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HomeMy WebLinkAboutHighland Boulevard Phase 1 Reconstruction AS-BUILT PLANS FOR HIGHLAND BOULEVARD PHASE I RECONSTRUCTION THE KNOLLS AT HILLCREST CITY OF BOZEMAN, MONTANA JUNE 2008 LENGTH 0.35 MILES PROJECT LOCATION SCALES -- SEE INDIVIDUAL DRAWING SHEETS AND DETAILS REDUCED PRINTS ONE-[IALF ORIGINAL SCALE ALL SCALES ARE APPROXIMATE FEBRUARY 2oo6 A.D.T=7,200 r A]s DESIGN PERIOD=20 YEARS SCHEDULE OF DRAWINGS 11oren1AN SHEET# SHEET TITLE Is u.I a ws GENERAL PROJECT INFORMATION G-100 TITLE SHEET PROJECT LOCATION G-lol ABBREVIATIONS G-102 SURVEY CONTROL DATA G-103 TYPICAL ROAD SECTIONS G-104 TYPICAL ROAD SECTIONS Detail Callout G-105 GENERAL GRADING PLAN G-1o6 _PLAN AND PROFILE Detail Number 1 VICINITY MAP G-10 PLAN AND PROFILE G-Io9 7 Sheet Number a G-1o8 MEDIAN CURB STATIONING \LV N S'I*RF.P.Y G-log CROSS SECTIONS :- G-110 CROSS SECTIONS u�■i _.■°1 l j G-111 SIDEWALK RAMP DETAILS iiiiiili� SIGNING AND PAVEMENT MARKINGS ■■■■1■■■ ■1■■ -r —STA.18+g5.ou ■■ �'■u■� .. S-100 STRIPING AND SIGN PLAN ■■ ■■1■� CONSTRUCTION ?s 5-101 STRIPING AND SIGN PLAN AREA I:4Gl"RI VD' � � � r � �L CORRIDOR LIGHTING c STA.o+oo.00 , �l X. L-100 LIGHTING PLAN ELECTRICAL PLAN ES-1 ELECTRICAL SITE PLAN E-1 ELECTRICAL ONE-LINE DIAGRAM E-2 ELECTRICAL DETAILS,SCHEDULE,LEGEND '/ REVISION DATE: BY: REVISED FOR:_ N T HIGHLAND BOULEVARD LL PHASE I RECONSTRUCTION PROJECT ENGINEER: TSM I DESIGNED BY: TSM r�91� 3991 Vallc�Cuouuuus Bozeman Deaconess G—i O O Uri1�e , Bowman,M'I 5g718 Health Services CHECKED BY: TSM DRAWN BY: LAM xsea (AS-BUILT) l Ig06)$S7-1727 PROJECT NO: 06-007 DATE: JUNE11,2008 1 1 1 �� 4 y D nl ABBREVIATIONS k ANO CONE. CONCRETE F FIG: I`N FiI:+U4AM PEN. PENEMATION SLOI.OR S-07ED GRAIN V.L.OR VC VERTICAL CURVE a At CONO(TEL.) CONDUIT(SPECIFY TYPE) FA FEDERAL MD Vm NII OMFIER PERT. PFRFORII ED $P.STK. SLOPE STAKE V.C.CORR. VERTICAL CURVE OFFSET CORRFC CONN. CONNECTION F.0 FLOOD CONTROL. P.I.OR P POINT OF INTERSECTION SLY. SOUTHERLY V.C.M. YERnCAL CONTROL MONUMENT AA 0.1 ANNUAL AVERAGE DAILY TRAFFIC CONST, CONSTRUCTION M. rOOND L LLNGtH OF CURVE,LITER OR ANGLE IRON PLACE.PLATE OR PLANT S.P- STAND PIPE OR STATE PANF IOR VITRIFIED CLAY PIPE MS H10 AMERICAN ASSOCIATION OF STATE HIGHWAY CONST,PAT CONSTRUCTION PERMIT FDN. FOUNDAPON I.N. PDUNO P,L. PROPERTY LINE SPEC.PROV. SPEGAL PROVISION VEH VEHICULAR AND TRANSPORTATION OFFICIALS C. CORNER FE FENCE LENGTH OF CIRCULAR CURVE PUS, PLASTIC S.P.II.P. STEEL PIPE,HIGH PRESSURE VER1.OR VT VERTICAL AS. ABRUPT CORK. CORRECTED OR CORRUGATION FERI FERTILIZER :.C. LONG CHORD P,M. PRINCIPAL MERIDIAN OR PUNCH MARK SPK. SPIKE wt VITRIFIED A.[ ALUMINUM CAP OR ASPHALT CEMENT COV, COVER F.2.T.S.OR FETS FLARED END TERMINAN.SECTON L.D. LOOP DETECTOR ?.M.B. PLJJJI MIX BASE S0. SQUARE V,P. VENT PIPE ADD.EXC ADDITIONAL EXCAVATION C.P CATCH POINT F.G.OR F- FINISHED GRADE OR FRONT OF GUTTER LEND I-LNGtH OR LENGTHEN P.M P PERFORATED METAL PIPE SS.OR SS EMULSIFIED ASPHALT V.P,C-OR WC VERNGL POINT OF CURVE A ADJUSTED OR CRUSHED OR CREEK F.0.5. FINISHED GRACE STAKE ..F LINEAR TOOT P.M.S.OR PMS PLANT MIX SURFACING S.B.F.P. STRUCTURAL STEEL PLATE PIPE VIP OR VPI VERTICAL POINT OF INTERSECTION A.D.T AVERAGE DAILY TRAFFIC CRS. COURSE F.H. FIRE HYDRANT ,N LANE PHI. PERMIT OR SSPP V.PT.OR WT VERDCAL POINT OF TANGENCY AGE ASSOCIATED GENERAL CONTRACTORS OF AMERICA C.S OR CS CURVE 1 WA 0 SPIRAL FH FEDERAL HIGHWAY ADMINISTRATION LENGTH OF SPIRAL P0, OR ROC POINT ON CURVE 3S.PP A. STRUCTURAL STEEL PLATE PIPE ARCH ACC. AGGREGATE C.S.F,OR CSF COMBINATION SCALE FACTOR FIN. FINISH L 5 ;AND SURVEYOR P.O.L.OR POL POINT ON LINE OR 5SPPA W WEST AH. AHEAD C.S.P.OR CSP CORRUPTED STEEL PIPE FL FLUSH _T. Ir . P.O.S.OR POS POINT ON SPIRAL 3.5-P.PAC STRUCTURAL STEP: PLATE PIPE ARCH W/ WITH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE C.S.P.A OR CSPA CORRUCATED STEEL PIPE ARCH F.L.OR FL FLOW LINE P.0.5.T,OR POST POINT ON SEMI-TANGENT OR SSPPAC CULVERT W.B OR WE WESIBOUNG ARP. APPROACH Lt COURT F.O OR FO FIBER OPTIC CABLE MC"ER P.O.T OR POT POINT ON TANGENT S.T.OR ST SPIRAL TO TANGENT WC. WITNESS CORNER APPL. APPLICATION C.T.B.OR CTEI CEMENT TREATED BASE T. FENCE POST m) SQUARE METER P.O.V.C.ON POVC POINT ON VERDCA;CURVE Sr STREET W.L. WATER LANE APPROX APPROXIMATE CTR. CENTER M OR FR FRONTAGE rnl CUBIC METER P.?.OR PP POWER POLE_ STA. STATION W.Y. WESTERLY PPTBP AMERICAN ROAD AND TRANSPORTATION C.T.S.OR Cis CRUSHED TOP SURFACING FP. NU FROM/qCE ROAD PP. PAGES STD. STANDARD W/O 'WITHOUT BUILDERS ASSOCIATION CULV, CULVERT F.S.OR FS FORESIGHTm MILLIMETER m ( SpIARE MILLIMETER PRIEST. PRESTRESSED STD.SPEC. STANDARD SPECIFICATIONS W.P WING POINT ASPH. ASPHALT CY CUBIC YARD F7. FOOT OR FEET N MAIL MATERIAL PRIM. PRIMARY STK. STAKED OR STAKE WS WATER SE-RVICE ON WARPM ON VARIAE:IF AStM AMERICAN SOCIETY FOR TESTING AI MATERIALS TTG- FOOTING MAX MAXIMUM PROC- PROCESSING STL. STEEL WT WEIGHT . AV. AVENUE D DEGREE 0%CURVATURE DR IU7. FUTURE PRCJ. PROJECT OR PROJECTED STM. STORM GRAIN W1 WATER TABLE AVG. AVERAGE OISTRIBUTION OF TRAFFIC FWv FREEWAY M C HR ML. V NTA LURING PROT. PROTECT.PROTECTOR OR PROTECTION MCAT M(!NTANA DEPARTMENT OF TRANSPORTATION STPD. STAMPED W.V. WATER VALVE A AMERICAN WELDING SOCIETY OBL DOUBLE PT OR PT POINT OF TANGENT(END OF CURVET SM2 STRUCTURE OR STRAIGHT WW WING WALL OR WOVEN WIRE AZ. AZIMUTH U DEGREE OF CURVATURE(WITH SPIRALS) V GRAM MFAS M_ASVRED MET. MEIHAN PT. POINT SL'BO. SUBDIVISION D.O. DOWN IMAM G f.RADING Mrl MANHLLE P.T.W.OR P'W PRIESENT TRAVELED WAY SORT. SURFACE OR SURFACING Yp YARD 5 L. BALANCE DE OIFFERFNCE IN ELEVATION GA. CAGE MIN PVC,OR PYC POLYVINYI.CHLORIDE SURV. SURVEY YD( SQUARE YARD BBL OR BUI.S. BARRFL OR BARRELS DEFT. DEFLECTION GAL. GALLDM MINIMUM,MINERAL OR MINUTE MI5(. NISCF-LANEOUS PVT PRIVATE S,W. SOUTHWEST OR SIDEWALK YDI CUBIC YARD B.C. BRASS CAP OESC. DESCRIPTION CALIF GALVANIZED NKk. MAgTER PAR.OR PWR POWER(LINES) S,Y. SQUARE YARD O.C.R. BEGIN CURB RETURN CEST. DESTROYED GAR, GARAGE RING. CROSSING Ell OR BE BRIDGE END DE1 DETOUR OR DETAIL OECD. GEOOEIIC MAINLNE Q MNCPI MIT PEAK OISCHARCE(WATER) METRIC TON XSEC, CROSS SECTION 'ORDINATE L BEG. 9EdN DETG. DETECTOR G,L. GAS LINE MO MIN Ott. OUANTItt T TOWNSHIP.TANGENT LENGTH Bii BITUMINOUS OR BITUMEN O.H. DflILL HOLE G.L O. GENERAL LAND OFFICE ANON MONUMENT TE MENT ON PERCENT TRUCKS BK. BACK OR BANK D.H V DESIGN HOURLY VOLUME G.P.S.OR CPS GLOBAL POSITIONING SYSTEM q RANGE RADIUS OR RISE TAN. TANGENT M.P.G.OR MPC MIL-POINT OF C'JRVE BLOC. BUILDING 0.1. DROP INLET OR. GRADE A MUtCO MAN T.B.M. TEMPORARY BENCH MARK R.A.C.