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Valley West Subdivision Phases 3B, 3C, 3D Amended Plats Infrastructure Improvements
CONSTRUCTION DRAWINGS FOR INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMENDED PLATS OF VALLEY WEST SUBDIVISION PHASE 3B , 3C , and 3D BOZEMAN , MIT JUNE2014 HAW& PREPARED BY: - _ � .•xA1WELL cGNRw • J Ti♦ ply o71,T Engm rs 110 _ V q�{'}�lA�Ja�L' 11V■ s'Y PROJECT GREAT F t c LE T 6LE E I M.A1 f't RL R. INC. . F'7Bnr19r9 � i■ L i J..Il1JIA-I # V LOCATION MI.S�'� .A,F- pj,n, d—d C omp-y KELEM _ 2$80 ToChnoI DEER ogy afvd,west,Bn2Bm8n,MT 59716 - Lc o€ • Phone:(06)587-0721 Fax:(406)922.6702 - - W L , A MLFB CRY C RnHT0 MORRMONaNFFLE,N-W14 * . j aurr;s _ T+ g YEwv1 • • _1 N- L T I 161 J PILL CR:E:V:S1 0N:1- =2, iJ PROJECT LOCATION RE O RD D RAWI N G 09/2512014 LOCATION MAP VICINITY MAP NO SCALE NO SCALE I MORRISON _J1 MERLE,inc. QUALITY ASSURANCE IL'i gpyy�� St�, nppat8 APPROVED BY: _ z l�¢ CLIENT: VALLEY WEST HOLDINGS, LLC. NCY R.3Mub KEVIN D. JACOBSEN, P.E. THOMAS BROWN Duv'�Hptlp OH—MTnpM a mla Q This document was prepared by Project Manager 1800 Second Street, Suite 806 ' ^ a- Morrison-Maierle, Inc.and may contain confidential or privileged information. Sarasota, FL 34236 5i66.ACE Morrison-Maierle, Inc. retains all fhn}a RA.*W R.�Hinds common law,statutory, and reserved rights including the copyright thereto. Unauthorized use of this document is SET NO. strictly prohibited and may be unlawful. MMI PROJECT NO.5156.006 R'515B�m8ACA[YSHEEYSAi eUxTS(,O'4€R-AS RUILT.ON''-i kOTTEDevc6ORERKRALmEONf6Y Ml- DATUM = CITY OF BOZMAN SHEET INDEX BENCHMARK: 4785.1730 SH,-ET DESCRIPTION CONTROL POINT Y1 - AC. NORTHING: -258.8739' COVER SHEET EASTING: 2$4785.1' G-1 SHEET INDEX AND SURVEY CONTROL ELEvanaa: {785.1730' CONTROL POINT r2 - YPC. G 22 STANDARD ABBREVIATIONS, LEGEND, AND NOTES NORTHING: -214.1430' G-3 SYMBOLS LEGEND FASTING: 352.5070' - --- - - ELEVATON: 4785.5OW G-1 UTILITY PLAN - SOUTH HALF CONTROL POINT Y3 - AC. NORTHING: 1993.0610' C-2 UTILITY PLAN - NORTH HALF EASTING: 394.8960' C-3 GRADING PLAN - SOUTH HALF ELEVATION: 4758.1960' C-{ GRADING PLAN - NORTH HALF CONTROL POINT 64 - ENO ALIGNMENT NORTHING: 2445.9710" C-5 EROSION AND SEDIMENT CONTROL PLAN SWPPP EASTING: 343.5797` NGTE: CONTROL POINTS ESTABLISHED BY CPS D-1 DETAILS LOCAL COORDINATE SYSTEM USING GROUND FEET. USE THE BENCH MARK ABOVE TO ESTABLISH ELEVATION FOR CONSTRUCTION. i I SHEETS SHEETS _ C-1 &C-3 C-2&Cam# BEGIN ALIGNMENT: SEE C0NTR0L PGINTX0l $ #1 - -- � LF8 8 8 g END ALIGNMENT SEE CONTROL I T� $ �-I-' —-�� -4 POINT N4 -�I-� COTTONWOOD ROAD r �—+-+� { +-�-I- #3 a #4#2 - - I T f FJT E DT I DT I 19T T I DT 9 L T 1 D OT2 T T T 114 2 T T Ln I 4 51 ;4 7i0 eq. 7g 4 9 9 9 9 eq T4 sQ ALLEY p U . 1. W F 0 STAFFQRD AVENUE — - � _ _ _ `" va rh p� E~ U S� S v Stiff CA Sti�� ¢ '� �p , c a I I RECORD D RAW I N G HORIZ.SCALE 100 So 0 100 2DO IN FEET vEwFv s[ALEI REVISIONS , DRAWN 6Y;Da PROJECT NUMBER $� INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF THESE PRINTS NAY6E NO. DESCAMM)N DATE BY r '+,� D86N.BY:KW l 5156.005 MEASURE.OM MOW MISCELLANEOUS 07'A 2✓2014 K0.1 I f►JI` ,�`� enywwr� °T°c""°°°gpr e''"'-"l'e!a I '. VALLEY WEST SUBDIVISION PHASE 36,3C,and 3D SHEET NUMBER MEASUMES ONE INCH ON - M V 1J --APPR.BY:KOJ s,,,.� BOS@TBM,MT 59716 scimads N w, BOZEMAN MONTANA a ffit101NN OMIIWIN6. A T�j �T rj INC. Phme:(406)567-0721 CIF DATE:OBF2t114 DRAMflNG.NUMBER AIE 1 ill I 1. Fax.(4 6)922$702 I f O.C.REVIEW r r�sr�€tacEaaa Lr. A F pl,,) -O-�dCo p&y l 11s1 R �aU' BY Rs SHEET INDEX AND SURVEY CONTROL G-1 N-'6t%6tl6*CAD"ETS'AS BULTS161a18�4LT,01Yt7 PLOTTED@YMOPER KRAUSE ON sep.'16'w14 , NAL�,a- DATE:06M14 CaFMtlM 4 YOMR60M#44iE1RC,NL.,Mt4 'llllt\itit ABBREVIATIONS GENERAL NOTES AB ANCHOR BOLT EXT EXTENSION,EXTERIOR PC POINT OF CURVE 1. All construction work on this project shall be completed in accordance with the Montano Public Works Standard AEON ABANDON F FLANGE PCP PLANT CONTROL PANEL Specifications, (latest) Edition. and City of Bozeman Modifications to Montano Public Works Standard ABV ABOVE FAB FABRICATE PE PLAIN END Specifications. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FB FLAT BAR,FACE BRICK PEN PENETRATION ADDL ADDITIONAL PC FLEXIBLE COUPLING PERP PERPENDICULAR 2. The Controctor shall restore oil roadway surfaces to equal or better condition than existed prior to excavation, ADJ ADJACENT, ADJUST FCA FLANGE COUPLING ADAPTER PH PIPE HANGER as determined by Dwner and the Engineer. ADP TR ADAPTER FD FLOOR DRAIN Pi PRESSURE JOINT POINT OF INTERSECTION 3. The location, depth and size of existing utilities Shown on these plans Is approximate. The Contractor sholl field AFF ABOVE FINISHED FLOOR FDN FOUNDATION PJF PREMgLOED.DOINT FILLER EXISTING FEATURES ver ify rify the existence, location, depth, size, dine and grade of existing utilities connections prior to construction. AHR ANCHOR FES FLARED END SECTION Pl. PLATE,PROPERTY LINE The Contractor Shok be solely responsible for any damage to the existing facilities due to failure to locate or ALUM ALUMINUM FET FLARED END TERMINAL PLYWD PLYWOOD STORM MANHOLE provide proper protection when location is known. ALT ALTERNATE F, EXT FIRE EXTINGUISHER PUP PLANT MONITORING PANEL SANITARY MANHOLE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FF FINISHED FLOOR PNL PANEL 4. A list of representatives to contact for information regarding facilities is as follows: APPROX APPROXIMATE FG FINISH GRADE PRCST PRECAST 4 SION APVD APPROVED FHYD FIRE HYDRANT PREFAB PREFABRICATED EXISTING CENTER UNE S. Montana One Call System Dispatcher T-800-424-5555 ARCH ARCHITECTURE, ARCHITECTURAL FL FLOOR,FLOW PRELIM PRELIMINARY — -r — EDGE OF ASPHALT PAVEMENT 6. The contractor shall ad �st all valve boxes„ curb boxes, and manholes to final grade upon completion of all ASPH ASPHALT FLEX FL PREP PREPARE,PREPARATION FF CURB construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any Subcontractor AVG AVERAGE FLG FLANGE NGE PROP PROPERTY LOWLINE O CU shall be repaired at the expense of the contractor. This work shall he incidental to the project, separate o AT FILL FLOW LINE PRY PRESSURE REDUCING VALVE TOP BACK OF CURB CIEC) payment will not be mode. BD BOARD FIN. FINISH PS PRESSURE SWITCH, PIPE SUPPORT WATER UNE BFVLV BUTTERFLY VALVE FLR FLOOR PT POINT,PANT OF TANGENCY iFIE 7, All backfill for utility trenches shall be Type "A", utilizing Type I bedding unless directed otherwise by Engineer. BETW BETWEEN FOC FACE OF CONCRETE PVC POLYVINYL CHLORIDE SEWER Specified bedding shall be from 4" beneath the pipe to 6"above the top of pipe(see MPWSS STD 02221-1). OF BOTTOM FACE FRP FIBERGLASS REINFORCED PLASTIC PVMT PAVEMENT EPOSTING CULVERT BLDG BUILDING FSTL FABRICATED STEEL RAD RADIUS STDEwALK/CGNCRETE 8. