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HomeMy WebLinkAboutLegends at Bridger Creek II - Phase 2 CONSTRUCTION IMPROVEMENTS FOR a PROJECT L CA ION THE LEGENDS AT BRIDGER CREEK II SUBDIVISION n r - "�:Q DRIVE PHASE II - 7 BEING A PORTION OF TRACT 2 SHOWN ON FILM 12, PAGE 825, RECORDS OF GALLATIN COUNTY, SITUATED IN THE S1/ SECTION 32, T1S, R6E, P.M.M., GALLATIN COUNTY, MONTANA G' DEVELOPER yY , GUINNESS PARTNERS, INC v 430 N. RYMAN, 2NO FLOOR MISSOULA,MT 59802 VICINITY MA_I' NOT TO SCALE. PINNACLE STAR SI It1 I I - GENps I INDEX TO SHEETS ' I VGIv BOYLAN ROAD -1 COVER SHEET I-2 STANDARD ABBREVIATIONS AND NOTES - Qp ROAD PLAN AND PROFILE SHEETS R-1 BOYLAN ROAD STA 24+53 - STA 28+50 BENCHMARK #2041: I R-3 SOUTHLDALLEREET ARROW BOLT - I / - NE CORNER OF BOYLAN ROAD x T, r WATER PLAN AND PROFILE SHEETS AND PINNACLE STAR STREET. 0 ELEV=4724.09 C.O.B- DATUM -MAH98,N-S.,;UT-S4Rj+T- W-1 BOYLAN ROAD FDLe( W-2 MIDFIELD STREET SEWER PLAN AND PROFILE SHEETS I \/ S-1 MIDFIELD STREET SEWER STORM DRAINAGE PLAN AND PROFILE SHEETS � SD-1 CULVERT CROSS SECTION �I I R E I DETAIL SHEETS FT >vrmFrrtLn srttm P HA J C E S ' D-1 PROJECT DETAILS / I / IF-- r —----— IIWY R6(BRIDGER DRIVE) RECORD DRAWING VERIFY SCALE! REVISK)NS THESE PRINTS MAYBE NO. DESCRIPTION DATE BY - ��Aa'll DRAWN BY MEE PROJECT NUMBER REDUCED LINE BELOW MORRISON 901 Technology Blvd CHKT)BY THE LEGENDS AT BRIDGER CREEK II-PHASE II MEASURES ONE INCH ON ErryR , Bozeman,MT 59718 = �. SHEET NUMBER ORIGINAL DRAWING. S .r,,. A HR w; APPR By BOZEMAN MONTANA 1 S—tiw.l w3 DATE 042013 DRAWING NUMBER MAIERLE INC. �en�rs Phone(406,587O721 _- II ) Far 406 5871176 y !r p Vr AL REVIEW MoolErscuEAccoRDacLn l 1 r ctesc COVER SHEET I-1 E:mpkryer- P's+rY rr4 F.�.= BY. 1 1 N:\3958\010\ACAD\SheelslReoord Drawings\t 1-1 dwg Plotted by elI a.Shuford on OcV30R013 coPrRran<NORRISnN NnII.W l IM: 2— I�r,rNA�...•. DATE AB ANCHOR BOLT FB FLAT OAR, FACE BRICK PL PLATE. PROPERTY LINE TOPOGRAPHIC LEGEND GENERAL T c ABDN ABANDON FC FLEXIBLE COURTING 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 1. All construction work on this project shall be completed in accordance with Montano Public Works Standard ADDL ADDITIONAL FON FOUNDATION PRCS1 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. The City of Bozeman Design Standards and Specification Policy, and the Project Specifications. ADPTR ADAPTER FE1 FLARED END TERMINAL PRELIM PRELIMINARY AFF ABOVE FINISHED FLOOR F.EXT FIRE EXTINGUISHER PREP PREPARE, PREPARAPON EASEMENT LINE 2. Water Main Pipe Material shall 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 GRAOF PRY PRESSURE REDUCING VALVE SECTION LINE OR DLC LINE ALT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT 3. Maintain 18" (vert.) separation between oil water main and all sewer main. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT OF TANGENCY - CENTERLINE (7) 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 FLG FLANGE PVMT PAVLMENI -- BT BURIED TELEPHONE as determined by Owner and the Engineer. ARCH ARCHITECTURE, ARCHITECTURAL FEE FLOW LINE RAD RADIUS 5, The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ASPIf ASPHALT FIN. FINISH RC REINFORCED CONCRETE ROAD(EDGE OF EXISTING PAVEMENT) verify the existence, location, depth, size, Tine and grade of existing utilities connections prior to construction. The AVG AVERAGE FLH FLOOR RCP REINFORCED-CONCRETE PIPE Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide ® AT FOC FACE OF CONCRETE RD ROAD. ROOF DRAIN < EXISTING CULVERT proper protection when location is known. BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDt:R REDUCER BFVIV BUTTERFLY VALVE. FSTL FABRICATED STEEL RFBAR REINFORCEMENT BAR +^ FOUND MONUMENT BOX 6 A list of representatives to contact for information regarding facilities is as follows: BETW BETWEEN FT FOOT, FELT REF REFERENCE Montana One Call System Dispatcher 1-800-551-8344 BF BOTTOM FACE FIG FOOTING, FITTING REINF REINFORCE A HORIZONTAL/VERTICAL. CONTROL POINT Northwestern Energy Ande Buffington 582-4631 BLDG BUILDING F TO F FACE TO FACE REIOC RELOCATE, RELOCATION Bresnan Communications Todd Jenson 522-3958 BLK