£.1. ROAD APPROACH CULVERT ENO TREATMENT T.B.0 OR TBC TOP BACK OF CURB BLN BLOCK DIP. DIAMETER GA GUARDRAIL CONTROL UNIFORM TRAFFIC;B.L.M.OR BLM U.S.BUREAU OF LAND MANAGEMENT O:ST, DISTANCE OR DISTRICT GIRD MILE YARD D GRID COL DEVICES OR RA R.A.P.OR RAP RECYCLED ASPHALT PAVEMENT 18R. TIMBER BLVD. BOULEVARD ON. DOWN GRIND. GROUND Y R SPIRAL CURVE RADIUS TEL OR TEL TELEPHONE B.M. BENCH MARK OP, DEEP GR.SEP. GRADE SEPARATION N NORTH R,C OR RC RAPID CURING TELC. TELEPHONE CABLE BNORY EJGUNDARY DR, DRMN OR DRIVE G.S. GRAVEL SURFACING R.C.B.OR RCB REINFORCED CONCRETE BOX TELG. TELEGRAPH N B OR NB NORTHBOUND BOT BOTTOM D7. DIICN G.S.P.OR GSP GALVANIZED STEEL PIPE R.C.P.OR RCP REINFORCED CONCRETE PIPE TFJ_P. TELFCHONF POLE NC. NORMAL CROWN BR. BRIDGE DTL. OE1NL OR OE IMLEU GTfl. GUTTER N.E NORTHEAST R,C oA.OR RCPP REINFOkCFO CONCRETE PIPE PITCH TEMP, TEMPEMNPE OR TEMPORARY BR BASE OF RAIL DWG DRAWING C.V. GAS VALVE RO. ROAD iHK. 'HICKNESS BRG. BEARING DY. PYLIGHI N.G.OA Nf. NATURAL G45 8.5. DR B5 BACKSICht N G.S.OR 4G$ NATONAL GEODETIC SURVD ROL ROAD TK, TACK AR 'IECTARE NL 4M1. RDWv. ROADWAY TOPOG. TOPOGRAPHIC _ U.S T. BITUMINOUS SURFACE TREATMENT E EAST OR EXTERNAL DISIANCE HOWL HEADWALL REC RECORD I.P OR TP TURNING POINT B,W,FE BARBED WIRE FENCE EASE.OR ESMT EASEMENT INC. HEADGAIE NLY NORTHERLY F N R0.OR W NUMBER E REFERENCE TR, TRACI Ed OR EB EASTBOUND H.I.OR HI HEIGHT OF INSTNtJMEhT REINF REINFORCEMENT TRANS. TRANSMISSION LINE OR TRANSITION C CUT E.C.R. END CURB RETURN N0. HOUSE N.W NORTHWEST N.W.EL. NORMAL WATER El EVAIION R RETAINING WALL TRAY, TRAVERSE E DISTANCMEASUREMENTCJA CONTROL OF ACCESS D.M,OR EUM ELECTRONIC DISTANCE MEASUREMENT NOR. HORIHORIZONTALRV,IV. RIVER TRH. tkIIWGUUTION LAC.OR CAC CRUSHED AGGREGATE COURSE OR MEASURER H P. HINGE POINT O R 0/S OFFSET R. REFERENCE MONUMENT T LENGTH OF TANGENT(CURVE WITH SPIRALS) CAL C. CALCULATED EG. EDGE OF GUTTER HT. HEIGHT O R.P.OR RP REFERENCF POINT,POST OR RADIUS POINT T.S.OR IS TANGENT TO SPIRAL C.A.P OR CAP CORRUPTED ALUMINUM PIPE ELEV.OR EL. ELEVATION HkT HUB h TACK 0C. JN CENTERS OR OVERHU)CROSSING OD. GUI FIDE DIAMETER R.R. RAILROAD IT.OR TT TRANSMISSION TOWER C CABLE N ELY. EASTERLED H.W. HIGH AFTER RT, RIGHT OR ROUTE TYP. TYPICAL O.G. CLU GROUND OR ORIGINAL GROUND RTE ROUTE C6 CURB ELT. EASTERLY HWY HIGHWAY OH 'WI,RHANG OR OVERHEAD C B. CATCH BASIN EMB EMBANKMENT R/W CBW CONCRETE BLOCK WALL EMUL. EMULSIFIED I INTERSTATE O'PASS UVERPASS RACILY OF WAY it UNIT RY RAILWAY G UNDERGROUND C.0 SIN. CLOG CORNER E 0 EDGE OF OIL LC. INCIDENTAL CONSTRUCTION F POWER GABLE,PIPE OR PRIMARY :INCI. UNCLASSIFIED ,DIN CONOIIIOIN EP. EDGE OF PAVEMENT D. IN P.OR I;;. OR PERFORMANCE GRACED SIDE DIAMETER S RATE OF FULL SUPERELEVATION,SLOPL J"ASS JNOERPASS PAGE GEM. CURBNI E0. EOUAnON IE INVtRi ELEVATION N R.PER FT-,SPAN,SOUTH OR SECONDARY J.S.C.$G5. J.S.COAST k GEODETIC SURVEY (k'. CURB k CUTTER F EXTERNAL dSTgNCE(WITH SPIRALS) Ih. INCH PEI FAVEMECK SA $ATELUTE(FOR TRAVERSF USE) J.S.CE. J.S.CORPS OF ENGINEERS P-S- Pill.ROX CHANNEL UR CHAIN E.S. EDGE OF SHOULDER INC INCORPORATED OR INCREMENT F f OR PC. FONT OF CURVE(BEGINNING) $AN.SEW SANITARY SEWER u 5.r-5- J.S.FOREST SERVICE I i CHANNEL CHANCE FSAI EQUIVALENT SINCE AXLE LOADS INCL. INCLUDED PC.C.OR FCl- FOUNT OF COMPOUND CURVE OR S.O.OR 59 SCUTHBOUND U.S.0 1. U.S GEOLOGICAL SURVEY _IIJ. CHORD E.I.W.OR ETW EDGE OF TRAVELED WA` INSTR. INSTRUMENT PORTLAND CEMENT CONCRETE S.C.OR SC SPIRAL TO CURVE OR SLOW CURING u.SPLS. U.S.PUBLIC LAND SURVEY CHISELED CROSS EW. END WAL. INT. INTERSECTION P.C.S. PNOJLCT CONTROL SYSTEM SOH- SCHEDULE C CURB INLET EX. EXISTING ITCH INTERCHANGE P E OR PC FRFL iMlNgkr ENGINEERING SOAK. SIDEWALK V DESIGN SPEED OR VELOCTY I. CIRCLE E%C EXCAVATION IVY. INVERT OR PROFE ENGINE ENGINEER S.E. SOUTHEAST V.A.P.N. VERTICAL ANGLE BENCH MARK CLASS OR CLEARANCE EXT EXTENSION I,P IRON PIN SEC. SECTION,SECOND OR SECONDARY r, CHAIN LINK FENCE(W/HEIGHT - ENGLISH) E%Wf EXPRESSWAY IRR :RRIGAUON 5EL SELECT .F CHAIN UNK FENCE(W/HEIGHT- METRIC) I,R.T.S.OR IRIS INTERSECTING ROADWAY TERMINAL SECTION S.G.,SG SUBGRADE - - CENTERLINE OR SUBGR = UN CMP CORRUPTED METAL PIPE JL-i, JUNCTION SHED.OR SH. SHOULDER C,N. CONCRETE NAL JP. JOINT USE POLE SHT, SHEET CO. COUNTY OR COMPANY SNP. SMCt.F C 0 CLEAN OUT SIP SIPHON LOMP COMPACTION 5 LID SEA LEVEL DATUM / REVISION DATE: 8Y: REVISED FOR: HIGHLAND BOULEVARD SHEET E Scale in Peet ' PHASE i399T Valley Commons Di-ivA• Bozeman Deaconess PROJECT ENGINEER: TSM ;DESIGNED BY: TSM I3oZe1tlalllMTS971R Health Services CHECKED BY: JJK DRAWN BY: TSM _ ,ly ABBREVIATIONS (AS-BUILT) G-101 (qo6)$R7-E727 PROJECT NO: 06-007 DATE: DECEMBER 14,2007 LINEAR & LEVEL DATA CENTERLINE COORDINATE TABLE LENGTH OF ROADWAY 1,852.32 ft STATION o+oo TO 18+52 LENGTH OF TRANSITION/TAPER 207 ft STATION 0+00 tO 2+07 STATION DESCRIPTION N OR Y E OR X REMARKS LENGTH OF 3-LANE SECTION 1196 ft STATION 2+07 tO 14+03 COORDINATE COORDINATE o+ao go POT 18861. i 580.¢�_ BEGIN PROJECT - LENGTH OF TRANSITION TAPER ft STATION 1 +o TO 18+ 2 t+ 2. t o . 6 i 82. CENTERLINE HOLLY DRIVE / 449 4 3 5 z+o .82 .519069-77 g979.03.17START TYP.SECTIONS N2& 519653.8 o. 1 CENTERLINE KNOLLS DRIVE; tz+ 6 PC 2 8 1 1579597.56 t +o y2 0z66. 8 7 6ogZ START TYP.SECCION r CL OF OLD HIGHLAND BLVD. { I L L + z. PI - zo 8.6t t 6oi. 8 18+ 2. 2 POT 2o628. 6 LJ798 52.76 PT END PROJECT BENCH MARKS STATION LOCATION DESCRIPTION ELEVATION - - \ \_ - - ASI-1 - a ur cnP 1+g7.1 3 2Q RIGHT_— TBM I,EX.WTR VALVE,HOLLY DR. g9gl, 3+73.66 ASI-1 1266 33'LEFT' ASI-2,ALUMINUM CAP SET 02 .82' _ — - - - NORTHING= 519941.1°t�� ¢+2z 1306.45 LEFT t1i6 CNR,t,-IN PIPE o t. 6' - to+7i'S8 578.o6'LEFT _ ASI-,,ALUMINUM CAP SET,BASIS OF BEARING _4486.72'_ EASTI NG= 1579016.61' _- - --- CITY ORTHO HT.= 4986.72' BEARING SOURCE --- - - - Ld GEODETIC NORTH AT: LAT N 460 39'56.103" LON W 1110 01'26.385" (NGS OPUS SOLUTION) COB/STATE PLANE: NORTHING 519941.1091' FASTING 1579oi6.6o6i' --- -- ---------- _ BEARING ESTABLISHED BY ALPINE SURVEYING,INC., is CNR BOZEMAN MONTANA, POINT LABEL ASI-1 NORTHING= 519301.7_4'----` EASTING= 1578279.69' —� \ CITY ORTHO HT.= 5031.36' LEVEL DATUM SOURCE ,',6CNR NGS OPUS SOLUTION,ASI-1 4986.72'. PIN SET BY HKM, 1121N�AS-z INC.,CONFIRMED BY ALPINE SURVEYING. ALUMCAP - - �i ASI-2 _ ELEVATION IS BASED ON CITY OF BOZEMAN DATUM, NORTHING= 519252.38' FASTING= 9578319-T5' T. NGVD29-15.437',CITY'S PUBLISHED SEPARATION FROM CITY ORTHO H _�602f82' - ---� TBM 1 NGVD 29. - -_ - = NORTHING= 519058.55' ---.