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall ELK BLOCK FT FOOT, FEET RC REINFORCED CONCRETE be watered to control dust when Ordered by the Engineer. Erasion shall be controlled in accordance with the BLW BELOW FTC FOOTING, FITTING RCP REINFORCED-CONCRETE PIPE NATURAL GAS ONE MPDES Permit. BM BEAM, BENCHMARK F TO F FACE TO FACE RD ROAD,ROOF DRAIN EXISTING BARBED w1RE FENCE g. All disturbed areas shall be seeded by the contractor in accordance with MPDES Permit. BOT BOTTOM GA GAGE. GAUGE RDCR REDUCER EAVNG FENCE ORO BEARING GAL GALLON R€BAR REINFORCEMENT BAR OVERHEAD POWER LINE 10. Access for other contractors working on the site and emergency vehicles shall be preserved at all limes. BRKT $RACKET GALV GALVANIZED REF REFERENCE CHAN CHANNEL GALVS GALVANIZED STEEL REINF REINFORCE ---r+ -- E%ISTWG 4'SEWER FORCE MAIN 1T. The contractor shall notify One Call ®1-800-424-5555 for onsite utility location. All existing utilities shall be CHK CHECK ONO GROUND RELOC RELOCATE, RELOCATION EpSTiNG 6"StwER FORCE MAIN marked before digging. CI CAST IRON GRTO CRATING READ REQUIRED CIM.1 CAST-IRON PIPE MECHANICAL JOINT GSKT GASKET RST REINFORCING STEEL ---.ra--- EXISTING 1o'SEWER MAW 12. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor sholl RC re CIP CAST-IRON PIPE FLANGED JOINT GSP GALVANIZED STEEL PIPE RT RIGHT -'--tl� -- EXISTING 1z"E Immediately MAIN Y repair the damage g at the contractor's expense. CIPC CAST-IN-PLACE CONCRETE GVL. GRAVEL R/W RIGHT-OF-WAY 13. The Contractor shall notify the Water Deportment a minimum of 24 hours prior to beginning any work. CIRC CIRCULAR. OWE GYPSUM WALLBOARD SAN SANITARY - Cd CONSTRUCTION JOINT, CONTROL JOINT HAS HEADED ANCHOR STUD SCHED SCHEDULE 14. Any existing or new valves which control the COB.s water supply shall be operated by COB personnel only. CL CENTER UNE HIS HOSE BIB SDWK SIDEWALK CLOT CEMENT LINED DUCTILE IRON H❑ HUB DRAIN SECT SECTION PROPOSED FEATURES 15. Water service pipe material per City of Bozeman Standards- All water services shall be installed with a minimum CLC CEILING HOW HARDWARE SHT SHEET cover of 6.5 feet with respect to finished grade. Insulation shall be installed in areas where 6,5 feet cannot be CLR CLEAR, CLEARANCE HOP HEADER 51M SIMILAR EDGE OF ASPHALT PAVEMENT achieved due to Culvert/storm sewer piping. CUP CORRUGATED METAL PIPE HK HOOK SLIP SLOPE ACCESS ROAD GRAVEL SECTION CMU CONCRETE MASONRY UNITS HM HOLLOW METAL SP SPACE,SPACED TOP.BACK Of CURB(TOC) 16. Contractor is responsible for obtaining MPPES permit (Stormwaler) prior to constriction. Engineer to provided CO CLEANOUT HORIZ HORIZONTAL SPEC SPECIFICATION submittal packoge to contractor. Contractor is responsible for submittal, payment and administration of the t SANITARY MANHOLE permit. See sheet C-5, COB CITY OF BOZEMAN HP HORSEPOWER SPG SPACING COL COLUMN HIP HOSE RACK, HOUR SPRT SUPPORT SEWER UNE 17. All constructions related traffic shall be rooded to and from the site via Cottonwood Road. Direct access to the COMB COMBINATION HT HEIGHT„HEAT TRACE SO SQUARE - STORM DRAIN UNE/CULVERT site shall be off of Cascade Street and Waters Street, CONC CONCRETE OR CONCENTRIC NY HOSE VALVE SQ FT SQUARE FOOT CONN CONNECT, CONNECTION HYAC HEATING, VENTILATING, AND AIR CONDITIONING SO IN SQUARE INCH 18. Traffic control. If necessary, to be provided by the contractor and submitted to the City of Bozemon for review CCNISTR CONSTRUCTION HWY HIGHWAY SST STAINLESS STEEL and approval prior to construction. CONT CONTINUE, CONTINUED, CONTINUOUS HYD HYDRANT STA STATION "ate. CENTR CONTRACTOR ID INSIDE DIAMETER SS SANITARY SEWER COORD COORDINATE dE INVERT ELEVATION STD STANDARD 1, FOR ABBREVIATIONS NOT LISTED, SEE 'ABBREVIATIONS FOR CORR CORRUGATED IF INSIDE FACE STIF STIFFENER USE ON DRAWANGS AND TEXT",PUBLISHED BY THE CP CONTROL PANEL IN. INCH STL STEEL AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) CPLG COUPLING INFL INFLUENT STRUCT STRUCTURE OR CONTACT THE ENGINEER. C TO C CENTER TO CENTER IINSTIL INSTALL, INSTALLATION SYM SYMMETRICAL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT CTR CENTER INSTR INSTRUMENT Tons TOP AND BOTTOM ALL ABEIREMATIONS ARE'USED ON THE PLANS. CTSK COUNTERSINK INSUL INSULATE TB THRUST BLOCK 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WOW[ DIVISIONS CU CUBIC INT INTERIOR LEC TOP BACK OF CURS CU FT CUBIC FEET JB JUNCTION BOX IF TOP PACE (INSTRUMENTATION AND CONTROL,ELECTRICAL.ETC.) ARE CU IN CUBIC INCH JST JOIST TEMP TEMPORARY, TEMPERATURE SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. CULV CULVERT JT JOINT THK THICK 4. •SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. CU YD CUBIC YARD L ANGLE THRU THROUGH 5, IN GENERAL,EMSTING STRUCTURES AND FACILITIES ARE D DRAIN LOS POUNDS T.Q. TOP OF NOTED AS"EXISTING"AND ARE SHOWN IN LIGHT LINE d PENNY(NAIL SIZE) LF LINEAR FEET T.P, OUTSIDE TOP OF PIPE WEIGHTS. OR AS SCREENED BACKGROUND. NEW STRUCT- DEA DEFORMED BAR ANCHOR LN T. LINTEL TOC TOP OF CONCRETE. TOP OF CURB ORES ARE SHOWN IN HEAVY LINE WEIGHTS, DEL DOUBLE LONG LONGITUDINAL TST TOP OF STEEL DET DETAIL LP LOCAL PANEL TW TOP OF WALL D1 DUCTILE IRON,DRAIN INLET LR LONG RADIUS TYP TYPICAL DIA DIAMETER LT LEFT UEC UNIFORM BUILDING CODE DIAL DIAGONAL LVL LEVEL UG UNDERGROUND DIM DIMENSION LVR LOUVER ULT ULTIMATE DIMJ DUCTILE-IRON MECHANICAL JOINT MAIL MATERIAL UT1L UTILITY DIR DIRECTION MAX MAXIMUM Y VALVE, VOLT ON DOWN MB MACHINE BOLT VB VALVE BOX OR DOOR MCC MOTOR CONTROL CENTER VERT VERTICAL DWG DRAWING MCP MOTOR CONTROL PANEL VOL VOLUME EA EACH MECH MECHANICAL VRFY VERIFY EF EACH FACE, EXHAUST FAN MPD MANUFACTURED VTR VENT THROUGH ROOF