BLOCK CA CAGE, GAUGE REOD REWIRED A CONTROL POINT CenturyLlnk Jason Wiseman 585-2354 BLW BELOW CAI GALLON RST REINFORCING STILL BM BEAM, BENCHMARK CALV GALVANIZED RT RICH + COORDINATE POINT 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all BOT BOTTOM CALVS GALVANIZED STEEL- R/W RIGHI-OF-WAY construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall ERG BEARING GIRD GROUND SAN SANITARY 19R-t BORING LOCATION AND NUMBER. SEC be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not BRKT BRACKET GRTG GRATING SCHLU SCHEDULE SPECS FOR BORING LOGS, be made. CHAN CHANNEL GSKT GASKET SDWK SIDEWALK r.32100 SURVEY HUB AND TACK WITH STATION CHh CHECK B. All backfll for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer- 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 CI CAST IRON GVL GRAVEL SHT SHEI1 (31 U.S GOVERNMENT BOUNDARY MARKER. 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 FOUND C.O.E- BRASS CAP STAMPED W/N0. CJP CAST-IRON PIPE FLANGED JOINT HAS HLADED ANCHOR STUD SLP SLOPL 19UM-2 BENCHMARK LOCATION AND NUMBER OR 9. All volves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. CIPC CAST-IN-PLACE CONCRETE HR 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 HO HUB DRAIN SPEC SPECIFICATION 0 POINT OF INTERSECTION, SET 5(8"x To' personnel only. CJ CONSTRUCTION .JOINT, CONTROL. JNNT HDW HARDWARE 5PG SPACING REBAR W/L.S- CAP STAMPED C-329" CL CENTER LINE HDR HEADER SPRT SUPPORT 6P-3 PIEZOMETER LOCATION AND NUMBER 10, All Fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. CLOT CEMENT LINED DUCTILE IRO HK HOUK 50 SQUARE CLG CEILING HM HOLLOW METAL SO F-7 SQUARE FOOT X'1100 EXISTING GRADE 11, All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in GER CLEAR, CLEARANCE HORIZ HORIZONTAL SO IN SQUARC INCH conformance with MPWSS detail 2713-1, or must have mechanically restrained 'pints as indicated on the plans. CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL 0 low FINISH GRADE 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall CMU CONCRETE MASONRY UNITS FIN 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 55 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 SITE STIFFENER :"V�ti'V-\ EDGE OF TREES,BRUSH 13. Ail profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments COME COMBINATION HWY HIGHWAY SEE STEEL indicated on the plans. Elevations are finished centerline asphalt elevations. CONE CONCRETE OR CONCENTRIC HYD HYDRANT StRUCI STRUCTURE 2- EXISTING TREE W/APPROX. TRUNK DIAMETER CONN CONNECT, CONNECTION ID INSIDE DIAMETER SYM SYMMETRICAL 14. Not Used CONSTR CONSTRUCTION I[ INVERT ELEVATION T&B TOP AND BOTTOM © BUSH 15 Not Used W CONT CONTINUE, CONTINUFD, CONTINUOUS IF INSIDE FACE ED THRUST BLOCK . z CONTR CONTRACTOR IN. INCH TOG TOP BACK OF CURB NEW TREE AS SPECIFIED 16, The contractor shall be responsible for coordination of utility(phone/power) installation with local utility O COORD COORDINATE INII INF LUENI TF TOP FACE 4 companies f- CORR CORRUGATED INSTI INSTAIT., INSTALLATION TEMP TEMPORARY, TEMPERATURE a end SIGN, ONE POST OR TWO POST Q CP CONTROL PANEL INSTR INSTRUMENT THK THICK 17. The contractor shall notify Montano One Call ®Bit or 1-800-551-8344 For onsite utility location. All existing 5: CPLG COUPLING INSUL INSULATE IHRU THROUGH m CXISIING MANHOLE utilities shall be marked before digging. ICJ C TO C CENTER TO CENTER TNT INTERIOR TO TOP OF Q� CTR CENTER JB JUNCTION BOX T.P. OUTSIDE TOP Of PIPE NEW MANHOF 1B. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall m CTSK COUNT TFRSINK JST JOIST TOC TOP OF CONCRE IE, TOP OF CURB immediately repair the damage at the contractor's expense. m W CUBIC IT JOINT TST TOP OF STEEL rII. EXISTING UTILITY OR TELEPHONE POLE Q CU FT CUBIC FEET 1. ANI:LL TW LOP OF WALL 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed CU IN CUBIC INCH . The displayed pipe EF is for estimating pipe pay quantities, center of manhole to center of manhole. See LRS POUNDS TYP TYPICAL rl. NEW UTILITY OR TELEPHONE POLE measurement and payment in the specifications. CULV CULVERT Lf LINEAR FEET UBC UNIFORM BUILDING CODE measu CU YD CUBIC YARD LNTT LINTEL UC 