\ EASTING= 1579626.31 CITY ORTHO HT:= 4991.15' ® 0 50 ino 20o REVISION DATE.- BY: —REVISED FOR: - HIGHLAND BOULEVARD SHEET / I7��� _— _ NTA I� Scalein Feet - PHASE Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM 4925Pf 1 11ASE 1 I4.,(nnimonsDrive - - - _ ;� SURVEY CONTROL DATA (AS-BUILT) G-102 Bozeman,MT$97,8 CHECKED BY: TSM DRAWN BY: LAM <,rrsE° W-)$87-1727 Health Services PROJECT NO: 06-007 DATE: DECEMBER 14,2007 \A1 TYPICAL SECTION NOTES: RIGHT OF WAY TYPICAL SECTION 1: TEMPORARY TAPER LANE FOR 207 FEET _ 45' 45, _ FROM EXISTING HIGHLAND BOULEVARD SECTION TO NEW 3-LANE 3 SECTION, O VARIES VARIES - z Z z DISTANGEVARIES _ 10' -�•�ISTANCEVARIES 2' 1 1'TRAVEL LANE MEDIAN VARIES yam_ IVTRAVELLANE _ _ 2' 10, �i� 5 _ TYPICAL SECTION 2: 3-LANE MINOR ARTERIAL STANDARD PER PAVED PED/BIKE PATH BOULEVARD CONCRETE CURB REMOVED EXISTING GREATER BOZEMAN AREA TRANSPORTATION PLAN. �f&GUTTER 1•,� ASPHALT AND CURB EXISTING z o zo% GRADE DISTANCE VARIES coNCRETECURR BC &GUTTER j' EXISTING PATHWAY ON WEST SIDE OF HIGHLAND REMOVED AND 2.0% TO T ! __ o REPLACED IN NEW ALIGNMENT AS SHOWN ON SHEETS G-108 THROUGH G-110. EAST SIDE PATH/SIDEWALK TO BE ! — CONSTRUCTED IN FUTURE PHASES(AS REQUIRED). 5"ASPHALTIC CONCRETE I-EXISTING 3'PLANT MIX BIT.SURF SURFACE COURSE EXISTING 5"PLANT MIX BIT-BASE COURSE —6'-1 1/2"MINUS BASE COURSE EXISTING IO"-2"MINUS C.B.C. 18'-6'MINUS SUB-BASE COURSE TYPICAL SECTION #1 (STA. 0+00.00 TO STA. 2+07.82) TYPICAL PAVEMENT SECTION DESIGN: PRESENT YEAR ADT: 7,200 VPD(TIS DATA COLLECTION FEBRUARY 2006) DESIGN PERIOD: 20 YEARS DESIGN YEAR 2026 DESIGN YEAR ADT: 36,500 VPD TRUCKS: 2.7% V: 35 MPH 18 KIP ESALs: 307 Daily GROWTH RATE: 8.5%ANNUALLY 1WRIGHT OF WAY 27 2'' _ C 27.2' la 1' BOULEVARD DISTANCE 2' 4' _ 11'TRAVEL LANE 2.2' le MEDIAN/TURN LANES 2 2' _ 11 TRAVEL LANE 4' 2' BOULEVARD w PAVED PED/BIKE PATH VARIES SHOULDER SHOULDER DISTANCE VARIES w z i Z SLOPE TO EXISTING PATHWAY NOTES: TO EXISTING GRADE 0. 01 5 5 0 SOIL STERILANT APPLIED TO THE SUBGRADE PRIOR TO af I z.o: ' n PLACEMENT OF GRAVEL BASE. 's�� ^� : .. - .� `=i=-=--__-_ �_ -- T -;- � — � - A CONSTRUCTION SEAL WAS APPLIED TO THE PAVED SURFACE 2-11"ASPHALT IMMEDIATELY FOLLOWING FINAL ROLLING AT THE RATE OF 0.08 PEDESTRIAN PATH ryw. - CONCRETE SPILL W CRUSHED GRAVEL BASE � CONCRETE CATCH CURB 8 GUTTER 6:1 FILL SLOPE GALLONS/SQUARE YARD. COURSE 0 112"MINUS) CURB&GUTTER `5"ASPHALTIC CONCRETE TO EXISTING GRADE 6"TOPSOIL SEEDED SURFACE COURSE OVER 8'W IDTH 6"-1 1/2"MINUS BASE COURSE `CONCRETE CURB &GUTTER le'-6"MINUS SUBBASE COURSE TYPICAL SECTION #2 (STA 2+07.82 TO 14+05.37) REVISION DATE: BY: REVISED FOR: L—�--�—, — -- I- -- -- HIGHLAND BOULEVARD SHEET Scale in Fee[ PHASE 1 3991 Valley cumnums lh-1,�. Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED: TAM /"�-1O^ Bozeman,M'I.59718 Health Services CHECKED BY: TSM DRAWN BY: LAM TYPICAL ROAD SECTIONS (AS-BUILT) ,V` JJ (406)587-1727 PROJECT NO: 06-007 DATE: DECEMBER 14,2007 I TYPICAL SECTION NOTES: 100'RIGHT OF WAY _27.2' _ 272' TYPICAL SECTION 3: 3-LANE MINOR ARTERIAL STANDARD PER GREATER BOZEMAN AREA TRANSPORTATION PLAN. 10' 1 1' BOULEVARD DISTANCE T _ 4� __i I'T_RAVEL LANE 22_ 4' 2.2'__I __ _72'T_URN LANE _ I I'TRAVEL LANE 4' 21 BOULEVARD PAVEDPED/BIKE PATH VARIES SHOULDER SHOULDER DISTANCE VARIES �w Z Z w w TYPICAL SECTION 4: 3-LANE MINOR ARTERIAL WITH FLUSH w w TO EXISTING GRADE MEDIAN STANDARD PER GREATER BOZEMAN AREA o0f 0 TRANSPORTATION PLAN. a a 2.0% 2.0% za% EXISTING PATHWAY ON WEST SIDE OF HIGHLAND REMOVED AND REPLACED IN NEW ALIGNMENT AS SHOWN ON SHEETS G-108 �.'; k -.-- — - - . ram z-uz"ASPHALT » ' _a '" THROUGH G-110.EAST SIDE PATH/SIDEWALK TO BE PEDESTRIAN PATH �:: F- CONCRETE SPILL - 6�.1 FILL SLOPE CONSTRUCTED IN FUTURE PHASES(AS-REQUIRED). 9"CRUSHED GRAVEL BASE - CONCRETE CATCH CURB 8 GUTTER - CURB a GUTTER _51 ASPHALTIC CONCRETE TO EXISTING GRADE COURSE(1-112"MINUS) - SURFACE COURSE CONCRETE MEDAIN UP TO B'WIDTH 6"-1 V2"MINUS BASE COURSE _CONCRETE CURB a GUTTER 18"-6"MINUS SUB-BASE COURSE TYPICAL SECTION #3 WITH MEDIAN (WITH NORTHBOUND LEFT TURN LANE SHOWN) (STA. 2+07.82 TO 14+05,37) TYPICAL PAVEMENT SECTION DESIGN: PRESENT YEAR ADT: 7,200 VPD(TIS DATA COLLECTION FEBRUARY 2006) DESIGN PERIOD: 20 YEARS DESIGN YEAR 2026 DESIGN YEAR ADT: 36,500 VPD TRUCKS: 2.7% V: 35 MPH 18 KIP ESALs: 307 Daily GROWTH RATE: 8.5%ANNUALLY w� --- 100'RIGHT OF WAY z 49'-52'VARIES 48'-51'VARIES " 1' _12' 1'+ DISTANCE VARIES Z a PAVED PED181KE PATH BOULEVARD _ VARIES' _ o - VARIES 4*1 CUT SLOPE K rz TO EXISTING GRADE a PATHWAY NOTES. a I I'TRAVEL LANE FLUSH MEDIAN(WIDTH VARIES) 11'MIN.TRAVEL LANE a 2.0% r SOIL STERILANT APPLIED TO THE SUBGRADE PRIOR TO 2% CONCRETE CURB a GUTTER PLACEMENT OF GRAVEL BASE. 2.0% 2-112'ASPHALT �.; �_ A CONSTRUCTION SEAL WAS APPLIED TO THE PAVED SURFACE TYPE B MIX PLANT s"cRUSHEDGNTMIXBASE - ' _ IMMEDIATELY FOLLOWING FINAL ROLLING AT THE RATE OF 0.08 VELCOURSE(1-V2'MINUS) ' y q., S"ASPHALTIC CONCR 4'` SCARIFY AND RE-COMPACT tz"of ''� GALLONS/SQUARE YARD. NATIVE SUBGRADE SURFACE COURSE GEOTEXTILE FABRIC MAY BE REQUIRED 6°-1 V2"MINUS BASE COURSE `._6:1 FILL SLOPE (TO BE DETERMINED IN FIELD BY ENGINEER) 18"-6"MINUS SUB-BASE COURSE TO EXISTING GRADE TYPICAL SECTION #4, (STA. 14+05.37 TO 18+52.32) ® " — VISION DATE: -BY:T REVISED FOR: H T GH 1 AI\I D BOULEVARD SHEET Scale in poet --- P HAS E 1 Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM .tJ911mmian,MT 5y^1Sr1Ve Health Services -- -- -------------- ---- - - TYPICAL ROAD SECTIONS (AS-BUILT) _1O4 CHECKED BY: TSM DRAWN BY: LAM (406)SR7-172y PROJECT NO: 06-007 DATE: DECEMBER 14.2007 CUT EXISTING PAVEMENT —1--'� PERPENDICULAR TO EXISTING CURBS AT PROJECT LIMIT STA 1B-52.32 North I \_ ------------- 1 I f -� 13+00 2+00 11.00 10-00� 9 00 800 7+OOi 6+00 5+'DOf 4 00 - \3+ 2 0 � 1+00 0+o rt PAVEMENT TO BACK OF PEDESTRIAN RAMPS INCLUDED WITH THIS PROJECT.OLD .nd U HIGHLAND BOULEVARD RECONSTRUCTION � ��� - _ - - 33VdSN3dq'p BETWEEN INTERSECTIONS WAS COMPLETED J� UNDER THE KNOLLS AT HILLCREST PROJECT. _ - -- - I -I - CONSTRUCTED ROADWAY TO END OF SIDEWALK LANDINGS ON KNOLLS DRIVEI 10 -1C � o _ z ;0 6o txo REVISION DATE: BY: REVISED FOR: �i 0 T q HIGHLAND BOULEVARD SHEET Scale in Fee[__ 91 PHASE 1 Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM gyg7 Vzen,HeY n,MT NDrivc CHECKED BY: JJK DRAWN BY: LAM S`r°��st° GENERAL GRADING PLAN (AS—BUILT) Boxenlan,MT 597)N Health Servtt',B$ _ 7 q 