EL, ELEV ELEVATION MFR MANUFACTURE, MANUFACTURER W 1WOTH ELB ELBOW MH MANHOLEWD WITH RECORD R DRAWING ELEC ELECTRIC, ELECTRICAL MIN MINIMUMMW/ 'WITH ENCL ENCLOSE MISC MISCELLANEOUS W/q TWTHOUT ENGR ENGINEER MJ MECHANICAL JOINT WL WATERLINE EP EDGE OF PAVEMENT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WM WIRE MESH, WATER MAIN EOL EQUAL, EQUALLY NIC NOT IN CONTRACT WS WATERSTOP, WATER SURFACE EOL Sp EQUALLY SPACED NO NUMBER WSTL WELDED STEEL, WROUGHT STEEL EQUIP EQUIPMENT NOM NOMINAL WT WEIGHT EQUIV EQUIVALENT NITS NOT TO SCALE WTR WATER EW EACH WAY OC ON CENTER WV WATER VALVE EXC EXCAVATE OD OUTSIDE DIAMETER WWF WELDED MARE FABRIC EXH EXHAUST OF OUTSIDE FACE WWM WELDED WIRE MESH EXP EXPANSION OHP OVERHEAD POWER XFMR TRANSFORMER EXP JT EXPANSION JONI OPNO OPENING YO YARD BTV BURIED TV NO BURIED NATURAL GAS DRAWN BY:0.5 - PROJECT NUMBER � NO. DESCRIPTION' DATE BY -4dl y INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF /� _ OSGM.BY;KDJ VALLEY WEST SUBDIVISION PHASE 3B,3C,and 3❑ SHEET NUMBER THESE PRINTS.MAY BE - 1 , HEPIUEa.ORESELOW � Y ;MISCELLANEOUS 7M2W14 KDJ' E„y�r rg 288El Technmogy Blvd-We6t '•� MEASURES O MX)IaN � � � S.urvtiyb�S Bazemen,MT 5g7TB APPR.BY KIJJ BOZEMAN MONTANA a NAL oRAsnNc.. Scieadats fl. DATE O6r2O14 INC. Piennerx Phone:(406)587-0721 P149, E _ __ DRAWING NUMBER J_JNIATERLE,I Fax:(aO6]sz2 b7rQ a_ G.C.REVIEW STANDARD ABBREVIATIONS,GENERAL NOTES, r/_y MOExFY SCALE ACCORDINGLY] Aw)Li PJ,,"^r.t)a VC[vnpwny I' PST N `tor= BY:Rs.. LEGEND G-2 N'S15TofbNCAGSHEETSA5 e11115,0.2AS SuIT_Dwa PLOTTED BY.ODOPER KRAUSE ONSrn'MW14 f 114eyt Al Aµ. DATE:a6r2014 covxrnlHT�ATOWeS[MWEriE,TIC MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS PLUMBING FIXTURE INDENTIFICATION BflIJNDARY ANDIOR PROPERTY LINE GENERAL PIPING N9TES DOUBLE SINGLE LINE —co-- GATE EXISTING PIPE(SCREENED) OF DRINKNG FOUNTAIN 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION *— KNIFE GATE FEW EMERGENCY EYE WASH i�- CONCRETEx—>< FENCE LINE POINTS.MINIMUM COVER SHALL BE IV-'UNLESS OTHERWISE SHOWN. NEW PIPE �tl� BUTTERFLY KSK O SINK EXISTING PIPE TO BE ABANDONED LAVATORY LAV LAVATORY —..�——--- EASEMENT LINE 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO EXISTING PIPE 7D BE REMOVED GLOBE °SH SHOWER ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. u y V d BAIL SK SINK CMU SECTION � SECTION LINE OR MC LINE TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN WELDED JOINT SSH SAFETY SHOWER SSK SERVICE SINK FOR ADJACENT STRAIGHT RUN OF PIPE. _ VEEP —� GROOVED END JOINT-FLEXIBLE WC WATER CLOSET EXAMPLE: CENTERLINE I C) SEAT PORT WH WATER HEATER $.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS MASONRY VENEER SHOWN IS ONLY APPROXIMATE,NOT ALL REQUIRED PIPE HANGERS '- �� GROOVED END JOINT-RK31D ECCENTRIC PLUG WIREQUREQ WS WASH STATION ST BURIED TELEPHONE AND SUPPORTS ARE SHOWN.FINAL SUPPORT REWIRE MENTS SWILL SEAT LOCATION UR URINAL FIXTURE LEGEND - BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER —ice FLANGED JOINT PLUG OR COCK VC VANITY CABINET NO.IN SPECIFICATIONS ROAD(EDGE OF EXISTING PAVEMENT) PRIOR TO INSTALLATION,MAXIMUM SPACING SHALL BE AS SPECIFIED. FULL PORT(PLUG r —' MECHANICAL JOINT -- NEEDLE RIGID INSULATION � EXISTING CULVERT 4,APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. —' —E— HUB a SPIGOT JOINT DIAPHRAGM VALVE ACTUATOR SYMBOLS (RUBBER GASKET PUSH-ON) Carl PINCH p HORIZONTALNERTWAL CONTROL POMP 5,ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL 0 - BALL JOINT N SWING CHECK STEEL BE PROVIDED OTE THRUST TES,BLOCKS,SH ANCHORS.UNLESS _ PNEUMATIC WI PCASITIDf�R Em A. CONTROL POINT OTHERWISE NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR � FLANGE COUPLING ADAPTER rU DOUBLE DISK CHECK TEST PRESSURES SPECIFIED, BALL CHECK -I- COORDINATE FONT FLEXIBLE CODLING HOSE VALVE PNEUMATICw1 SOLENOID B.SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE NON FREEZE HOSE VALVE GROUND SURFACE DHo1 BORING DRILL HOLE LOCATION AND NUMBER. FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER APPLICABLE. � FLEXIBLE COUPLING WITH �X %-NO.IN SPECSSEE SPECS FOR BORING LOOS. ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN �— THRUST TES 72<00_ THE PROJECT. STEEL BELLOWS �1 NON FFRO.IENEZEH O VALVE WITH HOSE RACK ELECTRIC tl SURVEY HUB AND TACK WITH STATION �� cs EXPANSION JOINT {{{g,,,*------ ICI SPECIAL ARCHITECTURAL LEGEND O 7. THRUST BLOCKS ARE NCT GENERALLY SHOWN ON THE DRAWINGS.ALL ELASTOMER BELLOWS SAMPLE ELECTRIC WI PDBITIONER US.GOVERNMENT BOUNDARY MARKER BURIED PIPING SPEC _IF TO BE PRESSURE TE:STEO.EXCEPT WELDED. EXPANSION JOINT MUD GROOVED END OR SCREWED PIPING.SHALL,.BE PROVIDED WITH ELBOW Up PRESSURE RELIEF HYDRAULIC _ S BM-2 BENCHMARK LOCATION AND NUMBER THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS O, I M.I PRECAST CONCRETE OTHERWISE NOTED.SEE THRUST DETAILS AND NOTES ON DRAWING Q AIR ANOX R VACUUM RELEASE 7' POINT OF INTERSECTION,SET Srx 18' 1.(17. ,$}a-��—� C. ELBOW DOWN 8. ® REBA A P-7 PEDOMETER LOCATION AND NUMBER fi `� �rREGULATED SIDE MANUAL WHERE A GROOVED END COUPLING IS SPECIFIED. SHOWN, SHALL BE THE RIGid / MASONRY VENEER JOINT TYPE,UNLESS OTHERWISE SPECIFIED.WHERE A FLAFLANGED _ ,e— TEE UP �� PRESSURE CONTROL OC 1000 EXISTING GRADE COUPLING ADAPTER IS SHOWN,A STANDARD FLANGE SHALL BE �e TEE DOWN MIRTI-PORT VALVE SOLENOID JOINED TO THE COUPLING ADAPTER. (BALL VALVE$HORN,FOR OTHER VALVE TYPES,APPROPRIATE VALVE SYMBOL DiCATE FLOW PATTERN St SHOPWONR.Yy e 1GDD FINISH GRADE 9. VALVE BOXES REOUtlREO FOR All.VALVES IN A BURIED SERVICE. — — �� LATERAL UP ARE MPS IMPLIED 6Y INDICATED LOW PATTERN. S RIGID INSULATION PIPE AND FITTING END PATTERNS - 429 ELEVATION ORIGINAL GROUND 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY 8 LATERAL DOWN SOLENOID APPROXIMATE,NOT ALL REQUIRED UNIONS ARE SHOWN.PROVIDE ALL �t� B BELL EDGE OF TREES.BRUSH UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF CONCENTRIC REDUCER CONCRETE EXISTING TREE WI APPROX.TRUNK DIAMETER VALVES AND MECHANICAL EQUIPMENT, ECCENTRIC REDUCER MISCELLANEOUS PIPING SYMBOLS F PLA SPIGOT 12' 11.THE CONTRACTOR FAR THIS CONTRACT IS RESPONSIBLE FOR THE 1 �� STRAINER PE PLAININ END COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING