ep �N nb O 'd �m d' NY1 r01 �' rt0 p Nd "1� dN ,an mN In nN o d O m n N I0 N n N O' M In n a0 O �'O rld N r m Ol N f d N m m O n 10 pmp NH N�j N� ^� M� 17� �� N� t�VM N (CVO N No vOj '.OjO �� M� ON hN hN hN hN ") h� "1� M M h M^ r'Nj� MN I.� „�jd Nd nd "NIN h� hh n0 Mm no n'o n10 MIO M� Mtp Mm MMIr nN Mn Mr 'dr1N Mn nm M ,n� MYj n r n r r„r ¢ nr nn r'n9, nn r n^ n� rn rn nn nn nn nn nn nn nn nn rn r� n,ng, n� nn nn nn nn n nn nn nn nn nn nn nn nn rn nn rn nn nn rn nn nn nn rn nn rn IN ran rn nn niN d N d Y d N d N d N d Y (� d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d X. 0+00 0+50 1+00 W 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 ;I 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 VERIFY SCALE' REVISIONS I ,I, DRAWN BY. MEOCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY LWC __ HH 3959.D05 REDUCED LINEBELOW MORRISON 901 canhOMIT Blvd CHK'D.BY: JAU THE LEGENDS AT BRIDGER CREEK II MEASURES ONE INCH ON LAND WEST CONSULTING,LLC E"91"�'s Bozeman MT 59718 = T'x SHEET NUMBER s"Na JAMES A. �% APPR BY: JAU BOZEMAN MONTANA ORIGINAL DRAWING Y 321 E. Main St, Suite 202 _j ULLMAN w's Scienasfs W� DATE: 2/19I07 Bozeman, MT 59715 II i�T 10539 PE DRANANG NUMBER Phone: (406) 556-5868 JJ MAIERLE INC. Plan—"""' PFnan(4066 87-11721 MODIFY SCALE ACCORDINGLY' Fax 14061587-1176 'x4r r p V� O.A.REVIEW Fax: (406) 582-5834 .1n r�;„rr„�<.•-o,.T,eeclNRrx,'.., yrll 7 ENSE��a� By_ NORTHVIEW STREET ,-3 N:139591005NCAD1RecorTW-3.dwg Plotted by k9amradt on Mar2/2007 - LE INc.,mor 14�NA�.."�� DATE: • MAIDLN SPIRIT STREET - WATER SERVICES AS-BUILT STA 4+45.0 11.01T 64 SEE SHEET W-1 STATION OFFSET DIRECTION LENGTH DRAWING SEE SHEET W-2 SEE SHEET W-3 INSTALL 8x8x8 TEE \. 0+90.3 11.0' LT R 49' STA 4+02.5 10.41T 0+99.2 11.0' LT L 2T 7- INSTALL 8'VALVE 1+50.3 11.0' LT R 49' STA 0+34.6 1 5.51T / T \ STA INSTALL4+12.4 1141THYDRANT TEE, INSTALL 8" EN CAP STA 3+1 1 11.01T LOT 13 INSTALL FHYD ASS'Y 31.9' LT A LOT 29 1+10.3 11.0' LT L 2T INSTALL 8x8z8 TEE / STA 3 3.0 5.21T 7 W/ 21 LF OF 6" DIP 2+10.3 11.0' LT R 49' LOT'7 LOT 6 LOT 5 / INSTALL 8' 2 BEND 2+59.3 11.0' LT L 27' 1,0'T 18 LOT 17 t ST A 5+37.4 15.5'LT 101 16 STA +07.0 11.51T 2+70.3 11.0' LT R 49' STA 3+02.1 11. 