1.J� (qu6)589-17_7 PROJECT NO: 06-007 DATE: DECEMBER14.2007 ,1 STA 10+79.43(58.23'R) STA 5-92.55(54.24'R) p INSTALLED 30 LF OF 15"RCP WITH F.E.T.S. STA 5+92.55(27.20'R) INSTALLED 30.0 LF OF o (LENGTH INCLUDES F.E.T.S.) INSTALLED 48"DIA. 15"RCP WITH F.E.T.S I.E.OUTFACE=4962.40 CATCH INLET/STMH#29 (LENGTH INCLUDES F.E.T.S.) m TBC EL=4984.52 I.E.OUTFALL=4979.22 \ STA 10+79.43(27.20'R) 12"I.E.IN=4980.44 INSTALLED 48"DIA STA 7+98.21(35.20'R) 15"LE.OUT=4980.19 �+ CATCH INLET/STMH#32 INSTALLED 10"CAP AND(TWO) 1 \ GJ TBC EL=4967 44 TEMPORARY 2"BLOW-OFFS �c� I > PLAN AND PROFILE NOTES: o _108 12"I.E.IN=4963,63 PER CITY OF BOZEMAN�I I CONNECTED NEW 10'WIDE a 15"I E.OUT=4963.38 DESIGN STANDARDS I INSTALLED 3 SEPARATE p ASPHALT PATH TO REMOVED EXISTING CURB 1. SEE SHEETS G-103 AND G-104 FOR TYPICAL ROAD SECTIONS. FOR FUTURE EXTENSION 4"SCH.80Y��' EAST SIDE HIGHLAND STA 2+26AI Y EXISTING AT STA 0+00: o 100'R.O.W. _ IRRIGATION COND J m - - - - I UR ENDOF PROJECT LIMITS.NEW CURB AND GUTTER TIED INTO 2. WATER VALVES ADJUSTED TO FINISHED GRADE AS NECESSARY I O EXISTING R.O W.------ 54.4'TBGTBC E I --- EXISTING PC IN REMAINING CURB.1 - -----_ - ------- ------------------ -` 3. ADJUSTED MANHOLES TO FINISHED GRADE. RINGS USED UP TO 12 ------ ---------- --- 1 ------------------- 11'DRIVING LANEq 5+0 I 4+00 _ 9+00 2+0 TIED INTO EXISTING ASPHALT INCHES FOR ADJUSTMENTS. AN INTERMEDIATE SECTION WAS ADDED oa o+oo s+oo e I 6+ 0+00 1 14.4' ADJBELOW THE USTMENTXOVERG 2 INCH CONE ES. ANY MANHOLE REQUIRING 11+ 1 V DRIVING LANE 4. ALL CURB ALONG OUTER EDGE OF ROADWAY IS CATCH CURB, ALL INSTALLED 10'WIDE ASPHALT PATH -R13�- - -- # RAISED MEDIAN CURB IS SPILL CURB CONSTRUCTED TO COB INBrALLE 0'WIDE ASPHALT PATH EXISTING R.O.W. STANDARD DRAWING 02528-1 UNLESS OTHERWISE NOTED ON THE INSTALLED 4"SCHEDULE 80 PVC -- "-- f - " - i ------------------- PLANS. R15' - REMOVED EXISTING CURB IRRIGATION CONDUIT AND 30tldS N3d0 O BOd U I I � WEST SIDE FROM 2"BRESNAN CONDUIT --- Cox �. STA 0+00 TO STA 18+52.32 5. INSTALLED ALL STORM CATCH AND COMBINATION INLETS PER CITY STA 10+79.43(27 20'L) STA 5-92 55 27 20'L dy /§ NEW CURB TIED INTO- OF BOZEMAN MODIFICATIONS TO MPWSS(NEENAH R-3067 GRATE OR INSTALLED CATCH INLET#31 INSTALLED 76.5 LF OF 10"DUCTILE IRON PIPE ( ) c REMAINING CURB AT FROM REDUCER TO END CAP/BLOW-OFFS INSTALLED CATCH INLET#28 f wrc ■ EQUIVALENT.1 TBC EL=4967,44 4 a p TBC EL=4984.49 V ¢y� � STA 0+00 _.12"LE.OUT=4965.03 ti - Oz STA 7+96.81(43.99'L 'r°I � 12"LE.OUT=4981.03 INSTALLED 49.5 LF OF 12"RCP J ) n=1 '�. ®� PROJECT LIMIT AT WEST - J CONNECTED TO EXISTING REDUCER NsrALLEo ass LF of 12•RCP 6. REMOVED EXISTING CATCH INLETS AND STORM DRAIN UNDER STORM DRAIN PIPE O' O o \ SIDE OF PEDESTRIAN RAMPS �' I C INSTALLED IN KNOLLS DRIVE STORM GRAIN PIPE I � � '� � HIGHLAND BOULEVARD AT STATION 6+00. KNOLLS DRIVE EXTENSION a. *a&` 5010 YYPICAL SECT[)INS NO.2 d 3 TYPICAL SECTION NO.1 ADDITIONAL T RAVEL LANE TRANSITIONEDr`APERED TO WEST SIDE iIGHLAND - EXISTING PAVEMENT STA 2+07.8 7 D 14+05.37 STA 0+00A TO 2-07.6 PVI STA:2-61.29 M o PVI ELEV:4989.50 m LEGEND L' of K:72.60 ALG.DIFF:2.76% _+ _ U U U N w LVC:20022' 0ui -__-.._ -..-.-.-...-.--.._ 5000 a NEW EXISTING_ DESCRIPTION ww co Z o q2�°I0 CURB 8 GUTTER O --- - ---- -- - ® STORM DRAIN INLET o i SANITARY SEWER MANHOLE o '4'���/ TRAFFIC SIGN ._a o --__ G.DI F4-4.97� m e (CENTERIIINE) _A -- --- - /'/� /� tN -- -- .) 1 0 rn®_ I STA!8+77.94 rn N _ __ __ _��G,�� Al 19GC!o _._ _. FINISHED GRADE 1- L- K.7971 SANITARY SEWER U % -w-w-w- --. - LVC:396.50' i WATERLINE �i' L�I WATER VALVE o FIRE HYDRANT o \STING 121N WATEa I LIGHT POLE l+Jl -- -- - - ' Ex' --- --- ! - - -- -. -+•- 4"SCH.80 PVC IRRIGATION CONDUIT m _- _-- >' > - - ---- 2"BRESNAN CONDUIT g r CONCRETE� MEDI N �? - a a r WATER MAIN VERGES ! III X' I SEEDED MEDIAN TO WEST SIDE OF� �gym" in z/ ROADWAY Z l+ Z�+ 2 j a STA 6-4347 O -- --.. Z Q a w - > p z ❑ N W Oo N U ONi ❑ z R o W 2� Z> Z. i0z ❑ INSTALLED 12"RC STORM DRAIN a a F 0 _T ���� 1- I�� m STATION 10+79.43 Z y w l z v~i u N w LE.=4964.32 1'e6C �4EU 16 - 10+85 10+00 9-00 8+00 7+00 6-00 5+00 4+00 3+00 2-00 1-00 O+oo North REVISION DATE: BY: REVISED FOR: - N i 0 �5 5o 100 ID, HIGHLAND BOULEVARD SHEET Scale in Feet PHASE Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM 139gt Valley Cuuunuus Dri��eG 106 6ozeman,M7'59718 Health Services CHECKED BY: TSM DRAWN BY: LAM PLAN AND PROFILE (AS-BUILT) (.yo6)5N7-17z7 PROJECT NO: 06-007 DATE: DECEMBER 14,2007 PT.18-52.32 END OF PROJECT \ p/SrRPFO "F7 pTC STq S:'1rlA 96- \ 100'R.O.W 4, RS 71."- 93 AaSSr Po 513 3 �. \ 40 S90 oR/Ghl North PLAN AND PROFILE NOTES: o SB.sg CONNECTED NEWPATH TO EXISTING PAVEMENT 1. SEE SHEETS G-103 AND G-104 FOR TYPICAL ROAD SECTIONS. w -' \ STA 16+11.51(2372'R) o INSTALLED 36"CATCH INLET#36 a'\ TBC EL=4944 92' 2. EXISTING WATER VALVES ADJUSTED TO FINISHED GRADE. I.E.OUT 422 LF OF 12'RCP WITH F.E.T.S.' INSTALLED 22 LF STA 13+28.57(50 7T R) INSTALLED 30 L 3. ADJUSTED MANHOLES TO FINISHED GRADE. F OF 24"RCP WITH F E T 5. (LENGTH INCLUDES F.E.T.S.) j (LENGTH INCLUDES F.E T.S.) I.E.END OUT=4940.69' / I E END OUT=4950.26 INSTALLED 10'WIDE 7B+ � � � 4. ALL CURB ALONG OUTER EDGE OF ROADWAY S CATCH CURB, ALL ASPHALT PATH "'\ °p \ STA 13+28.57(26.30'R) C,-108 RAISED MEDIAN CURB IS SPILL CURB AND IS CONSTRUCTED TO COB TBC EL LED 6 STAND 0�DIA.CATCH INLET I STMH#35 100'R.O.W. STANDARD DRAWING 02528-1 UNLESS OTHERWISE NOTED ON THE \ NF 15° ROW _ 24"LE IN=4950.85' _ O.W. LL+ --- 2 E.01IT=495085'— — — — — . p / _ ___ ___________ ______ 52.4'_TB_C-T_BC_______ __ 5. INSTALLED ALL STORM CATCH AND COMBINATION INLETS PER CITY A OF BOZEMAN MODIFICATIONS TO MPWSS(NEENAH R-3067 GRATE OR 14+00 r - EQUIVALENT). 12+00 11'DRIVING LANE 11+00 10+00 14L4'7BC-TBC 1- 6. REMOVED EXISTING CATCH INLETS AND REMOVED/ABANDONED EXISTING STORM DRAIN UNDER HIGHLAND BOULEVARD BETWEEN 1r DRIVINGLANE STATIONS 13+00 AND 14+00. ALSO REMOVED EXISTING STORM DRAIN Ewsnrc Ro.w SYSTEM ON OLD HIGHLAND BOULEVARD AT HIGHLAND BOULEVARD R=40' I - �40, --Q INSTALLED 10'WIDE ASPHALT PATH INTERSECTION. POND OUTFLOW STRUCTURE I L _l STA 13-28.57(26.20'L) R.O.W. INSTALLED AS PART OF - INSTALLED 60"DIA.CATCH INLET/STMH#33 THE KNOLLS AT HILLLCREST I r Np TBC EL=4955.65 (DEEN DESIGN AND INSTALLATION ' I I TION PO 21-LE IN=4951.66 PER COB FIG A-2 MAY 2001 II ! T 24'LE.OUT=4951.34 INSTALLED 48.6 LF OF 24"RCP TO STMH#35 --- TYPICAL SECTION NO.4 _ ..TRANSITIONE RAPEREO TO.