SIGHT GLASS - Q BUSH AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS �I_ UNION �� GE GROOVED END CMU-PLAN CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND TO THE FLEXIBLE(ELAWOMER)PIPE CONNECT" NEW TREE AS SPECIFIED WORK OF OTHER CONTRACTORS,AS NOTED. —4 BLIND FLANGE GAUGE WITH COCK MU MECHANICAL JOINT �d PLUG PO PUSH-ON 17 Ts'0' SIGN,ONE POST OR TWO POST 12.PRWR TO SUBMRIH✓ra T PANG DRAWINGS FOR ANY NEW PINE THAT I5 THERMOMETER METAL STUD-PLAN&STEEL TO CONNECT TORN EXISTING PPE OR STRUCTURE,THE CONTRACTOR �— F CAP F EXISTING MANHOLE SHALL EXPOSE THE EXISTING PPE OR STRUCTURE TO VERIFY ITS MJ PE EXACT LOCATION.SIZE,MATERIALS.AND INVERT ELEVATIONS. `Y+F- ANCHOR ROTAMETER EXAMPLE: NEW MANHOLE SPECIAL STRUCTURAL LEGEND ELBOW BD DEGREE � GALVANIC ANODE _0_ EXISTING UTILITY OR TELEPHONE POLE '° AIR SET MISCELLANEOUS MECHANICAL/ PIPING DESIGNATION � PSIG NON43LNVW CMU WALL �r NEW UTILITY OR TELEPHONE POLE XX•SUPPLY PRESSURE-BOIL EXAMPLE TYPICAL INSTRUMENT$YMBOL PLUMBING SYMBOLS DITCH sHOWNG DIRECTION OF FLOW 1a'RW _T~ TEE t1.2 (sEE 1 a c.LEGEND] F7771BEARING CMU wALL J^�.CREEKIRNER W7 DIRECTION OF PLOW � ELBOW 45 DEGREE ,.1 FIRE HYDRANT PRESSURE SWITCH ���---FFF��• r"1�� -y,pTy PPE.USE FLOW STREAM IDENTIFICATION N THE LEGEND,ON CATHODIC PROTECT04 ON TEST STATION r�✓��/ PRECAST WALL PANEL EXISTING NTtX1R CD DWCi.1�i:9.SEE PPING SCHEDULE IN THE SPECIFICATIONS. —� CATHODIC PROTECTION ANODE T-7 HOSE RACK(TYPE AS INDICATED) NOMINAL PPE DIAMETER LATERAL CONCRETE CURWCONCRETE COLUMN -r'�160D�� NEW CONTOUR —�— FILTER SAFETY SHOWER AND EYEWASH ssH x X-NO.IN SPECIFICATIONS VALVE DESIGNATIONS EXISTING STRUCTURE TO BE REMOVED' NOTES: GATE SYMBOLS X• F-FLOOR CLEANOUT %V 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE - - X,CO D-DECK CLEANOUT ARCHITECTURAL LEGEND CONTROL VALVES: DESIGNATION LANE FITTINGS FITTINGS WITH OTHER END PATTERNS ARE SHOWNW-WALL CLEANOUT ACTIVE EXISTING STRUCTURE' XCV EL.VIEW PLAN VIEW V-VENT CLEANOUT ALL VALVES AS SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING NACTNE SHOWN ONP81P4. SPECIFICATIONS. FLOW DIRECTION X•PROCESS VARIABLE. HD-XY HUB ORAIN INDICATES PAIR OF DOORS EXISTING,AC.PAVEMENT VALVE SYMBOL 2.SYMBOLS SHOWN HERE FOR S64GLE LINE FTI-TINGS ARE GENERIC © SLUE 0 X.NO,IN SPECS ONLY.REFER TO PRNG SPECIFICATIONS FOR SPECIFIC END I Y-PWITH PRIMED TRAP CONNECTIONS FOR SINGLE.LIFE PIPE AND FITTINGS. 3 DOOR NUMBER NEW A.C.PAVEMENT' MANUAL VALVES: ® BUTTERFLY FI1xY FLOOR DRAIN 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED ANDIOR lu� X.NO.IN SPECS F WINDOW TYPE SCREENED AND IS NOTED AS EXISTING.NEW PIPING AND Y-P WITH PRIMED TRAP DWG.NO.WINDOW _ GRAVEL SURFACE' DE7ML EQUIPMENT IS SHOWN HEAVY LR�IE4. fly FLAP O11X OVERFLOW DRAM OCCURS ON B'-V400 d.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL © X•NO.IN SPECS IF 81tre OF VALVE 96S ROOM NUMBER - .r CONCRETE WALK' 1 DRAWINGS. G7A SHEAR RD-X ROOF GRAIN VALVE DESIGNLATKiHa-� 4r/ NOTE INDICATOR LIMITS OF TOPSOIL AND SEEDING' VALVE TYPE,SEE 0 X 1r NO.IN SPECS SPECIFICATION C 7 FABRICATED SLIDE AO-XY AREA DRAIN ACCESS HATCH Sit SLOPESL SNOT' GENERAL I�iC7TBS: GENERAL DESIGN DESIGNATIONS x•ND.INSPEcs ® Y-P WITH PRIMED TRAP 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON INDICATE HINGE SIDE:SIDE WHERE LINES 9:1 NEW EMBANKMENT OR CUT SLOPE. STANDARD LEGEND SHEETS.THEREFORE.SCMrIE MEET(RIGHT SIDE ON SYMBOL) 9LOPE AS NOTED' SYMBOLS OR ABBREVIATIONS SHOWNON THE SECTION LBERER OR DESIGNATION� SECTION LETTENUMBER R OR DETAIL RECORD D RAW' N G STANDARD LEGENDS MAY NOT BE SHOWN ON THE HORIZONTAL DISTANCE:VERTICAL.DISTANCE PLANS. �r X`x DRAWING NUMBER WHERE 1— X-X WALL FRE EXTINGUISHER XX DRAWING NUMBER WHERE _ _ AS SPECIFIED RBPRAP SHOWN TAKEN STANDARD DETAIL NUMBER--- F.E. NDTES: SHOWN ON SAME J SHOWN ON SAME SEE RO DETAIL DRAWINGS EI4A,TION NOTE: I. 'SYMBOL USED ONLY WHEN REOUREO FOR CLARITY, DRAWING DRAWING ALSO SEE ARCHITECTURAL AND STRUCTURAL 2.IN GENERAL.EXISTING STRUCTURES AND FACILITIES ARE NOTED AS TE%#STNG'AND DRAWINGS FOR SPECIAL LEGENDS AND SYMBOLS. ARE SHOWN INLIGHT LINE WEIGHTS,OR AS SCREENED BACKGROUND,NEW DETAIL.AND SECTION DESIGNATION-WHERE TAKEN DETAIL AND SECTION DESIGNATION-WHERE SHOWN STANDARD DETAIL DESIGNATION STRUCTURES ARE SHOWN IN HEAVY LINE WEIGHTS. VEF4E BCAL.EI REVISIOlN$ - , bpAvm BY:(IS INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF PROJECT NUMBER THESE M"TS MAY BE NO. DESCRIPTION DATE BY __ as aSGN.BY:KDJ VALLEY WEST SUBDIVISION PHASE 3B„3C,and 3D REDUCED.Lm BELOW MISCELLANEOUS 071L1212014 KW A Erqurea�s 2W TeANnnlog.y BN6-West b SHEET NUMBER Aj MEASURES ONE INCH ON MORMSON urv�y_ B Saze .MT 5071E APPR,BY;K0.1 BazEMAN MONTANA a 14 MAIERLE,INC. L DaC.RE VIEW Phd1e:(406)BB7-0i21 PE S DRAWING NUMBER Fa1x:{4o6}622STOQ , sT I _ BY:RE.VIEW SYMBOLS LEGEND G 3 MODIFY SCAM AGGOkpBCN.YI An Fmpl.yre-0xvcd C'�v rrra. r5T a ,C1y� BY:RE. [�-R N'615 WDffiACA0SFIEEYSiAS BUITSsG.P-AS BIRP.Uwl7 PLRTIEO BY:COOPER KRAUSE ON Sep711M14 p�E,de 1.yam.M. 4hykIVAL vE.t DATE:OBI'2014 - \� V CCFMIEO°FN]N CONNECTION STA 10M6.5? STA 10+06.79 - _ _ OFFSET:S.6T LT OFFSET:d.ST LT COTTONWOOD ROAD(ONLY WEST HALF BUILT AT THIS TIME CONNECTION C[NE(ECTION STA.B•SS,LB COFREGTOry COHNECTlPN EATSTWRL ro7 STAEC7ION F FEET:.6,56'LT STA f0107A3 STA(M06A6 WATER MAIN OFFSET:S&SVLT ODN•ECTKIN C43NNECTM CONNECTON CONNECTION 4�1010RTFFSET:S.4S'RT OFFSET:SaO'RT STAasII6.50 STA:S.N.61 STA:5 N.89 STA 81A.46 CONNECTION OFFSET:6.76•RT OFFSET:L9W LT OFFSET;L.W LT OFFSET:S.47 RT STA 10HI1.60 47 OFFSET:396 LT CONNECTION CONNECTION OOHNECTON Fo rOt MNE4 STAS.W g pp STA:8•53.00 STA 2.30.60 OFAS ' A PFFSET.S.4T RT $ OFFSET:4157 LT g 9XISTI G Ir m a - FxlsnHclrJ ctxmECTTaN r _ rp/y Ex'NER l;it STA:5M6AI STA 9»IA/ CONNECTION OFFSET:SA4 RT OFFSET:S.a3'RT 6TA'9+$1.T7 OFFSET-.y.ST LT CONNECTION STA 10+70.53 y} cube 6rbF LLOMN M LUT OFFSET:S.41'RT TO AVOID IMA611N 4A6r] -JiIF• ,JtdF OMP b .. ONR i �CNF- COTTONWOOD R.O.W. EX78TP4O 1 t7X u EXIST NC Tn" NG_ ONR- -Rr� aW - . T WATER SERVICE SEWER SER'JICE EXWrWW 11TL EXtSTNRI IT J EXISTING 6r _ STA 5�31A4 STA-5r91,6, WATER SERVICE SEWER SERVIcE EXISTING 1 Irr \ SEWER SERVICE OFFSET:90A0 RT OFFSET;%.W RT STl16+71A? STA:6.53AI WATER SERVICE STA i1M5� qS -1NWW769S V.1.1 FEET:96.GW RT OFFSET:Fta.4W PM STA 10.