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 UPL UTILITY CREE1C/RIVFR W/DIRECTION OF FLOW 21. Alt 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 DBE. DOUBLE IT LEFT Vie VALVE BOX - —_1000- NEW CONTOUR Energy, Utility Culvert Requirement Detail in the Project Manual for details. All locations are shown approximate and DET DETAIL EVE LEVEL VERT VERTICAL shall be field fit as directed by Engineer. Contractor shall secure conduit end marker caps from Northwestern Energy DI DUCTILE IRON, DRAIN INIEi LVN LOUVER VOL VOLUME -1000 l EXISTING CONTOUR and install them. DIA DIAMETER MAIL MATERIAL VRFY VERIFY DIAL 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 BOLL W 1WDTH DIMJ DUCTILE-IRON MECHANICAL JOINT construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe DTR DIRECTION M MOTOR CONTROL CENTER wow MATERIAL SYMBOLS is achieved. MCPCP w/MOIO7 CONTROL PANEL W� N1T11 DN DOWN MECH MECHANICAL W/0 WITHOUT 23. All curb return radi at intersections shall be 15' unless otherwise noted DR DOOR MFD MANUFACTURED WE WATERLINE DWG DRAWING CONCRETE 24. Contractor shall field verify line and rode existing connections. Contractor shall also field verity existing MFR MANUFACTURE. MANUFACTURER WM W11NL MESH, WAlllt MAIN Y 9 9 Y g EA EACH MH MANHOLE WS WATERSTOP, WATER SURFACE contiditons at east, location where Phase I ends and Phase 11 starts. EF EACH FACE, EXHAUST FAN MIN MINIMUM WSTL WELDED STEEL. WROUGHT STEEL EL, ELEV ELEVATION MISC MISCELI ANEOUS WE WEIGHT GROUND SURFACE GENERAL DESIGN DESIGNATIONS �g�g ELB ELBOW MJ MECHANICAL JOINT WTR WATER ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS WV WATER VALVE ��L�1�� ENCL ENCLOSE ON DRAWING WHERE SECTION NIC NOT IN CONTRACT (SEE NOTE 4) WWF WELDED WIRE FABRIC SECTION ENGR ENGINEER NO NUMOfk WWM WELDED WIRE MCSiI DETAIL(NUMERAL) l\ PR T I 1 T N: EP EDGE ,E EQUALLY Ni NOM NUMBER XFMR TRANSFORMER NOTES: DESIGNATION �L� DRANTA NUMBER COL EQUAL, EQUALLY b:L SHOWN NIS NOT 10 SCALE- YET YARD I •SYMBOL. USED ONLY WHERE REQUIRED FOR CLARITY. X X EQL SP EQUALLY SPACED OC ON CENTER ON DRAWING WHERE SECTION EQUIP EQUIPMENT 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE OD OUTSIDE DIAMETER _NOTE IS SHOWN EQUIV EQUIVALENT NOTED AS*EXISTING' AND ARE SHOWN IN LIGHT LINE DRAWING NUMBER S fA' OVERHEAD FACE ,. FOR ABBREVIATIONS NOT LISTED, SEC 'ARBREVIATIONS FOR WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- DRAWING NUMBER ( ) EW EACH WAY OHP OVE RNE AO POWER R TAK N USE ON DRAMNGS AND TEXT'. PUBLISHED BY PIE URES ARE SHOWN IN HEAVY LINE WEIGHTS (OR SAME DRAWING) E%C EXCAVATE OPNG OPENING AMERICAN NATIONAL STANDARDS INSTITUTE INC. ANSI) DETAIL AND SECTION DESIGNATION EXH EXHAUST PikIU PROCESS AND INSTRUMENTATION DIAGRAM EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. EXP IT EXPANSION JOINT PCP PLANT CONTROL PANEL 2 THIS IS A STANDARD ABBREVIATION LIST. THEREFORE. NOT E%S1 EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. 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 THIRD 0-33 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 SHEL1S, AS APPLICANT STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS STANDARD DETAIL DESIGNATION PI PRESSURE INDICATOR. POINI OF INTERSECTION OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS RECORD DRAWING 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MAY NOT BE SHOWN ON THE PLANS. Pi PREMOLDED JOINT filIFR IIf 44 EDI ION, MARCH 2O01 VERIFY SCALE! REVISIONS ��tt THESE rrtwrS MAY SE NO DESCRIPTION DATE BY -;�arv�`) ', DRAWN BY THEE PROJECT NUMBERBER REM1C�a LINE eElow -� MORRISON `�,tecnnolagy9111 GHK'D Bv. THE LEGENDS AT BRIDGER CREEK II-PHASE II MEASURES ONE INCH ON E' w'H° Hozerrun.Ml SVtitl SHEET NUMBER saYw nx MA R APPR BY BOZEMAN MONTANA ON,GINAt unAvvx+c __ .Sasnfuua W, DATE g52013 1 INC. PE DRAWING NUMBER J MAIERLE C. fY�aa�m Phanr,.a,t>dt072, __: M 10IFY SCALF ACCCADMIGIY 1 Fax(406)587.1176 r ri v Gd °� BOA REVIEW GENERAL NOTES 1_2 N 0959010WCAChSheetslRecard Dmwnngsl2 1-2.dwg Plotted oY Elia Shuford on OCV302013 vrn�,»I:.ycxl.,Irwcyrt nil wx m+i ''a�NAI��F' DATE ALL THE HATCHED SIDEWALK WILL BE INSTALLED WITH THIS PROJECT INSTALL 25 LF OF 18" X28.5" RCPA W/ FES 01.0% NOM SLOPE. INV IN=4737.61 INV OUT =4737.36 INSTALL MID-BLOCK PEDESTRIAN RAMP, TYP. INSTALL TYPE "B" C.O.B. PAVEMENT YLAN STA 25+79.35 (16.5 , C=4740.49) BOYLAN STA 25+79.35 MARKINGS FOR PEDESTRIAN CROSSING. INSTALL SDI/3: 3'X6' DOUBLE CURD M DRAIN INLET AS PER DETAIL 5 SHEET D- INSTALL PEDESTRIAN RAMPS .