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HomeMy WebLinkAboutDurston Road Improvements - 1999 m �O — 2U Kz 'oi o a � wUKNU DUU CONSTRUCTION DRAWINGS FOR Q NQ DURSTON ROAD IMPROVEMENTS GALLATIN COUNTY BOZEMAN, MONTANA JULY 1999 w 0 w-OwwffiZZ z.- Z N� N Id a PROJECT a-s !� ! a-2 -4q AREA ' ' NN _ OURSTON NOAD --- - -- 4 ------------- P1 ----- - ------ i i i L J� ILJ b 0 MPC HERITAGE CHRISTIAN O i SCHOOL I j ® C� VALLEY WEST SUBDIVISION 4 0�o VICINITY MAP NO SCALE MORRISON MAIERLEme a w QUALITY ASSURANCF 0 w x Z !n O � Project Manager t j w SHEET NO. DRAWING NO. TITLE o Discipline Head or Office Manager 1 G-1 COVER SHEET r 2 C-2 MISCELLANEOUS LEGEND AND NOTES Peer Reviewer F— _. 3 G-3 STANDARD ABBREVIATIONS& NOTES Z e g 4 R-1 ROAD IMPROVEMENTS 5 R-2 ROAD IMPROVEMENTS U 6 R-3 ROAD IMPROVEMENTS GRAPHIC SCALE Project Principal Z 7 R-4 UTILITY DETAILS �� em GA No. OfficeAp Manager H proval Q J J Q ( IN FEET) Dale: (' 1 inch = 200 ft. (PRIOR TO REDUCTION) Project No.: 2885.006/050/0310 PROJECT NO. 2885.006/050/0310 / R_• = PAVING PLAN AND PROFILE SHEET SHEET NUMBER RECORD DRAWING --RAWING NUMBER m G- 1 TOPOGRAPHIC LEGEND PIPE AND FITTING SYMBOLS VALVE SYMBOLS m �z wa3 — ' .- DOUBLE LINE SINGLE LINE EXISTING PIPE(SCREENED) — GATE �zo Nz BOUNDARY AND/OR PROPERTY LINE o w3 �o 1. lAY PIPI I DWI UWM ,ti A;]k HiIWFrN N.11Cd LED ELWATION � NEW PIPES KNIFE GATE n _o POINTS. MINIMUM COVEN SHALL HE 6'-0"UNLESS OTHERWISE no *-- - . FENCE LINE SHOWN. - - - EXISTING PIPE TO BE ABANDONED � — BUTTERFLY > moon �a 0 -- EASEMENT LINE 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND ^-= EXISTING PIPE TO BE REMOVED - GLOBE �rc� TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS CIHERWSE - INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE WELDED JOINT Bo-- BALL SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACFNI STRAIGHT RUN OF PIPE. GROOVED END JOINT- FLEXIBLE VEE-BALL CENTERLINE (?) 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SEAT PORT PLUMBING FIXTURE INDENTIFICATION SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS GROOVED END JOINT- RIGID ECCENTRIC PLUG W/REWIRED Q J: - I SHALL BE DETERMINED IN THE FIELD AND APPROVED BY NE SEAT LOCATION BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL PLUG OR COCK BE AS SPECIFIED L �_0 --- — FLANGED JOINT OF DRINKING FOUNTAIN FULL PORT PLUG EEW EMERGENCY EYE WASH • . . . . . METAL STUD WALL PLAN — ROAD (EDGE OF EXISTING PAVEMENT) 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED I- .l,u— 0 MECHANICAL JOINT —Hb�— NEEDLE KSK KITCHEN SINK WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. -A LAV LAVATORY -� EXISTING CULVERT _ -f—- HUB k SPIGOT JOINT �1 DIAPHRAGM $H SHOWER (RUBBER GASKET PUSH-ON)5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL taI PINCH SK SINK 77) - HORIZONTAL VERTICAL CONTROL POINT BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS { BALL JOINT -1'4 SWING CHECK / SSH SAFETY SHOWER S IUU WAu. PLAN OTHERWISE NOTED THRUST PROTECTION