•L4fiD OFFSET:06�WRT . r :.•. - , FROPWED 4' PROP06EP4' PROF09€P 9" PROPOSE@ 9• (� '. ..r. r... .. SEWER SERVICE SEWER SERVICE SEWER SERVCE WATER SERVICE • +. .. STA;k.B1 d4 -STA:a.9B.59 STA:S Stl STA:S+ES.9i PROPpSEOI" T+ROPO5EDr PROPOSED 4' PROPOSED I' PROPOSED A' OFFSET:99.4W RT OFFSET:96.90'RT OFFSET:90)W RT OFFSET:96.00' SEWER SERVICE SEWER SERVICE SEWER SERVICE WATER SERVICE SEWERSERVIGE PROPPSEPP PkOPO5E0 a" PROPOSEDY •I MY.4T7PA(A,/,) -N9WM7T3�(AJ4�-INIh4T74.7 facet STA 9+3D.79 STA:a.56.a5 STA.9•�.a0 SSA FO7.77 STA t0+03.61 SEWER SERVICE SEWER SER1rICE WATER SERVICE • OFFSET:96.W R( OFFSET,Na W RT OFFSET:WOO RT OFFSET:WDOr RT OFFSET:W.W RT STA:t0.06.46 STA 10+78W STA:14+B1.79 PROPOSED 1• PHOPOS€D 1" r NN"7A7.A(AAW -R(YMW7A IA.04 INV+476AA".] IMV.4766A(A^4 o*fMTA6A wDor RT OFFSET=W8 RT OFFSET:96W ITT4 WATER SERVICE WATER SERVICE rw PROPOSED 1• PROPOSED I' PROPOSED E• PROOPOSED i• STA 4.0.59 STA;5.48M VJ WATER SERVICE WATER SERVICE WAFER SERVICE WATER SERVICE OFFS STA,RT OFFSET:96.00 RT W STA S+6E.4S STA:9.30.50 STA:1PW5,51 STA.14+06.711 II i OFFSET:'m 00'RT OFFSET:w_w RT OFFSET:b6.OT RT OFFSET:HB.4P RT LOT 8A LOT RB LOT 8C LOT 9D LOT 9A LOT 98 LOT 9C LOT 9D r 4984 sq.fl. 4727 s4.ft. 4703HI.X. 4679 sq.R. 465.6 sq.N. 4632 sq.fl. 4609 cq.ft. 4105 sq.ft. 4 U I I --- #INS _bFL - - -NO NP� ALLEY - ti o I r 7 I I I I I NOTES RECORD1. TOTAL NUMBER OF WATER SERVICES� D RA "I 1 N G 21 EA. �, LENGTH OF EACH WATER SERVICE E ID4 LF +5 LF 10B LF I,STATpP1S AND DFFSET5 HAYS NOT SEEN UPDATED TO iFLECT THI8 CHW4C ]. r1 _2.TOTAL NLIMIBER OF SEWER SERVICES.21 EA. ,r,� REc"D DRAWFING 140na LENGTH OF EACH SEWER SERVICE RT LF (STATIONS AND OFFSET$HAVE NOT BEEN UPDATED TO REFLECT THIS CHANGE)- r t,THE SEVEN ExISTPNG 61N 6EWEA EERYICES OFF CGTrONWYx00 RDAD ITE RE EX7EN DED 5FT TO THE EAST. S. ALL EXISTING WATER SERVICES,EXCEPT FOR WATER SERVICES LOCATED OFF OF WATERS STREET,SHALL HAVE A'CUT-%-CURB S70PMOX INSTALLED ON THE COTTONWOOD R.O.W.LINE(TOTAL OF SEVEN SERVICES).REMAINOER OF � y WATER 69MVIM CUM STOP'b WERE INSTAJvL.ED WITH AN EXTENSION O LZ C w 1 EXISTING WATER SERVICES LOCATED EAST OF'CUT-N1'SHALL REMAIN N PLACE AND UNOMTURSED.THE EXISTING SEVEN CURB S7OP180XES S - 4W 1 TO THE TOP TO HATCH THE EXISTIND GRWN6. HORIZ.SCALE CURB STOP•ROXES SMALL HAVE COUPLERS INSTALLED ON THE EAST SIDE OF CURB STOPS. ERII!ImloYeo Alan a[TIVIGli tTNE!EX7IP4bm AN mornONAL EFT(44f. 30 15 O 30 aO 4,NEW WATER SERVICES SHALL HAVE CURB STOPSJSOXES INSTALLED ON THE COTTONWOOD R.O.W.LINE.CONYRACTOR TO EXTEND WATER SERVICES TO 43 FEET BEYOND EAST COTTONWOOD R.O.W.LINE AND PLACE WATERTIGHT CAP AT END WITH NO CURB STOPISOX.INSTALL T X 4'WOOD MARKER FROM END OF CAP TO FEET ABOVE FINISHED GRADE AND PAINT MARKER BLUE- IN FEET 5.NEW SEWER SERVICE CONNECTIONS MAY BE INSTALLED WTTH 4F SADDLES AND BENDS IN ORDER TO MAKE LIP DEPTH IN RELATION TO WATER SERVICES.INSTALL"NON-SHRINK'AROUNO 45'BENDS- 6.COORDINATE WITH CITY OF 007EMAN WATER OF FOR NECESSARY SHUTDOMONS,. vERrr scuE! REVISIONS y,, '� , DRAM BY:DS INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF PROJFCT NUMBER NO, DESCRPTION DATE BY E �6h DEN.BY:� VALLEY WEST SUBDIVISION PHASE 38,3C,and 3© SHEET NUMBER EDUC PF9Nrs wrblE /�, - T EryvnE6+6 2880 TtSCI111D14gT BIB W66t yL MEADS�6ONEP MISCELLAFIEOU.S o7ro2r20ra KaCH ON ©RR1O 60xa+naO,MT aena 7,PPR.BY:KOJ BOZEMAIV MONTANA 5 OFSGIML DRAWING. �r�'{ Try-TTT111 T�I-t INCSrJ9nFlsls DATE,0672014 DRAWING NUMBER 1T MERLE,Ll.'C PJ6nF>ars Phme:05)92"Im Fax:(408)022.8702 �r7 II �-' O-C.REVIEW MOOIFY SCA. AOCOMNGLYI An I=Wft,y--0.lW4 O t IP...Y J+,It t I COST}L Aar= BY:RS UTILITY PLAN 1 V-1 N:W a56'048iRGDl4NEE7SL1,961XxS1C< t�,.ElIL7.GMQ F'LOTFE9 ar:ODOPER I(RAVSE DN SEp25V2f114 COPYIppIT a YgWtl6iM�1ME E.MC_10H t �A'S��� DATE:06=14 CONNECTION - - - STA 16-0,SO CONNECTION CONNECTION OFFSET:&Sr LT STA 13-71.11 S'TA 14.06.61 CONNECTION COTTONWOOD ROAD(ONLY WEST HALF BUILT AT THIS TIME) OFFSET:L.64'LT OFFSET:4-W LT STA,16-M30 CONNECTION CONNECTION OOF+ECTION OFFSET;S,4F AT $TOFF'SET:•S.W Li SYN.20-38.10 CTI]R STA 13.6PA4 STA 14.6d.8F OFFSET d.4W LT OFFSET:4M°LT OFFSET;54s AT 7,r CONNECTION CONNECTION CONNECTION CONNECTIONMN STA,14-U STA 16.ffiw STA t7.7S.60 $TA IB-wx CONNECTION CONNECTKRI ``� FT' E7�I$T1NG 17 OFFSET:4I!f?'LT OFFSET:d52 LT OFFSET:-0.S1'LT OFFSET:4L51'LT' STA 19.51.3D STA M+36.3T CONNECTI,NI CONNECTION [1FF$ET:5,fa AT OFFSET:d,4ff LT STA:21.MM STA 21-MM 1�SFYJER MF1N EXISTINO 1? OFFSET:531'AT OFFSET:dAWIT 1�f-i1O1/16GFF]N - - - { -Y g - --- WATER MAIN �^ [FIfCTi - OFF: GM AT STIL•a m3u CtxaECTgN OFFSET:5.48 RT \[ ., CONNECTION GOf�a1ECTION CONNECTION LCOw1ECTI0YV �.I STA:IPM6.S1 . Iri STA 1S•96.6. STA:t6Nq.3P STA 17.72.b4 STA:17r78.n OFFSET:5.G0'RT SEWER OFFSET:SIB'RT OFFSET;5.45 AT OFFSET;.SAW RT OFFSET:5.4A AT CONNECTION SE7EXLLAIN STA:IS.6PA4 CONNECTION OFFSET:SAW AT STA,20+7530 OFFSET;$.51'RT EXISTING SEHFRSERVICE I,fw-_ OMP ONP P OHP C+HP ITT& OFF MrS7."dL SET:WW AT COTTONWOODR.'O,W. EOP6TR66 -. ... _ Q SEIAERSEIDRCE \ F7fGTNG 6' EXIST 1 is STR 14.7D.S7 SEWER SERY9Cf EXIGTINIGiiR' ----_ _ 11Y7!' OFFSET:P$S7 Rr WATER SERVICE ExISTNd Lr' H py $TA,i$.5..55 STA 17r31.67 9E'Y4B4 SERVICE WAFER SERVICE SEWER ki 3ERV%;f -. a EfDSTN(i 1 7R' OFFSET. RT SUl'lUr"El S ST.l1&•51L06 __G _- -__ OFFSET:BS.W AT STA:1P•93.61 'I' SERVICE - STA 1P«BO.1I l_1 -MVM}Ni(Aia OFFSET;CS.W Rr OFFSET:'p6.W'RT OFFSET: 9e.w AT OFFSET:B&bP AT 4FF$ET:Pdar RT A xs•s9E RT PROPOSEDV PROPOSED 4• PROPOSED 4• PROPOSED.• rr ..'..••SEWER SEFIVICE SEWERSERh4CE SEWER SERVICE 9ElMER SERVIC€ SEWER 5ERVlCE ERVICE PROP08EO 4' T + ' , _ •• . -+.,: _STA:13" 13 STA 14,06.63 STA,t4+1D30 STA:13-0.53 STA 16.p32S SEWER SERVICE 'WATER SERVICE SEWER SER,aCE WATER SERVICE PROPOSED 4' PROPOSEDd`. `. PRDPDSED i• r Y..•:PR 01PSET:MIUR" OFFSET PS.OQ'Ri OFFSET:N.W RT OFFSET;95,M Ri OFFSET:�.ar RT 96AD RT STA;17,72,63 STA,17+75.617 STA 1er5Sb7 SEWER SERVICE SEIVER SEAM. WATER SERVICE pRDNSE04• PROPOSED.• PROPOSED 9` NMM7olYA!/J} -iIFYM7i7Np p,i,F 7"A(AA4 _ `NEM�676/HJ fa,a,j OFFSET:96.OPRT OFFSET:9A.07 RT OFFSET:w.w RT STA,16H6.69 29$EYER`„Ei[VICESEWERSERVICE WATER SER41 +MVYTE6A 6.R(14L1' OFFSET:96.W RT 'STA:1S,6t.2S $TR 2p.e5.37PROPOSED r PROPOSED 1' 1' -�'47M'1♦AA4 -MV'M7"A OJN '�10-47"7 IA&I „llFSET W.