�.I - SEE COB STD DWG NO 02529-8 (TYP. FOR BOTH SIDES OF INTERESECTION) INSTALL 88LF OF STA 24+53.45 INSTALL 33 LF OF 18" X28.5" 18" x 28.5" BEGIN PHASE II CONSTRUCTION RCPA 01_OX NOM SLOPE. RCPA 0 1.0E INV IN=4737.36 STA 86.46 BOYLAN R=200.00' INV OUT =4737.03 STA 12 .66 MIDFIELD CL=4740.58 NOM. SLOPE L=39.59' R=280.00' TBC=4740.49 A-11'20'30' L=226.33' - ----- INSTALL PEDESTRIAN RAMP y - 6=46'18'51" STA 27+87.96 (20. T.) MIN. 4:1 SIDESLOPES SEE COD STD DWG NO 02529-8 ' INSTALL DBE. GUTTER - ------ II COB STD DWG. NO 025 -1 INV-4737.61 - - - (MIN CROSS SLOPE=1.3%) INV=4736.73 , BQ%kN_R0_.D-~ INV _ ,tom' (35'4BC - TBC) -1 - �- - _ - - �A3 =4737.36 NV-47 7.03 S ' V - ' sA �!}�" DOUBLE CURB *ki hs rl Ac SDI 13 INLET AS PER DTL5 \nI TOP OF 8' WM-4733.58 SHEET D-1I d74T.51 `I' A �.��® a `--t%5T. EIGHT LOT 52 k'S• rV \� p�j 'O9 STA 28+23 (21.00' RT) 9m SOr- 1, y`� d p, J 'sg INSTALL LIGHT BASE HOC.® h np 'L '9s SEE DETAIL REMOVE AND RE-INSTALL DEAD-END xto v BARRICADE TO THE END OF BOYLAN ROAD C INSTALL STREET MARKER -- E' ���ytP STD TOP DWG SIGN. NO. 09810 1 BOYLAN STA 25+79.35 \�� ! I!- i( AND NO. 09810-4 (16.50RT, TDC=4740.49) ��• 1 O 4rV INSTALL SDIN4: 3'X6' DOUBLE CURB STORM DRAIN INLET v AS PER DETAIL THIS SHEET �K \ INSTALL F3 EE SHEET R-2 RCPA W/ ES 0 1.0% NOM SLOPE. ' �nV INV IN=4737.03 INV OUT =4736.73 STA 26+00 STA 12+24.66 INSTALL 64 LF OF BEGIN TRANSITION HORIZ: 1" = 50' 6" SCH40 PVC TO BOYLAN STREET VERT: 1" = 5' IRRIGATION CONDUIT 11 x 17 HORIZ: 1" = 1 00' 11x17 VERT: 1" = 10' BOYLAN ROAD also STA 22+53 TO STA 28+50 4760 -- - -STA-�-2 66. --- -- HIGH POINT ELEV- 741.60 L POINT E = 4740. V! ELEV= 43.85 HIGH P NT STA= 4+40.01 LOWPOINT STA- 25+80.3 A.D. _ -1.02 PH STA = 24+2 .75 PVI STA 25+95 K = 53.75 STA 24+5 .45 PVI ELEV- 474 .00 PIA ELEV= 4740.25 4755 I D. - - .7 _ _-__ 4755 CONSTRUC K)N K 45.96 K = .41 115, VC 100' VC rc 4750 o F m + also - - - m n o n m o °u + n� na + ' + n r r+f 11i00 00 ^ ♦ N N n- N m W h v' U 4745 u > > - _ 4745 m W m ji . N A m Q X >> > ASPHALT C -TBC+0.09 w"' Z r 1 n -1 4740 S a 4740 EXISTING GROUND 6" ZH40 PVC - �- IRR ONDUIT 4735 - � �� 1� K to _ -- 4735 ? nn I as ^�INn u`Oi 4730 '0 ✓> 4730 'o a N A M i> 1 1 ! �c Ix K 71 < Z 4725 0 4725 a7� N 10m 00+ ,On rOn n �N nW n~ nn nm n'n nN m� 1D yl� p1♦ Nn ,n11 r0 �N Y m M n YI N f N '01 n .ul m aD N n N m u7 rD 01 r0 m n+ ^� ng ng ng ng ng "p11+ ,O1IY na IF a� < ra aY aY +♦ ♦� .h.d "a as aY aY aY aY d� a� e,^r am aY �� ♦� a� �v +r �+ ♦� aY a^E RECORD DRAWING 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 REVISIONS Zj�Y%iIn', 1 DRANK BY: MEE PROJECT NUMBER VERIFY PRINTS MAY I* ^ d THE LEGENDS AT BRIDGER CREEK II-PHASE II 3959-010 REDUCED. DLINE BELOW NO. DESCRIPTION DATE BY MORRISON 901 Technology Blvd. 1b CHK'D.BY: SHEET NUMBER REDUCED.ONE NC OW EII90 a Bozeman.MT 5971A MEASURES ONE WI N ON 3urve MATTH <l APPR-BY: ORIGINAL DRANANG. scronr ars w DATE' 05I2013 BOZEMAN MONTANA DRAWING NUMBER MAIERLE INC. PraDDe� Phone:10085887-0721 ? BOYLAN ROAD MODIFY SCALE ACCORD1Nc�v� Fax.(408)587-1176 �r !�C fp�V i B Q.A.REVIEW An BmPruyecowaod cnmp.ny a4 ENs STA 24+53-STA 28+50 R-1 N:13959WIDV1CAD1Shee1slReoord Dre tngsl3 R-1 dwg Paled by all a shuford on OCV30NO13 COPYaNNIT a MONNISI)N MNEKL wC.]OtJ `'�11�NA1."