- - TYPICAL SEC IONS NO.2 8 3 EXISTING AVEMENT ----- -_-1TO 14+05A STA 14409.1TO 18+52.3 - - - _.... -....._.._..._._. I - STA 2+07B 49 70 b LEGEND 919 PVIELEV:494905 1_41 o - NEW EXISTING DESCRIPTION K 82.00 ALG DIFF: 360%L3LVC:294,91' r7�, > 'FINISHED GRADE _ CURB&GUTTER ,I w m (CENTERLINE) Z06„lo STORM DRAIN INLET I n m SANITARY SEWER MANHOLE U c� U i TRAFFIC SIGN rn >4950 SANITARY SEWER o PVI STA:1 +06.63 -•—° - WATERLINE PVI ELEV: 959.41 c K.70. 1 WATER VALVE ALG.DIFF:3 47% a 1 AIL LVQ 24 4V _ J( FIRE HYDRANT � M 1N- �.,BajE%� F m LIGHT POLE n r:aa•: — — 7 yitiN� _ z 4940 4"SCH.80 PVC IRRIGATION CONDUIT m -'- - - - - 2"BRESNAN CONDUIT T UZ w CONCRETE MEDIAN b' G SEEDED MEDIAN O z 01 i uq w 0 -- a530 w 3,yW LL i s 4y7� - r� w -_ 18+45 18+00 17-00 16+00 15+00 14+00 13+00 12+00 11+00 10+76 M ME REVISION DATE: BY: REVISED FOR: HIGHLAND BOULEVARD n z5 n 00 NT`q� SHEET Scale in Feet iP?I o Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM - wasae z PHASE 1 3991 Valley CO mmonx Ilricr -- �� O J o B('(go6)587-1717'x Health Services PROJECTT NO: 06-07M DATE:N DECEMBER 14,2007 %""k, ,,� PLAN AND PROFILE (AS-BUILT) / --------------- EXISTING CURB AND GUTTER-� - 15ti: i STA:5+39.64 STA:4-86.44 OFF:4.21'R STA:4+72.44 - - - OFF:4.19'R N OFF:7.20'R ` STAA+89.44 � STA:4+69.44 STA:3+2T61 STA:2+29.61 ,+ OFF:720'R F:7.0'R OFF:4.80'R T STA:6+59.64 < - _- - _ OFF:7.20'R STA:7+59.64 J OFF:4.80'L r OFFA.80'L N RB&GUT_TE_R o 14,40' R=3.0' _ R-3.0' CURB&GUTTER - B7• -- - .--__ MEDIAN - _ _ ------ = 1 STA:2+29.61 _ OFFA.80'R STA:7+59.64 OFF:7.20'L + - STA:4+69.4 STA:4+47.61 OFF:7.20'L STA:4+86.40 OFF:7.20'L OFF:7.20'L OFF:4.19'L STA:4+72.40 OFF.4.21L - - rl0'ASPHALT PATH - - - - - - -_ 10'ASPHALT PATH SOUTH MEDIAN SCALE:1 IN=20 FT - --- North m -- - - - - - Z O CATCH CURB 8 N STA:10+59.04 STA:8+27.65 cn STA:13+49.04 �� OFF:7.20'R OFF:7.20'R m __OFF:4.80'L - ^ STA:11+79.04 ec- '`- STA:12+93.63 F STA:8+22.65 `-� z OFF:4.80'L� u OFFA.80'L N - - - - - _- OFF:220'R _ -_ - f CURB&GUTTER - 14A0' R=5.0' MEDIAN __-____ STA:13+49.04 - OFF:7.20'L ',__STA:12+93.63 "-- - - --- STAB*22.65 OFF7.20T OFF:2.20'L OFF:7.20'L 10'ASPHALT PATH 1 U ASPHALT PATH W i o m LEGEND: NORTH MEDIAN SCALE:1 IN=20 FT MEDIAN CURB NOTES: 15 00 CENTERLINE STATIONING (PROPOSED) ALL RAISED MEDIAN CURB IS SPILL CURB CONSTRUCTED TO COB STANDARD DRAWING 02528-1. CURB AND GUTTER PAVEMENT MARKINGS K SIGN o a PAVED PATHWAY RAISED MEDIAN REVISION DATE. BY: REVISED FOR: � 0 '° 2° ° N A q HIGHLAND BOULEVARD SHEET M -Scale in Feet PHASE 1 Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNEDBY: TSM vasvr e an 11''5 I ° ° MEDIAN CURB STATIONING (AS-BUILT) G-108 Bozeman,h1'1'Sy71ri CHECKED BY: TSM DRAWN BY: LAM (qo')5R7-1727 Health Services PROJECT NO: 06-007 DATE: DECEMBER 14,2007 - AL b 111 i HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 STA 2-00.00 STA 3+00.00 HIGHLAND BLVD PH 1 ;,�o�, soeo 5000 5000 Bra 1-09.00 HIGHLAND BLVD PH 1 STA 0f00.00 6016 5015 4995 `I 4995 4995 \ 4995 ow 5005 _ O 6010 -__ 5010 -. 4990 4990 4990 \ _ 4990 soon qq gg. 5005 - 5005 -_ -- 4905 F, $ n $ $ R R o g $ P, S Y T '+ T Y e985 4985 x m m v1 y M N o i i M a 1 m a�8, 4985 ass5 avae o o A o n _ -- - - $ HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 5000 0 0 0 om m 5000 w a - - -- - 4ysn 5000 STA 5+92.55 5000 STA 6+00.00 iq N y n + + + 4990 5000 50M HIGHLAND BLVD PH 1♦ __ ____ - - STA 5+00.00 " 5005 5005 4995 -� � �. 4995 _.. ..I 4995 4995 HIGHLAND BLVD PH 1 - - -- STA4+00.00 4990 I 4990 - -- 5005 5005 5000 �" 4990 49W Ftl 5000 -- 5000 4995 __ -� a":'% 4985 .. 4985 4985 4985 I OF 4995" \ _ 4995 4990 - -4990 49M 2• - 4980 1 is" \ .19M 4980 0 .01 _ \ 4985 4975 ~ 4975 W Ili 4990- ---_- --- - - 4990 4985- - --- - g { LL 4975 $8, 4975 W LL 4980 4970 4970 4985 m o N q o N a N o o 8 4985 4980 I 'n, _ __o, •I _ °o�No ,p F a s r• EXISTING GRADE W LL i _a FINISHED GRADE 4975 B,,m��qnNo onno8i,ohm$+, 4975 4965 oioNq No oOIISco z� mm 4965 I?IT gggg uo 9955$ W IOi HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 STA 7+00.00 STA 7+50.50 EXISTING GRADE �FINISHED GRADE 4995 4995 4995 4995 ELEVATION ELEVATION AT CENTERLINE AT CENTERLINE -1- HIGHLAND BLVD PH 1 4990 - 4990 4990 - ._. '. -._ 4990 STA 8+00.00 _._. 4990 an _ _ HIGHLAND BLVD PH 1 4985 "---- \I\I i _ 49 _ 4985 STA 9+00 00 85 _.= .� 4985 - — -- — 4985 _ z 4985 4985 4980 4980 7: 4980- — g t 1 — - L 49W 4980 4980 4980 4980 _ P. I _ ,0 C OP{@ { - ----- 497b 4975 11 �a > Lu 4975 o 0 0 0 0 0 0 0 0 4975 4975 ---o 4975 4975 W LL - ?c � + «e%�e ��r m 8i pp 1'R ppppIE. UT=47B.o 4975 �m�0000 No oNoy�oo 08 ea 1 i i< 4970 g Q gp 4970 + i+Iainen p W i f t 4 4 f f + D 4970 W LL 4970 4 $$��� q`�3N �$na8ioon mm c a c G Z5 SD OD REVISION DATE: BY: REVISED FOR: NT q y 02-2-07 TSM MDT 8 COB COMMENTS HIGHLAND BOULEVARD - PHASE 1 SHEET H T T / ® tT - Scale In Feet -07 TSM MDT 8 COB COMMENTS (� T 03-28 1J 1J 1 04-19-07 JJK STORM DRAIN REVISIONS I CROSS SECTIONS Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: JJK 05-29-07 TSM MDT COMMENTS N u92sPE G-109 3991 Valley Commons Drivc ' cExsc° i yt STATIONS o+oo TO 9+oo Bozeman,M'1'59718 CHECKED BY: TSM DRAWN BY: JJK �` A (go6)g87-1'727 Health Services PROJECT NO: 06,007 DATE: OCTOBER16,2006 1�' i HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 STA 11+00.00 STA 12+00,00 4970 4970 4965 4965 i HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 - - --- -- STA 10+00.0 STA 10+79.43 - - - - -- - 490 4980 4970 - - -- l -- - 4970 4965 - I-I- I -�w - - - - -4965 490 -- - - ` 4960 I i -� N _T 0 4975 4975 1',;�'� 4 e - 4965 4960 0 0 4960 4955 - --4955 po _ % - a I 4970 - - - -4970 4960 ---- _ - - 4960 4950 W LL 4950 0 � W u v �a D 4965 W LL 4965 4955 r- Q„ a955 o0 oNnvoEpp- $ om, aopn19 YmNo oNm o00 HIGHLAND BLVD PH 1 STA 15+00.00 4960 490 HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 STA 13-0.00 STA 13+28.57 HIGHLAND BLVD PH 1 i STA 14+00,00 4960 4960490 I T LEEI16-1 T H I L 4 49604980 4960 �fB ELIV 4956.0 LIT IN t.k _- 4955 -4955 4955 \� - --- r- 4955 4955 - --- - - -- - 4955 \ 4955 4955 4950 4950 4950 -- - - 4950 49 - - - - 50 4950 4945 4545 ........- . 1 # 4945 W o oY o 0 o LLo 0 0 0 0 0 0 0 4945 4945 } - a - - 4945 4945 w LL 4945 -n m n 4940 4940 4940_- 91 - - 4940 4935 0 0 0 0,1 N o LLo 0 0 4935 - 4935 �$oQa$4o d�m 4935 HIGHLAND BLVD PH 1 HIGHLAND BLVD PH 1 STA 16+00.0 STA 17+00.00 - 4950 4 � � � II 490 4995 - - 4945 --- - y-� --- RIGHLAND BLVD PH I S A18+00.0 4935 4935 4945 - -' -- 4945 4940 _ 4940 _. HIGHLAND BLVD PHI "' . a STA 16+1L51 e a w u. - -- 490 4950 _ w LL- -- - 4930 - 4930 4940 4940 4935 4935 -- n �m� ��yco�Io Ne�i ��� � �e+oNnavoimnm� _ _va 4945 -- - - 4945 4926 4$o�� $ Ro oR�g� orw � 4925 25.9LF Or HIGHLAND BLVD PH 1 Ir RCa STA 18+45.00 100 4940 - �-w_.. - 4935 4935 4940 --- ----- -k- J EXISTING GRADE a . 