[A T FSET.SSW RT OFFSET:P6AD'RT OFFSET,G5.6P'RT STA:21. 20ATSTA:2t.N.PROPOSED 3GF` PYiOPDSEO 3+'4` PROPOSED$N• WATER SERVICE WATER SETTJICEERVlCE PROPOSED I' 'MY-733A IAJ,1 OFFSET:95.SD'RT OFFSET-SB.ar RT WATER SERVICE WATER SERVICE WATER SERVICE STA 16W1A0 STA-14.S73T8,60 WATER SERVICE PROPOSEDI' STA 13.be$3 STA 13•T110 STA:14+06.40 OFFSET:98AP'RT OFFSET,%J00'RI6.OD AT SIR 1P�4633 WATER SERVICE OFFSET:65.W AT SIX 2Q.36.58 OFFSET:N.00'RT OFFSET:w.DD RT OFFSET-,J*WRT OFFSET-Y8-40'RT I LOT 16A LOT 16B LOT 16C LOT 16A LOT 22A LOT 22B LOT 22C LOT 2TA LOT 23B LOT 24A T4I3 4551 5q ft. 4551 eq.R. 4551 sq.14. alas 1q.sr. LOT 22 OT 22 O 22 OT279 bq.tt. O B. SOTS rr LOT_ LUT 24C LOT 25A LOT 25B LOT 25C LOT 26A LOT 26B LOT 26C If �VOATER �' Mt. $:745G 1'I rC 52795q.2 7� y.tf. ?9 I�.EXISTING I I,fr EXISTING 1 Irl - sq. S:T4 sqlll. 5279.q.R. $279 sqRWATER SERVICE SERVICE STA 14.77.34 ' STA 15r6324 3FFMT!15D.88'AT I OFFSET:15DM AT P 19 NOS ALLEY con w I. T ,. rOTAL NurYIBER of WATER r.FlrWr RECORD DRAINING rg-zi EA. LENGTH OF EACH WATER SERVICE-4W LF +5 LF 1B81F 1STATgNS AND OFFSETS HA4E NOT BEEN UPDATED TO REFIEG'T THIS CHANGE}, 2,TOTAL NUMBER OF SEWER SERVICES.21 EA. � LENGTH OF EACH SEWER.SERVICE-93 LF +5 LF-9B LF((STATIONS AND OFFSETS HAVE NOT BEEN UPDATED TO REFLECT THIS CHANGE). !_!.;•♦ RECORD DRAWING NGTM 3,ALL E)LISTING WATER SERVICES.EXCEPT FAR WATER SERVICES LOCATED OFF OF WATERS STREET,SHALL HAVE A*CUT4N'CURB STOPA30X.INSTALLED ON THE COTTONWOOD R.O.W.LINE(TOTAL OF SEVEN SERVICES),REMAIND€R OF 1,iXE eEVEN EIIbTING blN SEWER 1[R1IIQEA OFF COTTONWQDQ ROAD EXISTING WATER SERVICES LOCATED EAST OF'GUT4N'SHALL REMAIN IN PLACE AND UNDISTURBED.THE EXISTING SEVEN CURB STOPEBO%ES S - .)I,� Q WERE ERTINMP bF7 ro TTE FJST. CURB STOPISOXES SHALL HAVE COUPLERS INSTALLED ON THE EAST SIDE OF CURB STOPS. WERE REMOVED AND SERVICES WERE EXTENDED AN ADDITIONAL sF7 µ k,% a,WATER 6ERVIDE"AS ATO►&WE"066TAUAD WrM AN EXTEN,smm TD THE TDi TO WATCH THE EXISTING GROUNC. I 4.NEW WATER SERVICES SHALL HAVE CURB STOPS BOXES INSTALLED ON THE COTTONWOOO PLO.W-LINE.CONTRACTOR TO EXTEND WATER SERVICES TO 43 FEET BEYOND EAST COTTONWOOD R O a, I IN A%D PLACE WATERTIGHT CAP AT END WITH NO CURB STOPSOX,INSTALL 7 X 4"WOOD MARKER FROM END OF CAP TO 4 FEET ABOVE FINISHED GRADE AND PAINT MARKER BLUE, 5.NEW SEWER SERVICE CONNECTK)NS MAYBE INSTALLED WITH 45'SADDLES AND BENDS IN ORDER TO MAKEUP DEPTH IN RELATION TO WATER SERVICES.INSTALL"NON-SHRINK'AROUND 45'BENDS, HORIZ SCALE S.COORDINATE WITH CRY OF BOZEMAN WATER DEPARTMENT FOR NECESSARY 5HLITDOVNIS. :11 15 0 30 BO IN FEET 1/€IeFTscuel REVISIONS b '� 1,1 DRAWNBY:DS INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMME'NOED PLATS OF PROJECT NUMBER T1E9€PieNT$MAr E€ NO. DESCRIPTON DATE BY - RI 'I�f DSGN.BY:KDJ 5158A0S MEDUCEO LINE BELOW 288OTsChn og7Bna-West VALLEY WEST SUBDIVISION PHASE 3B,3C,and 3O MEASURES ONE PlCAI ON ®. MISCELLANEOUS OfAI2WI4 KDJ ( M K 1 [ iN E 'S B4O2ymSn,MT 59718 �A_ Ate-BY: SHEET NUMBER 111V1�.Lil1J lJ sl..b, BOZIEMAN MONTANA e ORIGINAL DRAVAMO, i� h�pAA�7�{��TTD� �H{ INC. - , - ~~ MAIERLE! C Tlar�s � REVIEW Pre e:(4D8)5B7-0721 DRAWING NUMBER Fax:(aoBl 922�702 f4 I I I O.C.REVIEW MOC.FY SCALE ACCORDINOLYt A„>.WAy.Ot..cd C-p-y f"=,NIT BY:RS UTILITY'PLAN r-2 N.,'-X*,ACDSKEETSAS BI,IATStC1�2-AS_SULTOW43 PLOITEDBY:COOPEAKRAIM ONSW2N2014 CDFr1YIOM CXQfdtiA0HWEIGR NG,aNi Ilk.,.« �' + v DATE;OBY'LB74 - I LIMITS OF DISTURBANCE COTTONWOOD ROAD(ONLY WEST HALF BUILT AT THIS TWE) - LIMITS OF DISTURBANCE LANDSCAPE BERM NOT CONSTRUCTED IN TNIS AREA 4778.98 4782,DO DUE TO PREVIOUS LANSCAPINO IN THE OPEN SPACE 4+58.5 8+85.1 4782 OD 4773.72 "UST OF THE EXINMNO RESIDENCES.(A.B.) RT_w RT4M,ll "7.0 4782.00 47BZD0 4782.00 , RT-SD4 RT�O.2 44+011 4 = 4785.00 47N5.00 6+17.6 8+57,7 7+26.1 4775.48'1 4774.96 RT-00., RT 79.1 5+22.7 5+458 W,4 FIT-77.4 RT-76.0 RT-75.8 7+57.1 8+16.2 4732.00 4781.01 4:LE1.00 4779.01 4771.74 4771.19 4 '� RT�O 4 RT 8�.3 9.36.E 12+07.4 RT.80.4 RT�OJO RT RT-60.2 9+53.0 9+80.8 10+07-6 11+17.2 11+81.7 RT-7 4780 RT-81.2 - RT-09.4 f�? RT-79.7 RT-41.1 RT-60.7 4775 4765 4795 1✓ ! 4780 4780 4780 i 4780.84 - - 4+57A 4780 5'SIOWALK .DO r 11+ l RTaBB.9 _ 6+06,7 4776.35 477E.01 4772.3E 50.7 RT-07.1 8+18.3 R7-a9S 7*55.2 iTYP.) 4776S5 18,9 .RT_No lfi K 11+ 9 RT-99.7 RT4-g9.y.8 RT-W.8 y S UT IA �Tl S LOT 1C 9 I fi LOT RA LOT RR LOT RC LOT Rp LOT 9A LOT RB LOT 9C LOT 9D 8 4. aq.fe 49ft. 4932 sg.fl. �N19 sq.h. (,/� 4984 sq.H. 4727 aq.ft. 4703 aq.0. 4679 sq.ft. 4656 sq.ft. 4612 q.ft. 4{,p1t sq.ft. 4835 sq,ft, i U ALLEY 0 I I I 1 I J� i � I I LEGEND NOTES: 1, TOTAL SQUARE FOOTAGE OF CONCRETE SIDEWALK(4-DEPTH,V WIDTHI.I}.375 SF.SIDEWALK SHOWN WILL BE FINANCIALLY GUARANTEED.NOT PART OF CONSTRUCTION CONTRACT. EXISTING CONTOURS 2.SIDE SLOPES FOR LANDSCAPE BERM ARE GENERALLY BETWEEN 25:1 AND 3:1.IN AREAS WHERE FUTURE SIDEWALK PROPOSED CONTOURS WILL BE PLACED,A FLAT(-2%)AREA SHALL BE GRADED THAT IS 741 FEET IN WIDTH.THESE SIDEWALK AREAS SHALL 1y, ALSO BE DEPRESSED 7 INCHES BELOW SHOWN GRADES 7O ALLOW FOR FUTURE SIDEWALK INSTALLATION, 47e5L S+GOAO SPOT ELEVA7IlFkS 3,MAJOR EXTENTS OF GRADING WILL OCCUR WITHIN A STRIP 40 FEET 1N WIDTH(COTTONWOOD R.O:W.TO 10 FEET INSIDE RT-80.3 LOTS)FOR THE LANDSCAPE BERM AND FUTURE GRADE. GRADING BEYOND THIS AREA OWNSHALLF BE MINERAL AND DRAWING SHALL INCLUDET SLOPES N CATCH EXISTING GRADE.GRADNG 34NONTJ ON LOTS LS St10Y1R4 FOR REFERENCE ONLY AND IS NOT PART OF THIS CONTRACT. RECORD " -� LIMITS OF DISTURBANCE 4.THE TOTAL CUBIC YARDS OF FILL NECESSARY FOR ROUGH GRADING(t4 INCHES)FOR THE LANDSCAPE BERM AND SIDEWALK GRADING IS-8.750 CY,OWNER REQUESTS THE ABILITY 7O MODIFY GRADIING TO INCLUDE AN AMOUNT OF FILL NOT TO EXCEED 11.000 CY. 9, THE TOP ONE F007 OF ALL GRADING SHALL BE COMPLETED USING-SLAW TOPSOIL WITH MINIMAL ROCKS. HORIZ.SCALE OWNER.iENGI NNER SHALL CONFIRM SUITABILITY OF FILL MATERIAL PROR TO PLACEMENT. 