�`�� DATE: SEE SHEET R-1 INSTALL PEDESTRIAN RAMPS INSTALL PEDESTRIAN RAMPS SEE COB STD DWG NO 02529-8 SEE COB STD DWG NO 02529-8 (TYP. FOR BOTH SIDES OF INTERESECTION) (TYP. FOR BOTH SIDES OF INTERESECTION) 7BC`4743 TBC_474,3 STA 00+15.74 TBC=4743.28 BEGIN PHASE II CONSTRUCTIONCTION STA 72+57 TBC=4743.6 ALL THE HATCHED SIDEWALK INSTALL (2) - 64 LF WILL BE INSTALLED WITH THIS PROJECT 12" UTILITY CONDUITS (STA 12+50) TBC=4743.93��" REMOVE AND RE-INSTALL DEAD-END i STA 12+24.66 BARRICADE TO THE END OF BOYLAN BEET BEGIN TRANSITION ROAD (IF NEEDED) / N fEW TO BOYLAN STREET INSTALL STREET MARKER h STOP SIGN. 2 m o SEE COB STD DWG NO. 09810-1 AND / p DO v INSTALL MID-BLOCK PEDESTRIAN CONTRACTOR TO VERIFY ELEVATIONS NO. 09810-4 INSTALL STREET MARKER k STOP SIGN. e p u V n_ RAMP, TYP. INSTALL TYPE "B" SEE COB STD DWG NO. 09810-1 OF EXISTING STORM DRAIN INLETS - 0 (BOTH SIDES) -� ` � C.O.B. TYPICAL PAVEMENT MARKING AND NO 09810-4 '� INSTALL (3) - 64 LF FOR PEDESTRIAN CROSSING. STA 8+82.5 p N 6" UTILITY CONDUITS INSTALL 53 LF 6" SCH40 PVC ,/ N STA 5+572 C14930` L Tg INS ALL64 LF IRRIGATION CONDUIT t0 Ca 6" SCH40 PVC STA 0+44 4j SO IRRIGATION CONDUIT - / + /] A INSTALL (2) - 64 LIF I \ INSTALL (3) - 64 LF l o 17" UTILITY CONDUITS 0p v 6" UTILITY CONDUITS i x`- 4 L=377.80' K A=61'50'49" INSTALL (3) STA 0+75.00 1-- 6" UTILITYC BEGIN TRANSITION TO ----} "'" Y NORTHVIEW STREET R=150.00' o L=155.13' - t)=59'15'1 0 � •v,� o (3 TBC�'D T - X0 TBC)o i -I 7 - H( o p V c; 11x17 11x17 0 B STA 5+77.2 (21.0' RT) B' ; INSTALL LIGHT BASE _ Sq SEE DETAIL r o t ,I HIGH POINT ELEV = 474 D-1 HIGH POINT STA = 12+3 n 01 1° PVI EL = 4744.35 n MIDFIELD ST A.D. -2.46 d d STA 0+00 TO STA 13+04 K 40.58 4755 v ^ rn m 0 0 a ^ NI 4750 9 M N m �L 0 4745 1 1 _ _ a + ASPHALT L=TBC+0.O9 LL'TWA N^ J N J nn -0z r M M IG t i ^ 3 11 r•1 fn03 w N n Z w n N 4740 _- _N` v Z m N p v .- n o +IO d O Z O n a u 110 / — (2) 12" UTILITY CONDUITS N 1 4735 � _ 6" SA40 INC --' w 9°/• E (STING GROUqD IRRIGATIO CON UIT ' 1- 6" SCH40 F X I 1 TION CONDI 11 - n 4730 e CONDUITS m 4725 EXST. 18" FYM EXST. 12" R P m 3r 18" RCP - — rA � � a d 1 a � 4720 -n10n Iom�i �soi m^mn 1m 10 ro Ino nn no' 'o nnn nn 0n0 otO ,nnn no pro on0 go- ,ong n,o ofgo ^d od n^d n12d mnoc4d ^^dd w^l ed n7nd ^Ndo nNmd nmmd ^n o co n s7o m 6 ^nnn� nM n ^n n ^n n od` dNoy^ �^ nM g � o n � n o °' N "i^dd dd ad dd dd dd dd 'rd dd dd dd dd "d dd d.�- dd dd dd d„ dd dd dd dd dd dd dd dd dd da dd da dd dd da de dd dd dd d'd dd dd dd dd dd dd dd dd dd dd REC 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+D0 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 VERIFY SCALE' REVISIONS 7�I I DRAWN BY MEE TH ESE PRINTS rwY RE NO DESCRIPTION DATE BY REDUCED L1W.10. J MORRISON 901 TechnologyBNd CHKD BY. THE LEGENDS AT BRIDGER CREEK II-PHASE II MEASURES ONEINCHON EignNrers Bozeman,MT 59718 sU�n M �; APPR BY BOZEMAN MONTAP ORIGINAL DRAWING I 1'�"'S J ScfBnfiSly T W' �� JJ MAIERLE INC. P/ann,„s Phone(406)587-0721 853PE _= DATE 022013 MODIFY SCALE ACCORDINGLY( tl ftm/,f ,�f)w,r tiff,n F Fax(40s)51T7-1 ne f�CEN5E1)�Vd BOA REVIEW MIDFIELD STREET N,13959W101ACAD1SheetslRecord DrawtngsW R-2.dwg Plotted 5y all a shulord on Oct/30/2013 coPYRlcm(NORRISnNMNERLL.INc wf�llfll'1jIIRNA�.."�' DATE ALL THE HATCHED SIDEWALK INSTALL TEMP. CUL-DE-SAC - 50' RADIUS, STA 4+18.0 6 WILL BE INSTALLED WITH THIS PROJECT 3- OF 1-1/2- CRUSHED BASE COURSE BEGIN PHASE II CONSTRUCTION STOCKPILE TOPSOIL FROM ALLEY 12* OF UNCRUSHED SUB-BASECOURSE A UNCLASSIFIED EXCAVATION b_ SAW CUT AND TACK EXISTING ASPHALT �`- STA 11+65.5 INSTALL STREET MARKER & STOP SIGN. END PHASE II CONSTRUCTION SEE COB STD DWG NO. 09810-1 LOT OR I070E s4r1 / r LINT-01 f. sauoxH ��.rn -�i a.- i F. —- - -� --. -- n t.a 1. - ___Ln�—_.- ors-. —� _ _ _ '�_ - _ _ TtT_ _� _• � _ n, i- --I -1— -+ 4—{--+--+—+—+ —� +— i�-� 1�-� { +�-+ r —+�----+--r— -�-� - + I i r� �-- — ---- ---=�r----=---- ----=---a--------a—. _ =—T----=---rTT�-- -- ---- --------T-------- ------- -- — — ----- . �o —� ALLEY �— - (16' PAVEMENT - 2' GRA SHOD ) CONTRACTOR 0 ADJUST E ST MH FRAME AND ROVER TO FINISH AC C HYDRANT TO ST FINISH GDJUST RA E GRADE ELEVATIO (TYP) HORIZ: 1" = 50' STA 11+65.5 VERT: 1" = 5' END PHASE II CONSTRUCTION 1 1 x 17 HORIZ: 1" = 100' 1107 VERT: 1" = 10' ALLEY 4745 STA 4+/8 TO STA 1i+66 ASPHALT CL — ——— 4745 STA 4 18.0 EGIN PHASE 9 CONS TION :� ♦ SAW Cul AND TACK XSTING ASPHALT — u1 4740 + 4740 In m 4735 _ — _ - - _ -_- 4735 -- — - - — — EXISTING GROUND 4730 4730 4725 4725 III 4720 4120 4715 4715 4710 4710 pF, -ITT Iog 9A log VI Na f� ^♦1� 7S n9 n^Nr, I♦RA. Om + hs Oa0, 7N n2 ^ n Om Om No n^ 'tg n.r^ SIRV g +� a �A go' n 1 rnN 2 N TmN NAn nI qO a� ao.rgn na� 1f0 e Yn n ^n ^n RECORD DRAWING aM 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+DO 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 VERIFY SCALE! REVISIONS _ I h DRAYM BY: MEE PROJECT NUMBER 901 Technology Blvd. cHKT).BY. THE LEGENDS AT BRIDGER CREEK II-PHASE II SHEET NUMBER THESE PRINTSMAYBE NO DESCRIPTION DATE BY 1 ly 3959.010 TTED��LW�� rrl MORRISON E5 Leman MT 59718 MEORIGIP DR MCI(ON �i dAlcwu�auwlNO. �� s,x.