4930 -; I 4930 FINISHED GRADE 4935 _. 4935 »� ............._. - ro.y o 0 Jx o� W LL z 4925 W u 4925 W 4930 pp 4930 8i$�$8i$Fi Rio oN�v�Qoc�B+ Obi h q N N +8 O N p 8 A + + + + + X 1 + + i + + + + E%ISTINGGRADE FINISHED GRADE ELEVATION —ELEVATION AT CENTERLINE AT CENTERLINE - REVISION DATE: BY: REVISED FOR: 510 02-20-07 TSM MDT B COB COMMENTS NTA HIGHLAND BOULEVARD - PHASE 1 y� f Scale in Fee[ 03-28-07 TSM MDT&COB COMMENTS 'f :I * SHEET 04-19-07 JJK STORM DRAIN REVISIONS CROSS SECTIONS _ :j991 VNllcy l'uuuu°nn Ilrivc Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: JJK 05-29-07 TSM MOT COMMENTS 1 25AE �- O CHECKED BY: TSM DRAWN BY: JJK ENSt� °t STATIONS to+oo.00 TO 18+45,00 Bozeman,MT 7-16971R Health Services -- S't'A L,11" (406)SB7a7z7 PROJECT NO: 06-007 ,DATE: OCTOBER 16,2006 i 0 0 m I I N O W vJ �DEWALK CONCRETE CONCRETE RAMP - � SLOP,_-2 Sii CONCRETE w RAMP O ASPI{ALT 7RA/1 3�2g 3 N c= b SP ¢ Q RAMP 6.50' RAMP 3 Y n .50, `N N SIDEWALK CURB RAMPS SIDEWALK CURB RAMPS NW CORNER HIGHLAND BLVD& NW CORNER HIGHLAND BLVD& OLD HIGHLAND KNOLLS DRIVE s a TRAIL CROSSING o `r SOUTH OF KNOLLS DRIVE 1 3 w 0 (6.50' 6.50' 5.5' RAMP I � A 4.5 o� o~ o oz o= o y Q a J 0 O Ql SIDEWALK CURB RAMPS SIDEWALK CURB RAMPS SW CORNER HIGHLAND BLVD& SW CORNER HIGHLAND BLVD& _ OLD HIGHLAND KNOLLS DRIVE m i NOTE: RAMPS CONSTRUCTED PER MDT STANDARD DRAWING 608-35,FEBRUARY 2005,AND CITY 3 OF BOZEMAN STANDARD DRAWING 02529-8,APRIL 2006. o w a `z 0 U_ 2 0 Q W J O m O 2 REVISION DATE: BY: REVISED FOR: 5 0 - *� µT �q;* HIGHLAND BOULEVARD SHEET Scale in Peet PHASE 1 Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM i°vzsP[ o 399ti Valle),Common.Urlve G-1 1 1 QoZeR1en ti,.,.,y;,B CHECKED BY: DRAWN BY: �., %'°EA=`° ' SIDEWALK RAMP DETAILS AS-BUILT) (q06)587-1727 Health Services PROJECT NO: 06007 DATE: DECEMBER 14,2007 L1�` j I z Z L9 4 Y at y O - F �M ?NO /� Na Zvoio North 'Of OwNft17 rnw wira V '-' � > NOm l w N Zan w a\'�r//ILaJI m_- a z N m 5'to Face of Curb - �� w�, YELLOW FLEXIBLE DELINEATORS YELLOW FLEXIBLE DELINEATORS 3 YELLOW FLEXIBLE DELINEATORSI �. N - -- INSTALLED PER MDT DWG.619-40 1 V INSTALLED PER MDT DWG.619-00 NSTALLED PER MDT DWG.619-00 \ J = - 52,4'TBC-TUC ---_-_--- Face of Curb -� 1 V DRIVING LANE 14N - I � 11'DRIVING LANE 10'WIDE ASPHALT PATH 10'WIDE ASPHALT PATH _ L- ---- _ J z A f m 1b-0 YELLOW FLEXIBLE m S-1 0 z DELINEATORS _ S•100 m O m N t7 A INSTALLED PER 7 M. n T m "N'I T m n A X m e MDT DWG,61940 tJ1 s a - _ :a2to mX O bm � r�}ry �" r'`rT O x Zi�il Iy�-, D of Curb .�01 A F/jOZel ��O AFo0z m �� VD0 �XAX ;ZXOz O 10c1 -�Z �Z `?:L Z ZZ Z O ZTURNBAY220FT - -- ?r - - TURN BAY 220F7 of Curb Z N STRIPING AND SIGNS, STATION 0+00 TO 11+35 TYPICAL DELINEATOR PLACEMENT SCALE:1 IN=50 FT NOT TO SCALE WHITE 4'LANE LINE- WHITE 6"LANE LINE -- WHITE 4"LANE LINE WHITE 4"LANE LINE- WHITE 4^LANE LINE EXISTING CURB AND GUTTER REMAINING _ YELLOW 4"LANE LINE Yel-LOW 4^LANE LINE 4' 0.67• 11.00 CURB&GUTTER 2 TIED TO EXISTING CL•CL WHITE MEDIAN 11.00' YELLOW 4"LANE LINE 11.00 CL.CL 2'YELLOW PAINT @ 20'O C DOUBLE YELLOW 7+9I2,00 STOP BAR T- 1,92 41 (INTERIM MARKING 14.440' 2.W 20.00'--I,� 6' 1L00 ° CURB&GUTTER I - �" 5.0' 1111 14,40' MEDIAN -- 2-00' Io J'I-- 20.00' - �`DOUBLE 4"YELLOW PAINT - �-- (INTERIM MARKIN - 11.00' 0 - CURB 8 GUTTER MEDIAN CURB&GUTTER MEDIAN YELLOW 4"LANE LINE 11.00, YELLOW 4"LANE LINE 11 DO' 0.67' _ 2. �• - 11.00' WHITE 4"LANE LINE 1- 4' 4' 4' _ -- 4 WHITE FLEXIBLE DELINEATORS— WHITE 4"LANE LINE F WHITE 4"LANE LINES WHITE 4"LANE LINE- WHITE STOP BAR AND 12'ASPHALT PATH LEPER MDT DWG,61940 =_i,�gp CROSSWALK LINES WH TE LANE LINE - �TO STA 3+07.51 10'ASPHALT PATH R 115.00' _ _ 10'ASPHALT PATH - 10'ASPHALT PAT KNOLLS DRIVE INTERSECTION (-2-� MID-BLOCK CROSSWALK _ r1 HOLLY DRIVE INTERSECTION SCALE:1 IN=20 FT SCALE:1 IN=20 FT SCALE:1 IN=20 FT Q C STRIPE, PAINT AND SIGN NOTES: o a 1. ALL PAVEMENT MARKINGS APPLIED ACCORDING TO MDT ' STANDARD SPECIFICATION 620. LEGEND: m 2. DUE TO TIME OF YEAR AND WEATHER CONSTRAINTS, g STRIPING WAS APPLIED USING PAINT. WHEN CONDITIONS CURB AND GUTTER SIGN SCHEDULE, STATION 0+00 TO 11+50 �_ STATION OFFSET TYPE ALLOW,THERMOPLASTIC WILL BE APPLIED AS SHOWN. SIZE COMMENT PAVEMENT MARKINGS 1+13.32 36.19' RT W11-2&W16-9P 30"x30" EXISTING CROSSWALK AHEAD SIGN REMAINED IN PLACE 3. INSTALLED YELLOW FLEXIBLE DELINEATORS ON ALL 2+14.67 46.16' RT R1-1 WNW" EXISTING STOP SIGN ON HOLLY REMAINED IN PLACE RAISED MEDIANS.PER MDT DWG.619-40 3+02.00 31.20'LT W5-1 30"00" NEW SIGN,ROAD NARROWS WARNING. INTERIM UNTIL FUTURE EXPANSION COMPLETED Z SIGN 3+42.00 31.20'LT R2-1 24"x30" REUSED EXISTING SPEED LIMIT SIGN < 4. AREA WITHIN CURB&GUTTER MEDIAN FILLED WITH 4+70.00 31.20'RT W11-2&Wt6-7P WNW" REUSED EXISTING CROSSWALK SIGN,POSITIONED AT STOP BAR AS SHOWN TOPSOIL AND SEEDED. _ 4+69.00 31.20'LT W11-2&W16-7P 30"x30" REUSED EXISTING CROSSWALK SIGN,POSITIONED AT STOP BAR AS SHOWN PAVED PATHWAY 5+36.00 31.20'RT R2-1 24"x30" REUSED EXISTING SPEED LIMIT SIGN 5. ALL NEW SIGNS INSTALLED IN ACCORDANCE WITH THE 7+47.00 31.20'LT W11-2&W16-9P 30'x3W REUSED EXISTING CROSSWALK AHEAD SIGN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), RAISED MEDIAN 7+70.50 51.00'LT R11-1 30"W INSTALLED NEW STOP SIGN LATEST EDITION. 9+67.00 31.20'LT W3-5 30"x30" REUSED EXISTING REDUCED SPEED AHEAD SIGN - 6.SEE SHEET S-101 FOR TYPICAL TURN BAY MARKING DETAILS ® " REVISION DATE_ BY: REVISED FOR: - HIGHLAND BOULEVARD SHEET , i N Scale in Feet Bozeman Deaconess -- "49� PHASE �y PROJECT ENGINEER: TSM DESIGNED: TSM -1 O O 3gglVall"a`otm"anx 597,11 •e -- ` ,_`° STRIPING AND SIGN PLAN (AS-BUILT) Bozeman,M'1'SgytB Health Services CHECKED BY: TSM DRAWN BY: TSM (q06)587-t727 PROJECT NO: 06-007 I DATE: DECEMBER 14,2007 I '1� I r O D END OF PROJECT 0 YELLOW PAINT TIED INTO EXISTING DOUBLE YELLOW LINE AT END STA ./ 18+43.31,7.40 RT North WHITE 4"LANE LINE WIDTH VARIES STA14+73.29 OFF.9.98'R� STA:14+6t26 TURN BAY 270 FT OFF:24.34'R WIDTH VARIES TBC-7BC WHITE B'LANE LINE_ ADDED R4-7 1 _ _STAA 4+61.47 FROM STA 11+99.00 KEEP RIGHT® t 1.00' 12-00 OFF1.901 STA:13+51.12 YELLOW FLEXIBLE DELINEATORS -5 -- - _ STA:14+66.64__ ----__ 11.00' /—INSTALLED PER MDT DWG-fi19-40�� :1D.32'L OFF:543L 47 ------_--_ STA73+51-08 0.8T STA:14+61.26 20.00' 8' OFF:20.70'L ~I - _ WHITE 4"LANE LINE \ STA:13+49-05 =40.00' 11.00 R REUSED EXISTING SIGN __ \ OFF:21.20'L YELLOW 4"LANE LINE (RL-100) _ REUSED TING SIGNS \ CURB 8 GUTTER MEDIAN- EXIS I IN SPECIFIED LOCATION O R=40.00' REUSED EXISTING SIGN (RI-1:STOP SIGN, h - IN SPECIFIED LOCATION O II R5-3:NO MOTOR VEHICLESI - (RI-1:STOP SIGN, 2 R5-3:NO MOTOR VEHICLES) _ I REUSED EXISTING SIGN -IN SPECIFIED LOCATION N = (R1-1:STOP SIGN) 1 OLD HIGHLAND BOULEVARD INTERSECTION \ SCALE:1 IN=20 FT STRIPING AND SIGNS, STATION 10+50 TO 18+42 = SCALE:1 IN=50 FT Q STRIPE, PAINT AND SIGN NOTES: TYP.FLEXIBLE DELINEATOR TYP.FLEXIBLE DELINEATOR TYP.FLEXIBLE DELINEATOR c 1. ALL STATION AND OFFSETS SHOWN FROM CENTERLINE OF HIGHLAND BOULEVARD. LEGEND: ------------- --` O f24"STOP BAR WHITE B"LANE LINE 2. ALL PAVEMENT MARKINGS APPLIED ACCORDING TO MDT 15+00 CENTERLINE STATIONING (PROPOSED) m STANDARD SPECIFICATION 620. 