30 15 0 30 60 6.COMPACT FILL MATERIAL TO APPROXWTELY 90%OF THE DRY DENSITY. IN FEET VERIFY s El REVISIONS ^^ 1 DRAWN BY:DS PROJECT NUMBER qt� did INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF No. DEscRwrlor' DATE By yW,� h VALLEY WEST SUBDIVISION PHASE 3B,3C,and 3D1 °08 T1N€3E PRIPfTS MAYBE �J^y]777'''���777'''��� (�^y)�/'�]7�y�I� � DSGN.BY'KM REDUCED LINE BELOW V 1J 4,/1 1 2880 Tee11 1 MISCELLANEOUS 0770212094 KOJ ^R K EA, 's BOZEMAN. MONTANA SHEET NUMBER MEASURES CN4:9N[S+OR � � BDzeman,MT 59718 .BY:!fill - - - OROOIIHL PRA1'AHG. PMne:(408)587.0721 _..� EN DATE:0612014 DRAWING NUMBER _J.J MAIE'RLE,INC. A1anRers Fax:(6406)587i072 "N {{� '�- D.C.Q.0 REVIEW MODIFY WALE AOCORDINMVt in Erryl7vyrr-Ouaxd cn q-, t""""0,T R �$�~ BY:Rs__. GRADING PLAN V-3 N';,15410©av�GVD'SaEETSV1a BOLT85CSCFl3_BI1ILT.DNG PLOTTED Ily,-COOPER KRAUSE ON swrimm CORiPNIHT a uCVypgp *RLE*C..m1A i Aty, DATE:052014 LIMITS OF DISTURBANCE COTTONWOOD ROAD((ONLY WEST HALF BUILT AT THIS TIME) -LIMITS OF DISTURBANCE TO roerlooE LANSCYN a W.Tm Crm MACE ww 01' ( - na was"=RMONNIUML IAiI 6788.83 13-33.1 I 47B5:97 4763.77 4761.07 RT-60A 4T75,00 4767A7 16+43.9 19.+7B2 19+92.4 4775.02 14.25.3 -14775.00 14+85,5 RT40,$ RTE0.7 RT.60.4 12+35.9 4-mm 5-OD 4776,00 4776.05 RT41.a 14+62.9 RT40.6 47MM 8+ 4773.DO 47HB.18 4759.11 Men RT-73.4 12+56.8 1 .0 14+Q8-5 RT-78,6 15+45.1 4774.00 4773.1T 18+5i.7 4773.00 4773.00 4771.00 4770.BB 4770.00 21+61.3 RT-75.5 - 13+36.4 4772:03 4771.0E 7s+53.1 a770;00 24�+27,7 4788.IXI RT•TS. rs RT-79,0 RTC'$ RT$12 15+84.8 16+ '6 RT-81.4 '15+78.$ 17+04.3 17•62.a 17.80.0 18+71.0 16+9i.6 1B+06.i Ri'-62.6 ..20+44.2 47$7.[�0 FT . 3 RT41S R741.7 RT42.5 RT8,7 RT42.7 21+41,8 RT-80A RT40.8 RT42.1 RT41.7 RT-02A RT-OZ2 RT-81.B 4775 4770 4T7p - 4766 4775 4785 4770 4770 4770 4 MDOIFIED LIMITS OF DLSTI io Niz' _ _ 4768.75 5 SIDWALx 4766.55 13+33.3 4768.00 aF8$.$7 w 47MI090 . t4+85.5 RT-BB. a"s"E RT-80.1 iS+d4.7 { .} 1B*4d,8 vy 18+7$7 19 92.7 RT-ML RT�.2 �,�, RT4)9.3 RT-99A RT-00.5 r c R (STING 4W COIN RETE COVER AND TIN INSTALL 1. X 4W SARRELL, e $ 36r 4'EOCI NIT RIC CONE,B'GRA 3E RINGS AND EXIST NG E AND COV M. +,+t+ RIM 4 40(MODIFY BE GRADES AROLIND CURE) LOT 16A LOT l6B LOT 6C LOT 16D ^]J LOT 22A LDT 22B LOT 22C LOT 23A LOT 23B LOT 24A LOT 24B LOT 24C LOT 25A LOT 25B N LOT 25C OT 26A LOT 26B LOT 26C 4SS!WI '4iS1 sq.ft. 4551. lt. 039 sq.ft. l^ � 67504& 5279 sq.fL 5279 sq.R 5271)sq.N. 5279sq.R � 5279 sq..ft. 527y sq.fi.. SOT279 sq.Vt. OT 25 521T 25 O 25 OT .8. LOT :ft. IM SS74 sq.8, n Ni 68 a ie, 3 ALLEY � I NOTES: 1. TOTAL SQUARE FOOTAGE OF CONCRETE SIDEWALK(4-DEPTHS WIDTH)_s.375 SF.SIDEWALK SHOWN WILL BE FINANCIALLY GUARANTEED.NOT PART OF CONSTRUCTION CONTRACT. LEGEND 2.SIDE SLOPES FOR LANDSCAPE BERM ARE GENERALLY BETWEEN 2.5:1 AND 3:1.IN AREAS WHERE FUTURE SIDEWALK ' NG WILL BE PLACED,A FLAT(-294)AREA SHALL BE GRADED THAT IS 7-0 FEET IN WIDTH,THESE SIDEWALK AREAS SHALL RECORD DRAW ALSO BE DEPRESSED 7 INCHES BELOW SHOWN GRADES TO ALLOW FOR FUTURE SIDEWALK INSTALLATION. EXISTING CONTOURS 3.MAADR EXTENTS OF GRADING WILL OCCUR WITHIN A STRIP 40 FEET IN WIDTH(COTTONWOOD R.O.W.TO 10 FEET INSIDE PROPOSED CONTOURS LOTS)FOR THE LANDSCAPE BERM AND FUTURE SIDEWALK. GRADING BEYOND THIS AREA SHALL BE MINIMAL AND SHALL INCLUDE 4:1 SLOPES TO CATCH EXISTING GRADE.GRADING SHOWN ON LOTS IS SHOWN FOR REFERENCE ONLY 1 4785.00 AND IS N07 PART OF THLS CONTRACT. .0-4 SPOT ELEVATIONS {,THE TOTAL CUBIC YARDS OF FILL NECESSARY FOR ROUGH GRADING(*4 INCHES)FOR THELANDSCAPE BERM AND RT-502 SIDEWALK GRADING IS-8,750 CY.OWNER REQUESTS THE ABILITY TO MODIFY GRADING TO INCLUDE AN AMOUNT OF FILL NOT TO EXCEED 11,000 CY, LIM RS OF DISTURBANCE 5.THE TOP ONE FOOT OF ALL GRADING SHALL BE COMPLETED USING°BLACK-TOPSOL WITH MINIMAL ROCKS. OWNERIF NGINNER SHALL CONFIRM SUMABILITY OF FALL MATERIAL PRIOR TO PLACEMENT, HORIZ.SCALE 30 15 0 30 60 $.COMPACT FILL MATERIAL TO APPROXIMATELY 909E OF THE DRY DENSITY. IN FEET VERIFY 9CALEi REVISIDNS - _' R 1, DRAWN BY:OS INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF PRO.IEC 6.00E ER DATE BY h DSGN BY:KDJ 515600E THESE PRINrs MAY IDE NO. DESCRIPTION a ?aW Technology BNd-West F {Thy VALLEY WEST SUBDIVISION PHASE 3'B,3C,and 3D SHEET NUMBER REDUCED,LNENELOK' - D7ro7/2014 KDJ JJMORRISON �"�"'°°'� APPR BY:KnIMQNTANA 6 MISCELLANEOUS Sun+oyas BOZEMAN MEASURES ONE INCH ON BOzem9n,MT 5977.E it N DATE:OB12014 'I���f� TF7p�[ IT'A5, INC. Phorra:(405)567-0721 PE f DRAWING NUMBER ORIdNV.IMIA1YINc. LrrJ +*+AIERLu7 I C Fan.(406)=4702 �f4 ASS+ a BY4 REVIEW ,.IRS GRADING PLAN 4 MpgFV SCN.E ACCORpNGLYI An eimptoyrc-C1wna.7 C-P-y k l�r �- N7bf3b1msACADZHEETSv SII TSIC34a4,5_&ls.T.DWG PUOTTEP BY:COOPER KRAUSE ON SW2&W14 Coriwmrrc NCwra�N+A+A?R+t.wc..arN 1j+Il+y lAt,.� DATE:OBI2_I/t4 STAGING,MATERIAL STORAGE.VEHICLE NOTES: FUELING AND MAINTENANCE FOR PHASE I 1. COMPLY WITH THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)TEXT AND THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES AS STATED IN THE NOTICE OF INTENT(NOI)FORM. s _— — — — - COTTONWOOD O, rONWOOD ROAD - 2, CONTRACTOR SHALL NOT DISTURB AREAS BEYOND PROJECT LIMITS WITHOUT MODIFICATION TO THE SUBMITTED SWPPP AND NOI. — 3. SEED OR SOD ALL AREAS WITHIN LIMITS OF DISTURBANCE EXCEPT BUILDINGS,PAVED SURFACES,AND PLANTING AREAS TO RECEIVE OTHER GROUND COVER,SEED SHALL { WATER AM SEWER — _ MEET THE REQUIREMENTS OF THE SPECIFICATIONS,REVEGETATION SHALL BE SERVICES(M.) PERFORMED IN ACCORDANCE WITH AN APPROVED WEED MANAGEMENT PLAN. 4. LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING EAR EN9mi ► ARE APPROXIMATE,AND SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY EARTHEN BERM Flu ° s ® RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK. 4780 4775 1 _ 5. CONTRACTOR TO PROTECT EXISTING STORMDRAIN INLETS DURING CONSTRUCTION AND 4785 h I 4779 REVEGETATION EFFORTS,� 4760 5. PHASE I WORK INCLUDES THE INSTALLATION Of WATER AND SEWER SERVICES AS WELL . � � 4775 AS SITE GRADING.PHASE II INVOLVES INDIVIDUAL HOME CONSTRUCTION. i--� 7. ON FLOW TO T11E SITE IS NOT EXPECTED DUE TO EXISTING STREET INFRASTRUCTURE ON FLOW OCCURS MITIGATION WILL BE IMPLEMENTED UTILIZING BEST MANAGEMENT WPRACTICES. EXISTWG STORM 8. CUT AND FILL WILL OCCUR ON INDIVIDUAL LOTS AS PART OF HOME CONSTRUCTION. DRAINAGE POND 9. STAGING,MATERIAL STORAGE,CONCRETE WASHOUT,VEHICLE FUELING AND TO REMAIN AS MAINTENANCE FOR PHASE II WILL OCCUR WITHIN INDIVIDUAL HOUSING LOTS. Lei B GFETRATrv€ 10, ACCESS TO THE SITE WILL BE VIA EXISTING ROAD INFRASTRUCTURE,PHASE I WILL W LOT 8A LOT 8H LdT 8C COT 8D LOT 9A t.0 48 OT 4C LGT 4D UTILIZE CASCADE STREET AND WATERS STREET.PHASE II WILL UTILIZE THE ALLEY. qd a9aa ry.R er2T,y.R am3 3q 1 av79 R.R a O 9 LC 198 a 9C LO 9D CONTRACTOR TO MINIMIZE THE AMOUNT OF SEDIMENT LEAVING THE SITE ONTO PAVED ROADS BY CONSTRUCTING TRACKPADS OR SWEEPING AS WELL AS MINIMIZING TRAFFIC I ONTO THE SITE. 11, THE EXISTING SITE CONSISTS OF ASPHALT AND VEGETATION. y ¢' 12, ANY EARTHEN MATERIAL BROUGHT ONTO SITE WILL BE FROM A PERMITTED MATERIAL i u SOURCE. 