�eYax � ��� BOZEMAN MONTANA 1 - JJ (406)587-1176 MAIERLE INC. °"A. °IEW Planners Phone(406)587-0721 2= MODIFY SCALE ACCOPMPKILYI 20013 DRAWING NUMBER 1 ax �4 !/ 0 Q.A REVIEW ,1ne,n�A�r�ow„�Yr�t.,n7w,r F 'r,� �EgsE a� sv SOUTH ALLEY D_'2 N.1395910101ACAD1Sheets%Record Dra ngsl5 R-3.dwg Pfotled 6y sit a.Shuford on OeU3072013 clwmxun�,uo»aisorH.welse.ac,�,x a;I NAL 13ATE i� J STA 28+10.6 6.61T INSTALL 8x6x8 HYDRANT TEE. INSTALL FHYD '!S-Y 20.5' LT INSTALL S 27 8x 3.5'LT8x8 TEE W/ 17 LF OF 6' DIP N STA 24+45 11.01T STA 27+56.6 3.7'LT HYDRANT ARROW BOLT REMOVE EXST END CAP INSTALL 8" VALVE ELEVATION: 4746,13 AND CONNECT NEW 8" W.M. TO EXST 8" W.M. STA 27+23.7 7.21T INSTALL 8" 22.5' BEND STA 28+15.6 7.41T INSTALL 8" VALVE w n STA 28+32.0 10.81T INSTALL 8" END CAP W/ TEMP 2" BLOWOFF TO SURFACE (REMOVE AFTER TESTING) YLTOG - STA 24+43.4 11.0' LT / CONTRACTOR TO TEST AGAINST V� SEE SHEET W-2-- AN EXIST VALVE SEE SPEC b� SECTION 1025 FOR DETAILS nV h HORIZ: 1" = 50' VERT: 1" = 5' 11x17 HORIZ: i" = 100' 11x17 VERT: 1" = 10' BOYLAN ROAD 4740_ ___ _ - - _ - 4 740 4735 — 4V, ASPHALT CL 4730 <i5u =4734. 0 z_ -- — -- - -- - - --.. EXISTING GROUND n O al• a 8 II m o 4725 0 o n °' 4725 h 10 J t;m 1�� ♦aX0 ~> O �. X o n° N j n m m n 4720 4 _-_ + 1O + -- - - _ - - 4720 'o +. 'G e N a +a N - - - m +� + N Nm N 2 HZ 'V z ~ N 00 X NF Fa-- N— f V• 4715 rAl _ ___ - z _ _ - _ __ _ - - - 4715 4710 4710 INSTALL 391 LF OF 8"CLSI D.I.P.AWWA CI SI TYPE"A"TRENCH BACKFILL TYPE"]"PIPE BEDDING 4705 -- — -- —---- 1 1 --- -- -- - 4705 _ no 'n nO'ps OS mm mG G! hm a� aY as a� as a� a� a,^r aY aY a� ♦� as ar a� a� a� a� a� a� as aY anE a� a+ w � RECORD DRAWING 23+00 23- 24.00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 VERIFY SCALEI REVISIONS _ A11j,d DRAWN BY, MEE PROJECT NUMBER n1ESEF" TSUAYeE NO DESCRIPTION DATE BY 901 Tecnno"Bw , CHKD BY THE LEGENDS AT BRIDGER CREEK II-PHASE Il -O SHEET REDUCED NIE WCH eCLDW MORRISONEn~NE^R5lUG E iD�wWWNG°M srx Bozeman.MT s971e T AMR By BOZEMAN MONTANA 1 JJ MAIERLE INC. DATE 02/2013 Pta/xrera Pha1e(406)587-0721 5 DRAWING NUMBER MDDKY SCALE ACCOADINGLY1 Fax(406)587.1176 �4� fr p Cis O.A.REVIEW 1„r,,,�r,,,•.u»,,Y+r..,,r. CENSE By BOYLAN ROAD WATER w_1 NA3959Wl0V1CADZheetMReoord Drawingsl6 W-1.dwg Plotted by eli a.shulord on Od/30f2013 COPYflIGNI[M"flfl150NAWEflIE INC.,101] '''�,�NAI�,.```' DATE' CONTRACTOR TO ZEST AGAINST STA 13+03.7 11.O'LT SEE SHEET W-1 AN EXIST VALVE SEE SPEC-AN 8x8z6 TEE SECTION 1025 FOR DETAILS STA 0+32 7.41T V \ REMOVE EXST ENO CAP STA 12+70.2 1 INSTALL 8" VALVE AND CONNECT NEW 8" W.M. MIDFIELD STREET - WATER SERVICES TO EXST 8" W.M. STATION OFFSET DIRECTION LENGTH STA 0+37 6.91T e 1+19.6 13.3' LT L 25' INSTALL Sx6x8 HYDRANT TEE, - .. INSTALL FHYD AS" 20.511 2+24.3 8.9' LT R 47' 16M STPJE'T W/ 14 LF OF 6" DIP 2+44.9 8.8' LT L 29' MOR7' m y 2+99.4 BY LT R 47' �� HYDRANT ARROW BOLT HYDRANT ARROW BOLT � 3+09.9 9.3' LT L 29' �s'N - ELEVATIONS 4732.8 ELEVATION: 4744.29 oo 3+61.9 9.6' LT R 3+74.9 9.7' LT L 29' _ STA 1+69.6 2.5'LT 4+24.4 10.0' LT R 48' INSTALL 8" 45' BEND u 4+39.9 10.1' LT L 28' _- STA 5+77.8 11.21T STA 10+27.1 12.01T 4+99.3 10.5, LT R 49' INSTALL 8x6x8 HYDRANT TEE, INSTALL 8" VALVE INSTALL FHYD ASS'Y 24.1'LT 5+11.0 10.5' LT L 50.28' W/ 13 LF OF 6" DIP HYDRANT ARROW BOLT STA 9+93.4 11.1'LT 6+11.0 12.2' LT R 50' ` ELEVATION: 4741.25 I ` INSTALLS" 11.25' BEND 6+13.4 12.3' LT L 26' ',•��'\ 6+84.1 12.2' LT R 50' k STA 8+76.9 5.8'LT STA 0+58.0 4.4'LT \ INSTALL 8" 22.5' BEND (((ttt� 6+93.4 11.2' LT L 27' INSTALL 8" 22.5' BE (/ 7+39.9 8.0' LT R 47' _ 0 7+95.0 13.4' LT L 25' --'� e w - - , 8+21.3 13.0' LT R 51' - - --_ l STA 10+32.1 1 HYDRANT INSTALL 8z6x8 HYDRANT TEE, p - s� - INSTALL FHYD ASS'Y 20.5' LT 