SHALL BE ADEQUATE FOR � d SSK SERVICE SINK TEST PRESSURES SPECIFIED. --�(�— DOUBLE DISK CHECK A CONTROL POINT --�I FLANGE COUPLING ADAPTER WC WATER CLOSET EXAMPLE 6. SYMBOLS.LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN BALL CHECK WB WATER HEATER _ r 7q -) -- - FLEXIBLE COUPLING HOSE VALVE W'S WASH STATION Fl%VIBE LEGEND + COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE ICAI DRAWINGS. WHEREVER -ua— UR URINAL MASONRY VENEER APPLICABLE, ALL OF THE VARIOUS APPLICATIONS ARE NOT FLEXIBLE COUPU G WITH NON FREEZE HOSE VALVE NECESSARILY USED IN THE PROJECT. X=NO.IN SPECS 'vc VANITY CABINET NO IN SPECIi1CATKINS o BORING LOCATION AND NUMBER. SEE "-� THRUST TIES SPECS FOR BORING LOGS. 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. STEEL BELLOWS -II NON FREEZE HOSE VALVE WTH HOSE RACK '^ o ------ „32+00 �"" X= NO.IN SPECS SURVEY HUB AND TACK WITH STATION ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT '�� EXPANSION JOIN ^ VALUE ACTUATOR SYMBOLS n GYPSUM WALL BOARD WELDED, GROOVED END OR SCREWED PIPING, SHALL BE Q� ELASTOMER BELL WS v SAMPLE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION "�' EXPANSION JOIN MUD o 0 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES, UNLESS OTHERWISE NOTED-SEE THRUST DETAILS AND FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. P PNEUMATIC w/POSITIONER - &BM-2 BENCHMARK LOCATION AND NUMBER OR OI ELBOW UP PRESSURE REUEF 7� .. RIGID INSULATION :r"'`•••_i� EASEMENT CORNER REBAR 8. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE Q AIR AND/OR VACUUM RELEASE o RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A C F ELBOW DOWN PNEUMATIC w/SOLENOID z O POINT OF INTERSECTION, SET 6�8"x 18" FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE REGULATED SIDE I REBAR W/L.S. CAP STAMPED C-329"L1 P-3 PIEZOMETER LOCATION AND NUMBER SHALL BE JOINED TO THE COUPLING ADAPTOR. _-E{�,��---I TEE UP m' L--�S7�� --D� PRESSURE CONTROL I� ELECTRIC g, VALVE BOXES REWIRED FOR ALL VALVES IN A BURIED SERVICE. �+ z H I TEE DOWN —7$>— MULTI-PORT VALVE X 1000 EXISTING GRADE 1 (BALL VALVE SHOWN. FOR OTHER VALVE cz-iw 10, NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY TYPES, APPROPRIATE VALVE SYMBOL SHOWN.I ELECTRIC w/POSITIONER APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE v� LATERAL UP ARROWS INDICATE FLOW PATTERN, SEAT PORTS ®1000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. I5I ARE IMPUED BY INDICATED FLOW PATTERN- N 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR LATERAL DOWN SOLENOID © HYDRAULIC �7 1 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS rt f-�� _ p CONCENTRIC RED ICER EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND MANUAL TO THE WORK OF OTHER CONTRACTORS, AS NOTEo. MISCELLANEOUS PIPING SYMBOLS I CSW � ECCENTRIC REDUR g 2 EXISTING • E STRAINER�— �1 TREE W/APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIP 4 SOLENOID THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, UNION SIGHT GLASS WOOD, ROUGH CONTINUOUS © BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR ►+-1 m? STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. BLIND FLANGE ---+jl-4-- FLEXIBLE(ELASTOMER)PIPE CONNECTION o AND INVERT ELEVATIONS. (� NEW TREE AS SPECIFIED PLUG FFC,F GAUGE WITH COCK �{• V uWOOD, ROUGH NON-CONTINUOUS v SIGN, ONE POST OR TWO POST CAP III THERMOMETER T ❑ �€ ® EXISTING MANHOLE PIPING DESIGNATION 'J'" ANCHOR �ZI --i ROTAMETER PIPE AND FITTING END PATTERNS ❑I ❑ WOOD, FINISHED ® NEW MANHOLE EXAMPLE ELBOW 90 DEGRE F A 1 GALVANIC ANODE `J S BELL EXISTING UTILITY OR TELEPHONE POLE 16-ROC XX AIR SET SPIGOT 1(i- RW —4— CROSS , XX=SUPPLY PRESSURE- PSIG F FLANGE GROUND SURFACE •i, NEW UTILITY OR TELEPHONE POLE PIPE. USE FLOW STREAM IDENTIFICATION LEGEND, ON pS TYPICAL INSTRUMENT SYMBOL °f DWG. C-3, SEE PIPING SCHEDULE IN THE SPECIFICATIONS. TEE YB_1_2 (SEE I k C LEGEND) PE PLAIN END f � ~- --DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER / GE GROOVED END �/` UBOW 45 DEGREE WATER BLOW OFF VALVE MJ MECHANICAL JOINT m m o a ACOUSTICAL TILE CREEK/RIVER W/DIRECTION OF FLOW VALVE DESIGNATIONS FIRE HYDRANT PO PUSH-ON 1000 EXISTING CONTOUR LATERAL �� CATHODIC PROTECTION TEST STATION o " ARCHITECTURAL LEGEND CONTROL VALVES CATHODIC CATHODIC PROTECTION ANODE ACTIVE 1000�� NEW CONTOUR XCV DESIGNATION MJ tF PE ALL VALVES AS FILTER EXAMPLE* Q NACTNE SHOWN ON V... X=PROCESSPVVARIABLE NOTES : �— Q INDICATES PAIR OF DOORS � EXISTING STRUCTURE TO BE REMOVED -FLOW DIRECTION 1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE GATE SYMBOLS z VALVE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN O SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING EL. VIEW PLAN VIEW 0 DOOR NUMBER EXISTING STRUCTURE • 3 MANUAL VALVES SPECIFICATIONS- : MISCELLANEOUS MECHANICAL 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC (n F WINDOW TYPE EXISTING A.C. PAVEMENT• ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END l� SLUICE w A24 DWG. NO. WINDOW CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. DrI PLUMBING SYMBOLS o ELEV. OCCURS ON 8--V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR III 0 BUTTERFLY Z NEW A.C. PAVEMENT• SIZE OF VALVE SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND u Q VALVE DESIGNATION 103 ROOM NUMBER EQUIPMENT IS SHOWN HEAVY U pS LINED, PRESSURE SWITCH Z fIin, O GRAVEL SURFACE VALVE TYPE, SEE 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL FLAP 1—T HOSE RACK (TYPE AS wDIC: Q Q NOTE INDICATOR SPECIFICATIONS DRAWINGS, LY 0 O -X SHEAR SAFETY SHOWER AND EYEWAI, w ®CONCRETE WALK • SSH ACCESS HATCH X = NO. IN SPECIFICATIONS ZO J III INDI �� LIMITS OF TOPSOIL AND SEEDING• GENERAL NOTES: FABRICATED SLIDE W Xc0 X = F - FLOOR CLEANOUI LN Ln MFFiCATE HINGE SIDE: SIDE WHERE LINES ^ D - DECK CLEANOU7 D (R!CHT SIDE ON 5YMH0'_) 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON W - WALL CLEANOUT O STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS V - VENT CLEANOU7 LPI Z 3:1 EXISTING