29 DISTANCE PER PLANS T 3. DUE TO TIME OF YEAR AND WEATHER CONSTRAINTS, CURB AND GUTTER TYPICAL TURN BAY MARKING Z STRIPING WAS APPLIED USING PAINT. wHEN CONDITIONS SCALE:NTS ALLOW,THERMOPLASTIC WILL BE APPLIED AS SHOWN. PAVEMENT MARKINGS 4. INSTALLED YELLOW FLEXIBLE DELINEATORS ON ALL ;1 RAISED MEDIANS.PER MDT DWG.61940 a SIGN 5. AREA WITHIN CURB&GUTTER MEDIAN FILLED WITH PAVED PATHWAY TOPSOIL AND SEEDED. SIGN SCHEDULE, STATION 10+50 TO 18+52 STATION OFFSET TYPE SIZE COMMENT 6. ALL NEW SIGNS INSTALLED IN ACCORDANCE WITH THE RAISED MEDIAN 13+71.00 61.00 LT R5-3 30"x30" REUSED EXISTING SIGN,NO MOTOR VEHICLES,ADJACENT TO PAVED PATHWAY. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), 13+81.00 68.00 LT R1-1 30"x30" REUSED EXISTING SIGN,STOP SIGN FOR HILLCREST ACCESS DRIVE. LATEST EDITION. 14+48.00 59.00 LT R5-3 30"x30" REUSED EXISTING SIGN,NO MOTOR VEHICLES,ADJACENT TO PAVED PATHWAY. 14+61.00 27.20 LT RL-100 18"x18" REUSED EXISTING SIGN,TRAIL ACCESS AND PARKING. 7. SEE SHEET S-101 FOR TYPICAL TURN BY MARKING DETAILS REVISION DATE: BY: REVISED FOR: N T p HIGHLAND BOULEVARD SHEET NOW Scale in Feet Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNEDBY: TSM 4925PE PHASE 1 5-101 a99t\'alley Cunuuuns Urive _—_ "sO Bozen18n,34T59718 Health services CHECKED BY: TSM DRAWN BY: LAM - �avAL ,11u STRIPING AND SIGN PLAN (AS-BUILT) (406)g87-t727 PROJECT NO: 0"07 DATE: DECEMBER 14,2007 I n ti G w c\ \ \Si \\\ FUTURE SIGNAL POLEI STREET LIGHT _ \\ (NOT INSTALLED WITH THIS PROJECT) North ❑ \ �\ W S2 1 j / S3 } —I J S4 g5 - O 4 ——— -—————————————— --------- ---------- ----------_--------- --------------------- --- HIGHLAND BO LEVARD J S1 L W, 30VdS N3dO Saund t+ JN FUTURE SIGNAL POLE/STREETLIGHT aw ps S j (NOT INSTALLED WITH THIS PROJECT) p 1n ao _V W� lr 1 J �I °I ° �I °I ° ��`•�Iaa��`'�ttii z n 0 0 c c NOTES: STREET LIGHTS k STATION OFFSET MANUFACTURER GARDCO-GULLWINGGIB S1 17+17.32 28.3' 1. THE LIGHTING SHOWN ON THIS PLAN REPRESENTS THE POLE • CONFIGURATION 1 s2 to+sa.s3 32.9' LOCATIONS,TYPES,LUMINAIRES, MOUNTING HEIGHTS AND OTHER a DISTRIBUTION ZXL 53 13+5,5.27 33.3' PHYSICAL DESIGN CONDITIONS ONLY ACCORDING TO THE UDO OF THE m °e 5 CITY OF BOZEMAN. ALL WIRING.ELECTRICAL COMPONENTS,FUSING w WATTAGE 250 WATT METAL HALIDE sa 9+54.10 ssx AND OTHER NECESSARY EQUIPMENT SHOWN ON SHEETS ES1,E1,&E2. VOLTAGE 240 V S5 4+95.36 33.2' a FINISH BLACK(BLP) S6 2+38.48 33.2' 2. LIGHTS TO BE OPERATED BY AN ASTRODIAL TIME CLOCK WITH A oPnoNs RPA2 s7 7+s2so 33.2' PHOTOCONTROL OVERRIDE. T CATALOG# GI8-1-2XL-250MH-240V-SIP-RPA2 S8 11+53.94 33.2' -- —- 3. IN THE FUTURE,WHEN SIGNALIZATION IS WARRANTED AT THE OLD MANUFACTURER MILLERBERND 59 13+54.76 33.8' HIGHLAND BOULEVARD AND HIGHLAND BOULEVARD INTERSECTION, HEIGHT 38FEET S10 14+58.53 29.4' PROPER SIGNAL POLES.MAST ARMS AND STREET LIGHTS S2 AND S9 WILL } y SHAPE ROUND BE INSTALLED. m - p COLOR BLACK(BLP) - Z w BASE SCREW-IN ANCHOR BASE J a CATALOG#7RA9439390-1FS-BLP-BC-490A29-GV BREAKAWAY SUPPORT TRANSPO MODEL NO.4100 i c Q u 0 0 m n W.4 / U 25 So 100 REVISION DATE: BY: REVISED FOR: N Tp HIGHLAND BOULEVARD • Scale in F�1 - SHEET Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: TSM H as75Pe PHASE 1 CORRIDOR AND INTERSECTION 3991 Volley Cunununs Urive - L-1 O O Bozeman,M'P 59718 Health services CHECKED BY: TSM DRAWN BY: JJK ;-�E�51° ' �r. LIGHTING PLAN (AS-BUILT) (406)587-1727 PROJECT NO: 06-007 DATE: DECEMBER 14,2007 + 1 a rt rn North U " lefl w Scale in Feel A LLJ \ B / A 3 4 5 TY�ICA'i a�� A - A. ( 3 4 5 (TYPICAL) A FUTURE SIGNAL POLE/STREETLIGHT(NOT INSTALLED WITH THIS PROJECT) ---- A -i� 8 a P - .,-.- __ .�.-:.- _- III. ._.. 7- C A -- ,Lt — —— — — — — 8 9 - - - FUTURE SIGNAL POLE/STREET LIGHT Lll M TYPICAQ rn (NOTINSTALLEDwIrHTHISPROJECr) _ _ PEDESTAL AND IGHTING CABINET LCC-1 > METER ; 2 _j U - o 0 o Y ELECTRICAL SITE PLAN NOTES: 0 ,� I ,Ll PHOTOCELL PC-1. INSTALLED ON TOP OF POLE. CIRCUIT FOR LIGHTING CONTROL AS SHOWN ON THE LIGHTING CONTROL CIRCUIT. i U LOCA-9014 SHOWN FOR THE METER PEDESTAL IS APPROXIMATE. EECDER SCHEDULE O3 GROJND MOUNTED PULL BOX. QUAZIIE #PG-1118-BA-HH-18" DEEP-"ELECTRIC" LOGO_ PRE-CAST POLYMER CONCRETE CONSTRUCTION, it" X 18" X 18" DEEP MINIMUM- OPEN m BOTTOM, EXTRA HEAVY DUTY COVER. BOLT DOWN COVER WITH "ELECTRIC" LOGO- ANSI TIER 15 RATING MINIMUM. INSTALLED SAND/GRAVEL BED BELOW BOX FOR DRAINAGE. o z DA 2 y4 AND 1 #8 G IN 1 Yr"C s (4) LOCATION 04 PULL BOX SHOWN ON PLAN IS APPROXIMATE_ BOXES KEPT BEHIND SIDEWALK, TO HELP PREVENT UNINTENTIONAL VEHICULAR CONTACT. o I D 2 #4 AND 1 #8 G, AND 3 #12 5 ALL CONDJ070R RUNS BETWEEN POLES ARE CONTINUOUS WITHOUT SPLICES. PULL BOXES ARE SHOWN FOR PULLING ACCESS ONLY. ALL CONDUCTOR RUNS BETWEEN POLES ARE TO (PHOTOCELL CIRCUIT) IN 1tf2"C BE CONTINUOUS, SPLICES ARE NOT ALLOWED, NO EXCEPTIONS, SPLICES ARE ACCEPTABLE ONLY IN FIXTURE POLES, ABOVE GRADE, V ADDITIONAL PUIL BOXES MAY BE ADDED TO CONDUIT RUNS IF CONTRACTOR FEELS THEY ARE NECESSARY FOR PULLING ACCESS, CONTRACTOR OPTION. Z 3 D 1%" EMPTY CONDUIT � a '0 ROUTDE EMPTY CONDUIT OUT 5'-0" BEYOND POLE AND CAPPED FOR FUTURE USE. INSTALLED PULL STRING. THIS IS A PROVISION FOR A POSSIBLE FUTURE LIGHTING CIRCUIT EXTENSION, IN THE DIRECTION INDICATED. -1 a ® ALL ELBOWS USED IN CONDUIT RUNS ARE RIGID GALVANIZED STEEL (RCS) - LARGE DIAMETER SWEEPS. THE RCS ELBOWS ARE TO BE PVC COATED OR ASPHALT COATED. z 09 REFER TO SHEET L-100 FOR EXACT FIXTURE LOCATIONS AND DETAILED FIXTURE SPECIFICATIONS. LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE - REFER TO SHEET _-100 FOR EXACT LOCATIONS- THIS PLAN IS PROVIDED TO SHOW THE ELECTRICAL WORK AND CIRCUITING REQUIRED FOR