13. SITE,CONSTRUCTION DIEWATERING IS EXPECTED ON AT THS TIME C D ONTRACTOR TO U ATE SWPPP SITE MAP ONCE ITION 19 S T KNOWN LOCATION I j — ALLEY—• DETERMINED.IF POSSIBLE DISCHARGE TO EXISTING PONDS-FOR DEWATERING a1 1- 14. PHASEICHRGE S PROTECT INCLUDE ANY IMPERVIOUS SURFACES.RIP-RAP AN LILT II WILL INCLUDE E —- - IMPERVIOUS SURFACES IN THE FORM OF HOUSES AND DRIVEWAYS.THE LOCATION OF THESE SURFACES ARE NOT KNOWN AT THIS TIME, S[TE BOUNDARY COTTONWOOD ROAD OUTFALL 001 LEGEND EXISTING CONTOUR PROPOSED CONTOUR +�rs— m SILT FENCE 'ate SILT WATTLE 'g EARTHEN BERM t 'p _ ■ _ ± FKL AREA(rYP.) EXISTING FLOW DIRECTION I PROPOSED FLOW DIRECTION 4770 .: -.. .., ..a..... ,_,..... .... .: .� .. ,,.. .... .: ,. ....•. - EXISTING STORM I �. •• :••,t -•. .. _. DRAINAGE PO!NO W I' TO REMAIN AS ! VEGETATIVE [Yr BUFFER g J I I I LOT I GA LOT 166 LOT fiC T 16D LOT 22A ` LOT 226 T t2C T 23A LOT 23B LO 24A LOT 24B OT 24C LOf l'25A LOT 25B 4551 sq,0. 4551 sq-R 4551 .fL 839 sq.R. A 6759 sq.R 5279 sq.R. 5279 RAL 279 sq.R. $279 sq.R. 527 sq.R. 5279 R. 279 R. 527i99 �9 fl- T 26A LOT 2b8 LOT 26( "q- sq• sq-R 5279 sq.R 5279 sq.R_ 79 sq.R 5279 sq.fL 5279 sq:R u I f RECORD DRAWING HORIZ.SCALE 40 20 B -40 SO IN FEET VERIFY SCI REVISIONS ' t to SAWN BY:pS PROD€CTNUMBER NO. DESCRIPTION DATE BY INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF 5156.006 7HE®EvwNTSMrvIE , DSGN.BY:IBs VALLEY WEST SUBDIVISION PHASE 3B,3C,and 3D REOIICEO.I■E■ELGY 1 MISCELLANEOUS OTAb22814 KQI (q�/'�],��y7 EnpM"s+s 2B�TeP n,My eN�wl�l I_=Q {I.,y -- SHEET NUMBER NFA4uRE5 orsE Mcre ON �Q���.V 1■ Boorman,MT 58716 ae,,. , APPR.SY:ICOJ s BOZEMAN MOJVTANA s gwrplNu SdarN& DATE:18214 �- PhIm:RO6587-Ml If = DRAWING NUMBERr � p INC.6A.AJ Fa:i+a>ala2x roz fmP�Ya-/ y � �; O.C.�'!'E5° MODIFY a EROSION AND SEDIMENT CONTROL PLANISWPPP aC-5 SCALE ACCORdN[iLY! 4n �+t+++P+ar "�r� Asy} N•5138YfITAfdPl4EETSA,S 6ULTSICd.\S�I1LT.04'.'t1 DA PLOTTEP bY;COPPHt9UultlsE OH 5 1� CLiAFPIaIn 4 nPRR/C-SpNA,[R.€.IlC.lalb IIA14y A y..`Y TE;(]BV2016 g,OB STEEL POST MARKER UTILITY TRENCH ��i PAINTED BLUE PROPERTY GREEN STEEL POST OR AT ENO OF SERVICE 2a.s � ��- EASEMENT B.s R-0• SlAr B.s UNE 5 1/2 ' BOULEVARD 1 1 d (TYP.) PROPERTY LINE OR 1 1 STREET SURFACE 5' SIDEWALK GROUND SURFACE 4 EASEMENTUNE 5 1/2' BOULEVARD I - (TYP.) 4' _e .. � STREET SURFACE 5' SIDEWALK GROUND SURFACE DLk 1 1 a 1. 1 CURB BOX , TYPE K J Jf TYPE K { COPPER COPPER TT,S•.. PROVIDE 5' STATIONARY �. 3 WATERSVO. WATERSVC. 3 (TYP•) ROD IN ALL CURB BOXES 1. 2.5' COMPACTED RAcxnLL I I 5 1/2' MIN. (TYP.) (SEE SPECS.) 1 1 COVER 11.5' - B' 1 1-5R 1.60° 1 (TYP.) (TYPICAL EXCEPT IN SPECIAL SEE DETAIL B' CIRCUMSTANCES APa D SALT ERNATE i�TIOHAS ) BELOW (TYPICAL EXCEPT IN SPECIAL 1 CIRCUMSTANCES WHERE CITY HAS TAP By CONTPACTOR APPROVED ALTERNATE LOCATION) 1 4'OU1, 4-DIA, 1 PVC BCH 40 PVC SCH 40 CURB STOP 1I SEAMIER SVC. 'SEWER SVC, 1 �'�� 2` X 2" WOOD WATER MAIN ` PER IfOOT MIN.,CE ESLOPE PER/FOOTMAX MARKER J/ 45' ELBC7W NOTES: BASE MATERIAL . NO COUPLINGS OR OTHER JOINTS WED 04 SERVICE PIPE FROM _ 1.JOINT SERVICE TRENCHES MAY CONTAIN UP TO 2 SEWER SERVICES AND 2 WATER SERVICES- CORP. STOP TO CURB STOP FOR 3 AND I SERVICES.. SEWER MAIN 1 1 "AN FOR 2.ALL RETJLIliEMEJYTS OF CITY 570.DETAILS N0.02880•B AND NO.OR730-2 SHALL BE MET- STRAIGHT COPPER PIPE SHALL BE USED 0 2 D 2'SERVICES - 3.CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE A MNNAIJM I OF VERTICAL SEPARATION DETAIL OF A SELECT MATERIAL RACKFILL AREA BETWEEN WATER AND SEWER SERVICES,DEPENDANT ON VERTICAL LOCATION OF EXISTING MANS, PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) 4.STATION CALLOUT5 ON SHEETSf.1 AND C.2 HAVE NOT BEEN UPDATED TO REFLECT ABOVE. INSTALLED CORPOR4TIL7N IN LINE WYE FITTING FOR PLUG GRANGE, STOP NEW INSTALLATIONS. L+� TAP MAIN AT 3/4' DLa MIN. SADDLE F`TTINGS ALLOWED SPRINGLINE. _ SERVICE PIPE FOR EXISTING INSTALLATIONS 2 ONLY UPON APPROVAL OF _ CITY 9F BOZEMAN SEWER I'1 JOINT SERVICE_ TRENCH DETAIL � 3 d DEPARTMENT. SCALE N.T.S. 4 11�1, CF4T ��ll� 6' MIN, SERVICE INVERT NO OM 111 `1111`��� �1�1'�11�ti� LOWER THAN SPRING ��Ill�l�lv.:111F�,l 1 s�ll � l� LINE Of FOR WYESEWEFITTINGS. MAJN MNER L NOTES: 1. WATER SERVICE LINES SHALL HAVE A MINNUM B 1/2 TOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE,EtcEPT THAT covER swu BE MEASURED FROM CENTER UK STREET CRAM WHEN SERVICE LINES AK WD TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SEANCE LINES SHALL HAVE A MAXIMUM 7 1/2 EDIT COVER AT 0JRS STOP. 2- WATER SERVILE LINES SHALL BE INSTALdE➢WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEEIDING SMALL.BE 1'CA MAXIMUM Wi1Hh B'OF SERVICE PIPE, 4, INSTALL CURB STOP SO THAT OPERATING KEY S PARALLEL TO STREET IN OFF-POSITDN, CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 RECORD DRAWING VERIFY WALE REVISIONS 1, DRAWN BY-. - PROJECT NUMBER ,� 'j' �i�,� �y INFRASTRUCTURE IMPROVEMENTS ASSOCIATED WITH THE AMMENDED PLATS OF THESE PRINTS MAYBE NO. DESCRIPTION DATE BY DSGN.SY:KDJ RE0110ED.LINE BELOW U� Ems,$ 315 N.25M Simm,Suds 102 r� VALLEY WEST SUBDIVISION PHASE 3S,3{.,and 3D SHEET NUMBER MEASURES ONE NCN GH MISCELLANEOUS 071D2I2M4 KDJ MOR i SON Bags.MT 55101 ,d. -APPR-BY:KDJ GRIGINAL GRAWIHG. 1■■■i11 V'1\1�1.1 VVV III .s.A,�.r�A BOZEMAN MONTANA 1D r*�/'1 saanuaea PATE:X=14 �. ,LAC JJ 1MAIERLE lNc. PhD :J406I 6564OD0 N0.1�SB PE DRAWING NUMBER Fax:(406)237.12D7 :r IIJ + ._ Q.C.REVIEW DETAILS �� WDDIY SCALE ACCORONOL11 ,1„A�.HPToy"own j c—v1y %, IsT tia,:- BY:Rs N:6`1S6YABACAGt4HEETS BIILTS5 N1 BULT:d PLOTTED8Y:CGGPER XRAUSE UN SeW'MWIA copnkKwrt a YCNrt saNluiEfLE.iNc...-4 ^llllll�.t A��.�*`Y OVATE:M 4