'LT INSTALL 8x8x18 TEE 3 � 011 ST 2+55.3 4.6'L LO'1'28 INST 8x6x8 HYDRANT 3+62.1 E. INSTALL BEND INSTALL 8' 22.5' BEND LOT 30 6.1' LT L 32' I INST FHYD ASS'Y 20.5 LT I ISTALL 8" 22.5' BEN INSTALL 11.25' BE Loy 15 / ✓ AS-BUILT /1 LOT 27 3+62.4 6.1' LT R 44' W/ 10 LF OF 6' IP / LOT 26 4+26.8 0.T RT R 38' a � 4+40.1 2.0' RT L 40' - STA 1+34.6 4.6'T _ w INSTALL 8' 22.5' BED LOT 31 5+06.6 4.3' LT L 35' DRAWING 5+44.1 13.5' LT L 25' o 'rI - -- - I- °W<. LOT 14 o q 5+60.9 9.48' LT R e�Y 48' _ - - / °� }- -- 0 yP v LOT 32 6+06.4 6.4' LT L 32' Q: t1 h �STA 3+07.1 1.01E I.OT 33 EXISTING 18" M TO BE ` /,// tt / I MEDICINE WHEEL LANE - WATER SERVICES INSTALL 8'VALVE MOVED AND DI OSED OF / STA 0+ 2.0 8.1'LT �C13 t8C i INST 8'VALVE l 1 STATION OFFSET DIRECTION LENGTH �097�; // �n LOT 38 LOT 34 0+43.5 9.7' LT R 34' I(1 I I v LOT 20 LOT 21 LOT 22 LOT 23 LOT. LOT 37 LOT 36 LOT 35 1 0+85.9 11.3' LT L 12' I ,\ j, 0+90.7 11.0' LT R 35' M DEN S P R11 STREET / LOT 25 STA 6+35.5 8.51T - -- 1+29.7 5.7' LT R 29' I (35' ?H t C) ".,l.o,457 6 9"T__ ------ ,ANSTALL x6x8 HYDRANT TEE, , 1+68.8 10.2' LT R 34' INSTALL HYD ASS'Y 20.5' LTA 1+84.0 1 11.3' LT L 12' I 14 LF OF 6- DI STA 6+58.9 9.71T 2+16.8 10.6' LT R 34' o INSTALL 18x8x18 TEE I 2+62.5 6.2' LT R 31' I TA 6+37.5 8.61T 2+74.7 8.4' LT L 15' s� INSTALL 8" VALVE 2+92.2 10.5' LT R 34' 'Y " =� 3+38.9 10.5 00 HORIZ: 1 50 3+55.3 8.5' LT L 15 LT R 15' SEE SHEET W-3 / VERT: 1" = 5' - - 3+75.6 5.8' LT R 30' 11X17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' AS-BUILT STATION ELEVATON I AS-BUILT ' 0+50 4723.32 MAIDEN SPIRIT STREET MEDICINE WHEEL LN STATION 4729.5 ON 0+00 4729.50 1+50 4723.70 0+50 4729.91 1+50 4723.70 1+00 4730.75 2+50 0 472 4750 2+ 4724.58 1+50 4731.29 -- _ - -- - 2+00 4731.72 4750 3+00 4725.0. 8 08 3+50 4725.89 r 2+50 4732.46 3+00 4733.30 4+50 4727.02 z 7GROU 4733.74 4+50 4727.02 4734.37 7 4745 5+00 4727.68 5+50 4728.84 47456+00 4728.70 6+50 4728.674740ASPHAL CL4710EX ASPHALT CL4735 -- - - - ---- - - - - ---- { - - - 4735 EXISTING GROUND JW 4730 - - - - -ems .