8+95.6 9.2' LT L 29' j - - ---- - - W 9 LF OF 6" DIP AS 12.8' LT R 51' i ---f„ a STA 7+28.1 5.8'LT _ _ / INSTALL 8" 22.5' BEND 9+83.1 12.1' LT L 26' - 1r I O - - �_- ew - - 10+46.7 12.0' LT R 50' 10+67.1 11.9, LT L 26' 1 - - 11+27.1 11.7' LT R 50' Ma( L ------ - E w - I �F�[, _ HORIZ: 1" = 50' 11+38.3 11.6' LT L 27' / ELD - - - - l35' Ta, _STREET '�- VERT: 1" = 5' 12+22.0 11.3' LT L 2T 78C) 11x17 HORIZ: 1" = 100' 1 1 x 17 VERT: 1" = 10' STA 5+72.8 11.01T INSTALL 8" VALVE MIDFIELD ST. ASP L 4745 - - -_ 4745 4740 - i 4740 x Y _ o � U 4735 r q Jcc 1 J O 4730 4730 r> F n `+'i a X 10 In ^ Q N 4725 - N + ~ ' < N !A 4725 + m tY H N Z W Vl Z WIn 472D r jT m T io 4720 X 10 N r H do 410 ";i n A J +Gp _Z 4715 ~" +W w 4715 m� ? i INSTALL1,2_S2LFOF8"CLSID.I.P.AWWAC151 F w - TYPE A"MENCHBACKFILL TYPE"]"PIPE BEDDING 4710_ 1 11 1 1 I 1 I 4710 it IP8 qV n off{ NI tt v1n On IDI nl cy'o rnn ♦� CR2 Din rnfO mV nN�c�,�j a ♦^ na ns^ n" n^ �r^3 �"^i �1i nn� n,� �h^ n1n �'1 n" 44ln q�r^a DMg 4g4 qag^ g 7gg .�g 9v� n�^9 ira a,o�. <7 �nm ^ madnw ng " h a^ ann a a 4-0 . - en . - RECORD DRAWING W _ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 44 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10- 11+00 11+50 12+00 12+50 VERIFY SCALE( REVISIONS U THESEMINTSM\YeE NO. DESCRIPTION DATE BY -, il' DRAWN BY. MEE PROJECT NUMBER OEDUCED LINE MEASURES 3959010 �, J 9oTxnwlo9yelw _ cHICD BY THE LEGENDS AT BRIDGER CREEK II-PHASE 11 SHEET NUMBER MT 59718 OR DMVMOG MORRISON s,Y.,- uA s APPR BY BOZEMAN MONTANA x� MAIERLE INC. Slants 53PE 4r% DATE: 022013 DRAWING NUMBER Ptennera Phone.(408)587-0721 ' 2; Q.A. EVIEW MODIFY SCALE ACCORDINGLY( a"F P,.rK-u",l dc:,m7.wry Fm(406)587-1176 '�,, ��cENs1-°`a�?_- eY. MIDFIELD STREET WATER W_2 N:13 9 5 910 1 01ACAD%Sheels\ReoDN Ordwnps\7 W-2.dwg Plohed hY ells shuhxd w Oct/30I2013 c�rRxxrr�,L1ozRM.DN�LNLRLF 1NC m.� 1„NAI�,.� DATE: �O STA iNEW4 SSMH 1R8 �.y MIDFIELD STREET - SEWER SERVICES MIDFIELD STREET (CON'T) - SEWER SERVICES � STATION OFFSET DIRECTION LENGTH STATION OFFSET DIRECTION LENGTH \ �� 1+79.1 6.3' RT L 47' 6+64.2 2.2' LT L 37' 2+02.0 2.8' RT R 36' 7+28.1 5.5' RT R 33' - \ - 2+27.4 2.3' RT L 41' 7+67.1 0.7' LT L 38' - �.� STA 12+94.0 40,4'RT 2+76.9 1.97' RT R 37' NEW SSMH 19 7+94.5 2.4' LT R 41' y 2+92.4 1.87' RT L 41' 8+53.1 1.2' RT L 41' \\ t26' 3+51.9 1.48' RT R 37' 9+45.5 2.5' LT R 41' 120•�� 3+57.4 1.44' RT L 41' 9+54.5 2.5' LT L 36' INSTALL 5 LF OF B" PVC 4+01.9 1.1' RT R 3g' 10+22.6 1.0' LT R W. - INV=O4734.31 END CAP 4+22.4 1.0' RT L w. 10+47.0 0.9' LT L 38' 4+76.9 0.7' RT R 38' 11+00.8 0.7' LT R 40' X 4+87.4 0.6' RT L 40' 11+17.0 0.6' LT L 38' 5+91.0 0.6' LT R 39, - II_II 5+93.3 0.6' LT L 38' 11+89.5 0.3' LT L 39' 2.3' LT R 41' \ 0� Ili � it iil' i llll i MIDFIELD STREET i\ STA 1+57.3 0.0'RT i 1,11T 4t - T � STA 1+73.7 7.8' Ri 35 TBC BC�_ I NEW SSMH 13 i I I I 44 c> 111T 45 / i STA 8+76.9 5.5'RT' STA 93.2 OA'RT 1'g" NEW SSMH 16 �\ NEW S5M,,17 f 1 I ` LUI 119 ]6�7 5G.11. STA 0+09.5 0. 'RT x, a ass - _1se " = 50' CONNECT TO EXISTING MH �:��;�li _ - - HORIZ: 1 ADJUST MH TO MATC FIG 11111,i - VERT: 1 5' " = ! ; STA 5+72.2 0.0' - -NEW SSMH 4 1 1 x 17 HORIZ: 1" = 100' _ - - 11x17 VERT: 1" = 10' STA 7 28.1 5.5'RT ' IUT65 NEW MH 15( nsa yll L11TFo v,E s4't L07(,7 85;1�r1 OPEN SPACE 9 MIDFIELD ST _ 4755 PE"A" BENCH ACKFIL !2 1 4755 TYPE"!"PIPE Bb DDING - - - - - f«;m Iz NO O ar T f ba ci afn a •in ON ^ K a n n 4750 m 1n '^ a ^ iO j 4750 of w Cl j N Z J Z O V)Y K=Z w 0 Y 3 j 4745 n^^ _ >�"� a�w z N 4745 ^Mri m n ��wo? a: �j Vlagzz Mnn ¢ am ^fry' ¢z - _ N oc of �A"M o ^N naN &z2o - S i rz de allc 4740 o=? �:n N w D -n l�^ Y _'. 4740 »> Nu -Z ��0- - FlNISHED e. j j j j N GRADE z z 0 arc?i 4735 _ _ _ _ 4735 (STING GRO D 45.9 LF OF EXISTING GROUND + g•2 y 0.60 g" PV O 0,50% 4730ILJ 112.8 LF F 1730 - - - - --- ----- - Ft" pk- 152.6 F OF B. 1. O .60% END C P O t.00 `NI 8" PVC 0.60% 7 143.8 LF S 1 73. STA 1 94 4725 B" Pvc o 0 50% O 1. 