EMBANKMENT. OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS SLOPE AS NOTED !Hk Lx:MGUISHCR MAY NOT BE SHOWN ON THE PLANS. Q x" = NUMBER IN SPECS GENERAL DESIGN DESIGNATIONS "D—XY HUB DRAIN } J IFxT "x" 3:1 NEW EMBANKMENT OR CUT SLOPE, O X = NO. IN SPECS ly U SLOPE AS NOTED ' SECTION (LETTER) OR ON DRAWING WHERE SECTION Y - P WITH PRIMED TRAP Z N DETAIL (NUMERAL) OR DETAIL IS TAKEN: O%;% HORIZONTAL DISTANCE VERTICAL DISTANCE �q FD-XY FLOOR DRAIN DESIGNATION - DRAWING NUMBER X = N0. IN SPECS U RIPRAP ,X-XC WHERE SHOWN Y - P WITH PRIMED TRAP Z ON DRAWING WHERE SECTION OD-X OVERFLOW DRAIN Q NOTES OR DETAIL IS SHOWN: O X = N0. IN SPECS J : DRAWING NUMBER DRAWING NUMBER S 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. WHERE TAKEN RD-% (OR SAME DRAWING) O ROOF DRAIN CD GENERAL, EXISTING STRUCTURES AND FACILITIES ARE DETAIL AND SECTION DESIGNATION X = NO. IN SPECS NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- AD-XY AREA DRAIN URES ARE SHOWN IN HEAVY LINE WEIGHTS. © Y - P WITH PRIMED TRAP X = NO. IN SPECS _ STANDARD DETAIL NUMBER XXXXX � - - STANDARD DETAIL DESIGNATION - SEE DRAWING D-1 THRU D-33 T1 77� �I AT END OF DRAWINGS RECORD DR 1 ♦♦ fNV STANDARD DETAIL DESIGNATION L W 11 G- 2 mom _ J�z 33 > �?wo �i ABBREVIATIONS GENERAL NOTES ao�z > o �a =W� AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PNL PANEL 1. All construction work on this project shall be completed in ABDN ABANDON FC FLEXIBLE COUPLING PRCST PRECAST accordance with Montana Public Works Standard ABV ABOVE FCA FLANGE COUPLING ADAPTER PREFAB PREFABRICATED Specifications, Fourth Edition, January, 1996 with AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PRELIM PRELIMINARY May, 1997 C.O.B. Modifications to MPW and these ADDL ADDITIONAL FDN FOUNDATION PREP PREPARE. PREPARATION Contract Documents. ADJ ADJACENT, ADJUST F. EXT FIRE EXTINGUISHER PROP PROPERTY A u OJ ADPTR ADAPTER FF FINISHED FLOOR PRV PRESSURE REDUCING VALVE 2. The Contractor shall restore all roadway surfaces to equal, h - AFF ABOVE FINISHED FLOOR FG FINISH GRADE PS PRESSURE SWITCH, PIPE SUPPORT or better condition than existed prior to excavation and 'q{= AHR ANCHOR FL FLOOR, FLOW PT POINT, POINT OF TANGENCY determined by Owner and the Engineer. ALUM ALUMINUM FLEX FLEXIBLE PVC POLYVINYL CHLORIDE 3. The location, depth and size of existing utilities shown on ALT ALTERNATE FLG FLANGE PVMT PAVEMENT these plans is approximate. The Contractor shall verify the tD ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FILL FLOW LINE RAD RADIUS existence, location, depth and size of the utilities prior APPROX APPROXIMATE FIN. FINISH RC REINFORCED CONCRETE to construction. The Contractor shall be solely responsible w APVD APPROVED FLR FLOOR RCP REINFORCED-CONCRETE PIPE for any damage to the existing facilities due to failure to 0 ARCH ARCHITECTURE, ARCHITECTURAL FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN locate or properly provide proper protection when location is ASPH ASPHALT FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER known. AVG AVERAGE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR 1. B AT FT FOOT, FEET REF REFERENCE 4. A list of representatives to contact for information 0 BD BOARD FTG FOOTING, FITTING REINF REINFORCE o regarding facilities is as follows: BETW BETWEEN F TO F FACE TO FACE RELOC RELOCATE, RELOCATION z Montana One Coll System Dispatcher 1-800-424-5555 N BF BOTTOM FACE GA GAGE, GAUGE REOD REQUIRED Montana Power Co. Chuck Busto 582-4612 BLDG BUILDING GAL GALLON FIST REINFORCING STEEL BILK BLOCK GALV GALVANIZED R W RIGHT-OF-WAY US Cablevision Scott tf 586-2089 / US West Phil Westfall 585-2350 BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY (including Fiber Optics) i BM BEAM, BENCHMARK GND GROUND SCHED SCHEDULE BOT BOTTOM GRTC GRATING SDWK SIDEWALK 5. All asphalt, concrete curbs and sidewalks shall be saw cut BRG BEARING GSKT GASKET SECT SECTION or neat cut by method approved by the Engineer. BRKT BRACKET GSP GALVANIZED STEEL PIPE SHT SHEET g o w m CHAN CHANNEL GVL GRAVEL Sim SIMILAR 6. Maintain 11' horizontal and 18" vertical separation between ii�i CHK CHECK GWB GYPSUM WALLBOARD SLIP SLOPE water mains and all sanitary sewer mains. u�Na i Cl CAST IRON HAS HEADED ANCHOR STUD SP SPACE, SPACED 7. All valves shall be installed with thrust blocking, and u, CIMJ CAST-IRON PIPE MECHANICAL JOINT HB HOSE BIB SPEC SPECIFICATION valve boxes in accordance with C.O.B. modifications and CIP CAST-IRON PIPE FLANGED JOINT HD HUB DRAIN SPG SPACING C.O.B. detail 2718-1. CIPC CAST-IN-PLACE CONCRETE HOW HARDWARE SPRT SUPPORT a es CIRC CIRCULAR HDR HEADER SQ SQUARE 8. All fire hydrants shall be installed in accordance with CJ CONSTRUCTION JOINT, CONTROL JOINT HK HOOK SO FT, SF SQUARE FOOT C.O.B. details 2718-3 and 2718-4. O E g CL CENTER LINE HM HOLLOW METAL SO IN SQUARE INCH 8 CLDI CEMENT LINED DUCTILE IRON HORIZ HORIZONTAL SST STAINLESS STEEL 9. All fittings including bends greater than 11-1/4 degrees, rayy#q �3p5 CLG CEILING HP HORSEPOWER SS SANITARY SEWER teeC.O.B. modiucation shall and thrust dblocked 713-conformance with CLR CLEAR, CLEARANCE HR HOSE RACK, HOUR STA STATIONN W Yp CMP CORRUGATED METAL PIPE HT HEIGHT, HEAT TRACE STD STANDARD 10. Datum used is the City of Bozeman datum, as noted on Control Plan. CMU CONCRETE MASONRY UNITS HV HOSE VALVE STIF STIFFENER u EB$ CO CLEANOUT HVAC HEATING, VENTILATING, AND AIR CONDITIONING STL STEEL 11. Contractor shall implement an erosion control plan in accordance with the rT� xp COL COLUMN HWY HIGHWAY STRUCT STRUCTURE "Montana Sediment and Erosion Control Manual". This document can be & COMB COMBINATION ID INSIDE DIAMETER SYM SYMMETRICAL reviewed at the office of Morrison Maierle, Inc., 901 Technology Blvd., O CONC CONCRETE OR CONCENTRIC IE INVERT ELEVATION T&B TOP AND BOTTOM Bozeman, Montana, during business hours. The contractor shall submit an CONN CONNECT, CONNECTION IF INSIDE FACE TF TOP FACE erosion control plan to the engineer for review prior to the start of