� - - - _ / r o - - iv w r 0 m a> ao m 4730 o N m ♦X o X rd U W + ^N N (V m a 0D IB MIN. m N(V +. p Q +� +� C E in WIN MW +N ♦< ~< 4725 0 o r W J 6 N• F a z <r <N "+ - r z r Z 4725 m m J W J CA rWW a!1 .X �mm Ne 0~ J1.W1.11 NN .a DJ r. TOJ p,J Xaz nN�N�Jz rVJJ1 r+ r Z 0 0 o 4720 hX - N+? z Lu w-_W - 4720 b 0 O � } Da r << < r + Vz V _ Z 4715 0 N _ 471s < i INST L 631 IF F "CL51 D. P.. AWW C151 F o INSTAL 446IF 8"CL5/ .LP.A A C151 E"A"T NCH BA KFILL X r E"A" RENCH ACKF alto TYPE"/" IPE_ ING TYPE" "PIPER DING 4710 zrJ UDC t0� O�f'70 hEnD. m� a�� O�� dm a0g 7I'"11, N0 rnm 'n0 t0� Nm No NM n,°y1 �O N� <m mp t0M N� IAD Of f da n or MO �O Nf a� aN n �` N� N6 .+oj� 17� 0j MN ON nN �r7 On 0,7 ,i1 �♦ ♦ �10 N M N 206 Q .r1 10 OI N h �m �� Nh �� m� 0♦ 4n �� f� 'r?n �O r`n nM Sj ei e1 aY aw a n� aY n� nY na nY n� n� n♦ �♦ n a♦ a♦ +♦ + w wn <n <M1a ffy nn nn nn1 nn nn nn n� nn nn nn g g ng n♦ n� n♦a + a ♦n yn Yn �n n do n n n n n n n n n n n "1 n"1 n"r I°�i of M 16 � w ♦ a v < a,1 as v,r as a� a+ a� a� a� a� a� a,f a� ♦� a� e< aY aY -- w W 0+00 0+50 1+00 1+50 2+DO 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VERIFY SCALE' REVISIONS b` ' ' DRAWN BY: JCH 1`i I A ).y PROJECT NUMBER THESE PRINTS MAY BE NO, DESCRIPTION DATE BY L WC'' �• d I REDUCED LINEBELOW 901TechrglogyBNd. = I' CHK'D.BY. JAU THE LEGENDS AT BRIDGER CREEK II _ 3959005 MEASURES ONE INCH ON 'AND wE8?CONS'JI IINI;,II(: I]MORRISON Enpneers Bozeman,MT 59718SHEET NUMBER ORIGINALDRAWING J SI"Neprs JAMES a . APPR.BY, JAU BOZEMAN MONTANA 321 E. Main St, Suite 20- Bozeman, MT 59715 scanaars 0539 P W' DATE. 2119/07 ( ) J MAIERLE INC. Planners Phone(406)587-0721 4 10539 PE 2, DRAWING NUMBER Phone: 406 556-5868 MODIFY SCALE ACCORDINGLY' Fax 406 587-1176 '�y , V_= O.A.REVIEW Fox: (aos) 562-5634 p1.,��-o dc.W.ny ZE��a- By MAIDEN SPIRIT STREET-MEDICINE WHEEL LANE ��]_�1 N:13 9 5910 0 5WCAD1RecorAlWl.dwg Plotted by kgamradt on Marf212007 COPYRIGHT r MORaIsoN-I.WERLL INc..nor'''IaINAI...�" pABY VY `t v AS-BUILT OPEN SPACE I BOYLAN ROAD - SEWER SERNCES STATION OFFSET DIRECTION LENGTH AS-BUILT ELEVATION DRAWING 13+ 8.1 R 39' 471 .73 14+48.1 CL R 39' 4716.73 15+28.1 R 39' 4718.33 16+33.1 R 39' 4720.43 17+15.6 R 39' 4722.08 17+98.1 R 39' 4723.56 BR/DGER CREEK 18+55.7 L 149' 4726.85 18+81.0 ¢ R 39' 4724.80 STA 13+40.0 0.O'RT EXISTING SSMH STA 17+40.0 0.O'RT STA 19+41.4 0.O'RT 19+89.1 8.7' RT R 30' 4726.29 NEW SSMH 01 NEW