0% S ALL 153 LF COF 4725 8" R PV ASTM 034 STA 9.5 TO ST 1 1+57.3 A' THE CH BAC ILL DVS7 L 148 OF E[I"PH E BEDD G 4720 8"SDR 3 PVC AS D3034 F 4720 fn 'nn On mrn n0 Nm mn f„m1 aq m°^' rnN mn nN v?i 1:e 4m 4rn n'^ �n nr f� mm eN mr1 In,1oa ^m -m 7m 0''' ^n fa "1 '4m ^m O1n aDr�i -•a n� -m nN N� N� mo -o nm 0 nn hn nn n"r�in �n ^n ^n ^n ^ IN n ^'^� '^'� �� �� ^� ^� ^'r--' �"^' �n �"^' "I^'"^'CIS ^"^7 �n �'^' �"^' �'^" '^'^ f^ ng nn ^� na n^° nn ^^ nn ^n nn ^n �^ ^n �^ n^ n^ ^V nn fa fa f f fa f f fa fa fa f f fv fa f° fa fa f f f f fa f f fa f f as fa fa fa f f of of f f fa f f f f f f f f f f f f fa fa fa fa fa f f ff RECORD DRAWING 0+00 0+50 1+GO 1+50 1+50 2+00 2+so 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+DO 10- 3 11+00 11+50 12+DO 12+50 VERIFY SCALE! REVISIONS TA0 DRANM BY. MEE PROJECT NUMBER TI+ESE PRINTS xwr BE NO. DESCRIPTION DATE BY _ �y REoucEo LINE BELOW MORRISOIv sot Taal"owar Blw `. , GHK'D.BY- THE LEGENDS AT BRIDGER CREEK II-PHASE II SHEET NUMBER MEASURES ONE INCH ON lv EfgiI Bozeman.MT 59718 oRIc,RAI a,,,,,y,,,c, � sue,.,... APPR-BY' BOZEMAN MONTANA 1 sc e,m"s I r DATE. 0202013 MAIERLE INC. P`A'"w' Phone(406)5874721 3PE 2_ DRAWING NUMBER Fax 1408)587-1176 (, p (j- OA REVIEW MODIFY SC E ACcof DNAGIL 4 w"Frac>wa�c-r.ay �EasE a> By MIDFIELD STREET SEWER c_1 N.U95910101ACAD%Stweft%Rsco,d Dra mp 8 6-1.cwy Pbftd q eu a anuwna on Ocv3a2013 ,.,,,,,,,,�," ,,,,,,g,�E„� pn��`,ONA�,,.- DAB v I� 740 Bpp�q�Rp9p 474 LOT 52 —Mi EAR-SPIRIT-STRE'L'' } tot Fc�?kS iA.`k - 14 pIC1S � — OT51 4 54n G-4743.4 T 50 S4iL -4742.5 vol' LOT 71 F7-47 .2 PEN SPACE 10 49 1.75 ACRES so Spit FXST RETENTION POND A: - - FG=a742.2 VOLUME=35,500 CFT / BTM ELEV=4726.50 BTM AREA=15,692 SO FT. LOT TOP AREA=31,800 SO FT. 48 i F774496 TL 46 S 4:1 SIDE SLOPES MIN. 5��FL .1741.E i / T 47 i =' eeLOTp3*4FL735 iLOT 40 7eLaOaT5�41 LOT 42 LOT 43 LOT 44 F�' LOT 64 Fc=4736.2 fC�4737.2 TL 7eoo sq,tt 7eao SSpp FL 78M S4.D. LOT45 842 S / 7657 FG-4737.9 FG-4738.2 FG=4738.8 819E 54.f1 B&2 Sa.Ft FG=47 6.6 FC=4739.6 FG-47 .3 IM am eUEET ,- EXISTING TOPSOIL PILES 10�swtt CONTRACTOR TO RE-DISTRIBUTE 7L-OSq LOT61 LOT62 LOT63 LOT64 ew SqFL Fr-4745.2 4 EXISTING TOPSOIL IN OPEN SPACE 10 j V / FC-4736.9 FG° a FG-4 38.s FG-739 t74D7 70�SyA 7�SpR, FG-4744 FG=47422 FC=4743.2 n OR ON ANY PHASE II LOTS NEEDING a a a FILL AS DIRECTED BY THE ENGINEER. — --- 4 l l x l 7: 1" = 100' w FINISHED FLOOR ELEVATIONS = FINISHED GRADE ELEVATIONS + 0.75' RECORD DRAWING VERIFY SCALEI REVISIONS �nYq ' r DRAWN BY MEE PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 901 Tmhno4ogy Blvd ' , CHICD-BY'_ THE LEGENDS AT BRIDGER CREEK II-PHASE II 3959010 REDUCED LNE BELOW E 7} ,/r, SHEET NUMBER MEASURES ONE INCH ON MORRISON S BOzeman,MT 59718 r5 APPR BY BOZEMAN MONTANA 1 ORIGINAL DRAWING. T w: — Screnrrals W� DATE- 022013 DRAWING NUMBER II Planners Phone(406)587-0721 3PE 2s MAIERLE,INC. 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RESTS W SLOT BOLT TOGETHER UNIT AND FLUSH COMMON FRAME. RISERS `� Ifs• ••� k6 CU. GRD. OPENING 2:1 MAX 3.00% 3.00X 2:1 MAX _ - 2:1 MAX - � SIZE & PATTERN AS I' h - RECOMMENDED BY 'I 0003.12 POLE MANUFACTURER L 3/4"0 X 10'L CU. • TOP BACK OF CURB h' s ;,� CLAD GROUND ROD 24" X 31" CONCRETE BASE 3" ASPHALT PAVEMENT OPENING 6" Ot 1j` MINUS CRUSHED \ GRAVEL BASECOURSE WS X 19 I-B A4 NO. 3 HOOPS . 15" UNCRUSHE U 00 o 18'X28.5' 0000. 1 O.C. MIN r.- NO. 4 VERTICAL SUB-RASE COURSE T RCPA OUT, n INVERT OUT ( 3�TYPICAL ALLEY SECTION FOR 301 ROW ynBAR 60 S SPACED AT SCALE: 1"=4.0' COMPACTED SUBGRADE T STRUCTURE DRAWN TO MINIMUM HEIGHT i CONTRACTOR 4'-0" X 7'-0` BASE SLAB TO GROUT 6 LIGHT BASE DETAIL NOT TO SCALE AC DOUBLE CURB STORM DRAIN INLET SCALE: 1"=2.0' RECORD DRAWING REVISIONS �b�1j'Ak.I DRAWN BY MEE PROJECT N NUMBER VERIFY SCALE- THE LEGENDS AT BRIDGER CREEK II-PHASE II -ESE PitINTS My%LO NO DESCRIPTION GATE BY - REPUCEA ,NIE�E.� MORRISON �°'Technology�,° �',,, CHK'D By MEASVRES ONE INNCN ON rs—y"rs e°zeman.MT 59718 , SHEET NUMBER -R'G,' DRN""""O � s°"°' TR w� APPR BY BOZEMAN MONTANA 1 MAIERLE INC. DATE�2/2U,3 Planners Phme.(406)587-0721 3PE _= DRAWING NUMBER 7 FaX 4p6 587-1176 ''., Ar O.A REVIEW MOD�FV SCnIE ALCORpIK91Y� �.' ( 1 ' ccxsEo BY PROJECT DETAILS D-1 N 139591010,ACADLSheelslR mrd Dr gs110 D-1 dwg Plotted by eh a shuf°r0 m OcV3012013 ODovIbGn1 cM°RmsowwucRr[.r c.m+1 HuNA�.., DATE 1