THE PROJECT. z S 0 4 W J O m 0 L 0 2 So loo REVISION DATE: BY: REVISED FOR: g • HIGHLAND BOULEVARD SHEET Scale in Feet ELECTRICAL 3991 Valley Commons Drive Bozeman Deaconess PROJECT ENGINEER: TSM DESIGNED BY: SR c Bozeman,:llT 59718 CHECKED BY: SR ES-1 Health Services DRAWN BY: RH SITE PLAN (AS-BUILT) c- (4O6)587-17x7 PROJECT NO: 06-007 DATE: MAY 2,2007 �y METER PEDESTAL TO METER BASE AO BO N METER LIGHTING CONTROL PEDESTAL LC JUNCTION BOX all bll O 6 SERVICE IS 200A 2P 120/240V MAN - 10-3W O II I BREAKER SECTION SERVICE 10 5 p p TRANSFORMER 9 i10OA/2P - c c ---�- ----- ----------------- - -- 3 2 O7 I I I I I I I I I I I --- SA PRIMARY LIGHTING CONTROL JUNCTION BOX LCC_ 3 I 20A/1P ffGFI ELECTRICAL ONE-LINE DIAGRAM 1 " ,-� �LC-,-1 zoA/1 I _ E-1 N.T.S. �0---o-- - C 30A/2P ELECTRICAL ONE-LINE DIAGRAM NOTES: T7 j PHOTOCELL OMETER PEDESTAL. DETAILS I PC-1 22KAIC FULLY RATED. EI LC-1 IAL DISTRIBUTION BREAKERS. ----------------------- INCLUDE O 10 0A-2P MAIN BREAKER (SERIES). 4 SPACES FOR RTH OA? PETAKRNDISRIBU SCTIO(PLU2SCS) INCLUDES CONMME AE . ETYPERIGRNGRL[SS, ETC) AS REQUIRED BY NW ENERGY. CAREFULLY COORDINATE ALL DETAILS WITH NW ENERGY PRIOR TO I I 1 STARTING PROJECT. I I I I O PROVIDE CONCRETE BASE (4" THICK X 24" X 24" MINIMUM) TO STABILIZE POST. KEEP PAD CLEAR OF v W 4/ W 2 LIGHTING CONTROL CIRCUIT REMOVABLE COVERS. TO SITE LIGHTING FIXTURES E—1 N.T.S. 0/�3 TRANSFORMER PAD BY ELECTRIC UTILITY. SEE ELECTRICAL SITE PLAN 4O 3 INCH EMPTY CONDUIT. CONDUCTORS BY ELECTRIC UTILITY LIGHTING CONTROL CIRCUIT NOTES: OS MOUNT LIGHTING CONTROL JUNCTION BOX LCC-1 TO SIDE OF PEDESTAL IN LOCATION AND MANNER AS RECOMMENDED BY PEDESTAL MANUFACTURER. PROVIDE ADEQUATE AND STURDY SUPPORTS FOR Ol 22,000 AIC RATED CIRCUIT BREAKER. AMPS — POLES AS INDICATED. MOUNTING. OFFSET THE LIGHTING CONTROL CABINET FROM THE PEDESTAL SURFACE AS REQUIRED TO ALLOW THE PEDESTAL REMOVABLE COVER PLATES TO CLEAR, O2 PHOTOCELL. TORK #2101. 120 VOLTS, 2000 WATTS 6O 3 #2 AND 1 #6 G IN 1'/2"C. FEEDER TO LCC-1 O3 NEMA 5-20R GFI SERVICE RECEPTACLE IN CABINET O7 BOND AND GROUND SERVICE PER NEC O4 SURGE ARRESTER. SQ—D #SDSA1175 OR EQUAL. 120/240 V, 1P-3W. ® SITE LIGHTING FEEDERS. SEE ELECTRICAL SITE PLAN O LIGHTING CONTACTOR. ELECTRICALLY HELD, 30A, 2—POLE. SQ—D #L020 OR EQUAL. 120VAC COIL, OPEN TYPE. N.O. CONTACTS — FIELD CONVERTIBLE O9 2 #4, 1 #8 G, AND 3 #12 (PHOTOCELL CIRCUIT) IN 1%"C. SOUTH LIGHTING CIRCUIT, O6 HOA SWITCH. HEAVY DUTY OILTIGHT—WATERTIGHT, NEMA RATED. SQ—D CLASS 9001 — TYPE K, OR EQUAL. 10 2 #4 AND 1 #8 G IN 1�{2"C. NORTH LIGHTING CIRCUIT 7O LCC-1 CABINET. NEMA 3R OUTDOOR CABINET WITH HINGED COVER AND HASP FOR PADLOCK. 11 #2 CU IN 1"C TO THREE (3) 10'-0" GROUND RODS IN A 10'-0" EQUILATERAL TRIANGLE. 20" X 20" X 8"D. HOFFMAN #A20R208HCR, OR SIZED AS REQUIRED. CONTRACTOR TO PROVIDE SIZE AS REQUIRED TO HOUSE THE COMPONENTS SHOWN AND REQUIRED. 12 PRIMARY BY ELECTRIC UTILITY. O8 PROVIDE PHYSICAL SPACE IN CABINET TO ADD ADDITIONAL FUTURE LIGHTING CONTACTOR — IDENTICAL TO LC-1. 13 3 INCH EMPTY CONDUIT. STUB OUT 10'-0" BEYOND PAD AND CAP. CONDUIT IS FOR FUTURE TRAFFIC SIGNAL SERVICE. O9 PROVIDE PHYSICAL SPACE IN CABINET TO ADD ADDITIONAL FUTURE 30A/2P BREAKER — FOR A FUTURE LIGHTING CIRCUIT. 10 PROVIDE LUGS AS REQUIRED FOR OVERSIZED CONDUCTORS, AND MULTIPLE CONDUCTORS. REVISION DATE: BY: REVISED FOR:_._ dl„Ui�Np� HIGHLAND BOULEVARD •t ;*. SCOTT := SHEET Bozeman Deaconess - R �` ELECTRICAL ONE-LINE DIAGRAM PROJECT ENGINEER: TSM DESIGNED BY_ SR -0'+, 62PE a985Vzem n,MT5 7D"''` -- - °�` �� AND LIGHTING CONTROL CIRCUIT Ei Hozcman,MT$g71N PROJEC7DN0:. 06-OR DATE:N 9 MARCH 23.2007 G AL F''13 (4o6)586-9922 Health Services 3 �13 07 PANEL MTR PED AMPS 200 BUS CU MOUNT POST FEEDERCIRCUIT SEEELECTRICAL ELECTRICAL LEGEND LOC. L-L VOLTS 240 NEUT FEED BOTTOM ONE-LINE DIAGRAM '/ PANEL MFGR. MIDWEST L-N VOLTS 120 MAIN BKR 20012 WIDTH s/ TYPE M281C1P6H PHASE 1 BKR TYPE DEPTH HOME RUN TO PANEL, NO. OF ARROWS AIC 22KAIC WIRES 3 M.L.O. NEMA 3R INDICATES NO. OF CIRCUITS. REMARKS: THIS SCHEDULE IS PROVIDED FOR SERVICE CALCULATION ONLY-NOT FOR BIDDING OR CONSTRUCTION }}{ NO. OF HASH MARKS INDICATES NO. OF CONDUCTORS IN CONDUIT. NO HASH MARKS Z 24" BACKFILL INDICATES TWO CONDUCTORS—GROUND CKT BREAKER LOAD VA USE CONDUCTORS ARE NOT INCLUDED IN WIRE NO. AMP POLE T L1 L2 REC LTS HTR MTR MISC LOAD DESCRIPTION WIRE SIZE COUNT. O 1a 100 2 N 1344 1 LIGHTING CONTROL a MAGNETIC 3b N 1344 CABINET — INDICATES CIRCUIT BELOW GRADE OR SLAB 0 MARKER STRIP N O N ® PULL BOX M 6" BACKFILL 4b 2 N PROVISION DISCONNECT COMB, MOTOR STARTER—DISCONNECT N N LIGHT FIXTURE, POLE MOUNTED 1 6" SAND BED 1344 1344 NOTE: CONNECTEDLOAD DIVERS. DEMAND PB PULL BOX, GROUND MOUNTED CLEAR ALL TOTAL CONN LOAD 2688VA REC 1ST1OKVA KVA 100% 0.00 KVA ROCKS FROM REC REMAINING KVA 50% 0.00 KVA SWITCH SAND BED SAND BED TRENCH LIGHTING 2.7 KVA 125% 3.36 KVA $M SWITCH, MOTOR STARTER/DISCONNECT PRIOR TO BREAKER TYPES LOAD/PHASE RES HEAT KVA 125% 0.00 KVA INSTALLATION OUTLET, DUPLEX OF SAND N=NORMAL 50% A MOTORS KVA 100% 0.00 KVA CONDUIT 6" SAND BED BED. S=SHUNT-TRIP 50% B MISCELLANEOUS KVA 100% 0.00 KVA OM OUTLET, MOTOR G=GFCI TOTAL DEMAND LOAD 3.36 KVA DEMAND AMPS 14 AMPS 5 OUTLET, MOTOR, 5 HP CD CHLORINE LEAK DETECTOR UNDERGROUND CONDUIT DETAIL OT OVER TEMPERATURE SF SEAL FAILURE E-2 TRENCH DETAIL N.T.S. (TYPICAL FOR ALL BELOW GRADE FIXTURE SCHEDULE OUTLET, THERMOSTAT CONDUIT RUNS) Qo OUTLET, SPECIAL PURPOSE TAG MANUFACTURER CATALOG NUMBER LAMP TYPE MOUNTING FIXTURE SCHEDULE NOTES © OUTLET, JUNCTION BOX A GARDCO GULLWING G18-<40V 1-25OW MH 39'POLE I NOTES:1 PC PHOTO CELL LIGHT FIXTURE SCHEDULE NOTES WP WEATHERPROOF VARIABLE FREQUENCY DRIVE 1 REFER TO SCHEDULE ON SHEET G-113 FOR DETAILED FIXTURE CATALOG NUMBERS AND SPECIFICATIONS REQUIREMENTS. THIS SCHEDULE IS PROVIDED TO REFERENCE FIXTURE TYPE ONLY. GFI GROUND FAULT INTERRUPTER rc TIME CLOCK A INDICATING LIGHT, AMBER FTM ELAPSED TIME METER FM FLOW METER FS FLOAT SWITCH LT LEVEL TRANSMITTER MS MOTOR STARTER PT PRESSURE TRANSMITTER PS PRESSURE SWITCH OTURBIDITY METER FB BEACON, ALARM FH HORN — ALARM PM PHASE MONITOR VM VOLTAGE MONITOR ,0/ ® REVISION DATE: BY: REVISED FOR: ,1�C� *_ HIGHLAND BOULEVARD SHEET t•1 T q ice.\� R ZTRENCH DETAIL ELECTRICAL SCHEDULES Bozeman Deaconess PROJECT ENGINEER TSM DESIGNED BY: SR _ 62PEQ 7 �� :11K5 valley n»NIT 97 1lrivc „ .E-�: AND LEGEND Aozeman,M'I'S971N Health Services CNECKED BY: SR DRAWN BY: RH _ r� ��Nqq•�•••'Epa��� Wo 1 5H6_gg2z PROJECT NO: 06-007 DATE: MARCH 23,2007