SSMH 02 AS-BUILT DRAWING P 8w w ew IN rn w 05 P Joe o � 7 o �� / 'N,e STA 21+83.1 0.0'RT (BOYLAN RD) I BO LAN RBA e� e�, 00 STA 14+69.9 0.O'RT (NORTHVIEW ST) (35 TBC TBC) NEW SSMH 03 an i I III ' lull 101 4 I I R I X I u l y LOT 10 LOT I I , 0 OPEN SPACE 12 LOT 12 OPEN SPACE I 1 HORIZ: 1" = 50' VERT: 1" = 5' +� 1 1 x 1 7 HORIZ: 1" = 100' 20 1 1 x17 VERT: 1" = 10' eo m T1 n M BOYLAN ROAD o ^ NORTHVIEW O Y it 4745 N � II a a 3 3 II STREET 4,a M»Z� ci �Wo=N Ci 0 aD a n a o It- -e w u`ri a Z o ASPHALT CL a i z o o Y t+ f w ?rn ASPHALT CL n=>rw0 VIVO: zo i O - EXISTING GROUND 4735 <- i I>^ _ _ _ _ - 4735 r In a:--a - ox o o 6m ^n EXISTING GROUND - l C EA MIN. MIN. _ RANCE CLEARANCE oQ IR an / 4730 a N - - - 4730 QN II rx >> / �w z z 1 STALL 34.5 LF r a Io 4725 36.5 LF OF 8" PVCc)O ai 472.', 8" vvcO 12. r.z a w mwt �+> V9 7.4 LF VCO 1.50% o P8• z 4720 -- ©- a r 472' 00 - ma STA 13+40.0 STA 21 83.1 Z STA 14+69.9 STA 15 .4 4715 39 p 2.00% INSTAL 842 LFO N o DVSTAL 37LFOF 47 B 8" DR 35 PV 7 ASTM 3034 W 8" DR 35 PV ASTM D 034 TY A"TRI PVCH BA C KFILL -> Z TYP "A"THE CH BA CA ILL E"I"PA E BEDD G m T PE"I"PI E BEDDR IG 4710 4710 Or no 00 �t°5` nNY�r UN♦Y Nn<nY Qn� n.Poon� nan� NaOY NOp� aY dp� p e�+ <Nr <qr <�y <M < Ya <Na �+ yAN RS� ronI <,f 2� na �Ona dnN nMMODO vi aO m � n c LON 0 nMN✓�1 MMnnNWm MMnn 0 n f Of N � nM � ~ N NNN n � n � M"1 � na ~ nG � � On n � mD ` 6 m N N6N6 Nn n � n n� n� n�nn nn nnnn� nd n nnnn , � r I e %v nn OA� M IN n N<a dy ay ay <� ♦a a J( 13+00 13+50 14+06 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 13+50 14+00 14+50 15+00 15+50 16+00 VERIFY SCALE' REVISIONS _.���'•lYq'�hll, DRAWN BY. JCH PROJECT NUMBER THESE PRINTS MAY eE 140. DESCRIPTION DATE BY L WC 1 _- HH r 3959.005 REDUCED HNEBELOW J MORRISON 901 TecnnologyBlvO. CHK'O.BY. JAU THE LEGENDS AT BRIDGER CREEK II MEASURES ONE IREM ON LAND WEST CONSULTING,LLC Engineers Bozeman,MT 59718 *x'z SHEET NUMBER ORIGINAL DRAINING 321 E. Main St, Suite 202 sen-eras JAMES A. �% APPR.BY. JAU BOZEMAN MONTANA sraenrl5r5 ULLMAN w; Bozeman, MT 59715 10539 PE Ws DATE. 2/19107 DRAWING NUMBER Phone: (406) 556-5868 _j� MAIERLE INC. Pra""ers Phone 0661 7-11761 2„ Fax 4061587-t 176 O.A.REVIEW MoolErscALEAccORwNGEn Fax: (406) 582-5834 I,�I,��,;,�,,,R�,,,,,,II I ''`r �cENSE �= BOYLAN ROAD nn,tiRn, , �� BY S-1 N:13959W05WCADUtecord\S1 Avg Plotted by kgamraat on Mw=007 ERLE.xlc..:ooT "�r�NA�.�"'�� DATE MAIDEN SPIRIT STREET - SEWER SERVICES AS-BUILT �1 A S-BUILT STATION OFFSET DIRECTION LENGTH AS-BUILT ELEVATION 0+74.2 (1 L 38' 4717.03 DRAWING 7 , DRAWING 0+75.3 (1 R 38' 4717.03 - 1+35.3 rE R 38' 4718.7 .Ny LOT 13 LOT 29 1+54.2 (i L 38' 4719.23 3j LOT STA 12+51.0 0.O'RT / ST +70.6 5.5'RT STA 0+47. 0.0'RT 1+95.3 R 38' 4720.37 LOT6 LOf 5 LOT 18 LOT 17 LOT 16 NEW SSMH 09 SSMH 12 � 11 2+34.2 CL L 1 38' 4721.45 EXISTING S AH 3 'y 2+55.3 R 38' 4722.04 I STA 3+15.2 0.O'RT STA 5+38.03 3. LT SfA 11+99.8 I.OT28 NEW SSMH 04 STA 00 0.0 3+35.0 2.1' RT L 40' 4724.01 IAyl15 3+44.0 3.0' RT R 33' 4723.91 I NEW SSMH 5 / SSMH OB,[ LOT,26 4+08.3 9.8' RT R 49' 4724.61 - _ _ - _ / �Cj / 15' e !,� G 4+16.6 10.6' RT L yq' 4724.14 '+, w 4+75.6 12.5' RT R 26' 4724.52 �, o - �a a W co LOT Iv e 153 r NSTA EW SSMH316.8'RT 4+94.8 9.T RT L 49' 4725.10 " )- A V 5+28.9 fL L 3g' 4725.11 o �y ___I _ �yC' LOT 5+85.2 4.5' RT L 43' 4725.74 ot1'ti I MAIDE P RIT T T h �01 1 ` �NN�e� LOT33 5' TBC - TBC STA 1+34.6 6. 'RT O5 MEDICINE WHEEL LANE - SEWER SERVICES / LOT 38 NEW SSM 10 LOT 34 STATION OFFSET DIRECTION LENGTH AS-BUILT ELEVATION I LOT 19 LOT]) 1.OT 21 LOT 22 101 24 LOT 24 LOT 36/ LOT 37 LOT 35 o 0+36.3 2.3' RT R 21' 4727.54 STA 11+22.0 .O'RT 0+53.8 0.3' RT L 24' 4727.81 I LOT 25 NEW SSMH 07 0+83.3 0.3' LT R 24' 4728.17 1+25.8 4.8' RT R 19' 4728.59 1+58.5 2.1' RT L 26' 4729.31 I -- -_ 1+62.0 1.6' RT R 22' 4729.27 / OPEN SPACE 10 2+07.9 0.2' LT R 24' 4729.87 I OPEN SPACI I STA 6+70.7 0.O'RT = 2+40.1 3.5' RT L 28' 4730.34 STA 10+33.1 0.O'RTNEW SSMH 06 2+52.6 6.1' RT R 18' 4730.27 2+86.5 1.2' RT R 23' 4730.96 3+29.9 0.1' LT R 24' 4731.50 NORTHVIEW STREET - SEWER SERVICE HORIZ: 1" = 50' 3+30.1 0.1' LT L 23' 4731.48 STATION OFFSET DIRECTION LENGTH AS-BUILT ELEVATION VERT: 1" = 5' 3+70.6 5.5' RT R 18' 4731.83 12+44.3 0.1' LT L 38' 4727.71 1 1 X 1 7 HORIZ: 1" = 100' 1 1 x 17 VERT: 1" = 10' MAIDEN SPIRIT STREET NORTHVIEW STREET MEDICINE WHEEL LN 4750 a n 4750 aD ^ ^N ^ II �?N w?^-ao; - - _ - - n�rn�^�J f• - -_ b n_Nn-f. or •tAS�P Ki NItfn 2 . � "Kt ammrirn^ -o --- - -Na It In FI?n > ° o hof O N 4745 tO rn -+ v o 'i �.•:. 4745 ;MY nl C 1 °0 l4 f aa3 >O m p< J p> /Ia: 01w OZ + >' O 0 nN + > f2 ON + Z- w = pZ2 O 0 >J - W O O z+ W J ^474D n ZW M> IT ASPHALT CL_ » . » n -1 - o II 3!� 0 Z -Dzzo 4740 w o YZo EX STING GROUP D w1)Ym w0 ASPHALT CL XISTING GRO NO 47354 01 4735 LT CL>>O EXISTING GROUND 'MIN.4730 E Cl EARANC 4730 - - _ CLEARANIC. -� 1 3.1LF 11 OF8• VC O 1.2 - 18'MIN. 118.7 4725 cI.EARANCE 13 8 LF OF g' PVC O 1.20% - _ 47.2 LF I O 1.20R 128. LF OF 84.7 g• VC O 0.50 B" - 4725 217.3 LF OF PVC O 0. % g" p O 0.50% 6' F,Vc O 0.59% 4720 Ca of _ 4 _- - 4720 F OF rNr` 264. ®2 80$ S 471 s e" p� S A 0+47.2 STA 6 70.7 Z o TA 10+33. TO STA 2+51.0 STA 0 TO ST 3+70.6 _ 4715 a INST L 2/8 LF F 3 INS L 379 OF 8" DR 35 P ASTM 9034 F o "SDR 3S VC AS D3034 Z > 8"SDR 3 PVC AS D3034 TY 4" CHBA !LL -W E"A" NCNB CKFILL0 TYPE"A" RENCH ACKFIL 4710 E"/"P E BEDD G Z TYPE"I PIPE BE !NG Z TYPE" "PIPE B1 DDDVG 4710 o�W�K ` Na"qnf N+^O^f N^fOnf ^fnfO ^f fn= a'm co O' IDS 7n S f fr ff Ifafn fM f� v UZ x< ^^a^f f n<s f nf f f f f nf f f f n mD rf n f RI f M�Om G �GNO oN nNMN O Yj N Nnd^� N K n aInn ^ ^nn ^nMn nO Z rO -:In n nnnnn nn 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ 4+50 5+00 5+50 6+00 6+50f nr r"r' 10+50 11+00 11+50 12400 12+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VERIFY SCALE! REVISIONS DRAWN BY JCH ;,.��1'i I A?�,a PROJECT NUMBER iNESE RRiNrs xaY eE NO. DESCRIPTION DATE BY L WC ry � REDUCED LINE BELOW 901 Technology BNd. - '''� CHMD.BY: JAU THE LEGENDS AT BRIDGER CREEK II 3959.005 MEASURES ONE INCH ON LAND WEST CONSULTING,ILC MORRISON Enph- Bozeman, 59718 {X'�5, SHEET NUMBER ORIGINAL IxtAwalL1 321 E. Main St, Suite 202 Surveyor's JAMES A. �; APPR.BY JAL BOZEMAN �--a ULL� MONTANA Bozeman, MT 59715 Phone: (406) 556-5666 . MJ9IERLE INC. s :(B6,567-072, 10539 PE _% DATE: 2/20l07 DRAWING NUMBER MODIFY SCALE ACCORDINaLYI vMiNreia Phone 4 '4 Fax: (406) 582-5834 ,t„�,p�y.�p,,,,,dT;o,,,p„"y Fax(406)587-1176 a, ICE%I �V? By MEDICINE REVIEW MAIDEN SPIRIT STREET-NORTHVIEW STREET N:13959Y)050ZAD1Reoad\S2.dg Plotted by k9wnradt an Mar/2/2007 MEDICINE WHEEL LANE ^/ cov..Rx;R,r MORwsoN,wFRtE..am 'ky NAl..," DATE' 2 I