the work. CONSTR CONSTRUCTION IN. INCH TEMP TEMPORARY, TEMPERATURE CONT CONTINUE, CONTINUED, CONTINUOUS INFL INFLUENT THK THICK CONTR CONTRACTOR INSTL INSTALL, INSTALLATION THRU THROUGH COORD COORDINATE INSTR INSTRUMENT T.O. TOP OF CORR CORRUGATED INSUL INSULATE TOG TOP OF CONCRETE, TOP OF CURB o' CP CONTROL PANEL INT INTERIOR TST TOP OF STEEL o CPLG COUPLING INV INVERT TW TOP OF WALL m a C TO C CENTER TO CENTER A JUNCTION BOX TYP TYPICAL o q CTR CENTER JST JOIST UBC UNIFORM BUILDING CODE 3 0 CTSK COUNTERSINK JT JOINT UG UNDERGROUND CU CUBIC L ANGLE LILT ULTIMATE CU FT, CIF CUBIC FEET LBS POUNDS V VALVE, VOLT CU IN CUBIC INCH LF LINEAR FEET VERT VERTICAL Q CULV CULVERT LNTL LINTEL VOL VOLUME -- --- Z CU YD, CY CUBIC YARD LONG LONGITUDINAL VRFV VERIFY H D DRAIN LP LOCAL PANEL VTR VENT THROUGH ROOF SURVEY CONTROL INFORMATION O d PENNY(NAIL SIZE) LR LONG RADIUS W WIDTH DBA DEFORMED BAR ANCHOR LVL LEVEL WD WOOD POINT NORTHING FASTING ELEVATION DESCRIPTION DBL DOUBLE LVR LOUVER W/ WITH N DIET DETAIL MATL MATERIAL W/0 WITHOUT TBM-4 -- -- 4762.75 1 NAIL SET IN NORTH SIDE OF OVERHEAD POWER POLE H- DI DUCTILE IRON, DRAIN INLET MAX MAXIMUM WL WATERLINE APPROX. 1270' EAST OF THE INTERSECTION OF O DIA DIAMETER MB MACHINE BOLT WM WIRE MESH, WATER MAIN COTTONWOOD ROAD & DURSTON ROAD Z DIAG DIAGONAL MCC MOTOR CONTROL CENTER WS WATERSTOP, WATER SURFACE C] DIM DIMENSION MCP MOTOR CONTROL PANEL WSTL WELDED STEEL, WROUGHT STEEL TBM-5 -- -- 4788.54 60d NAIL SET IN SOUTHERN MOST GATE POST APPROX. DIMJ DUCTILE-IRON MECHANICAL JOINT MECH MECHANICAL WT WEIGHT 2700' SOUTH OF THE INTERSECTION OF COTTONWOOD ROAD & Q � DIR DIRECTION MFD MANUFACTURED WTR WATER DURSTON ROAD, AND APPROX. 240' EAST OF COTTONWOOD ROAD 4 N ON DOWN MFR MANUFACTURE, MANUFACTURER WV WATER VALVE CP-6 2385.70 1565.42 4760.65 RR SPIKE LOCATED APPROX. 1220' EAST OF THE Of O DR DOOR MH MANHOLE WWF WELDED WIRE FABRIC INTERSECTION OF COTTONWOOD ROAD & DURSTON ROAD ~DWG DRAWING MIN MINIMUM WWM WELDED WIRE MESH Z Q EA EACH MISC MISCELLANEOUS XFMR TRANSFORMER CP-16 1638.183 538.915 4763.44 RR SPIKE LOCATED APPROX. 760' SOUTH OF THE EF EACH FACE, EXHAUST FAN MJ MECHANICAL JOINT YD YARD INTERSECTION OF COTTONWOOD ROAD & DURSTON ROAD, AND N EL, ELEV ELEVATION NIC NOTIN CONTRACT APPROX_ 200' EAST OF COTTONWOOD ROAD m ELB ELBOW NO NUMBER p m ELEC ELECTRIC, ELECTRICAL NOM NOMINAL NOTE: Q ENCL ENCLOSE NITS NOT TO SCALE 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR C:1 ENGR ENGINEER OC ON CENTER USE ON DRAWINGS AND TEXT", PUBLISHED BY THE > Q EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) ~ EQL EQUAL. EQUALLY OF OUTSIDE FACE OR CONTACT THE ENGINEER. Z EQL SP EQUALLY SPACED OPNG OPENING O Q EQUIP EQUIPMENT P&ID PROCESS AND INSTRUMENTATION DIAGRAM 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT U I/1 EQUIV EQUIVALENT PC POINT OF CURVE ALL ABBREVIATIONS ARE USED ON THE PLANS. Z EW EACH WAY PCP PLANT CONTROL PANEL 1- 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EXC EXCAVATE PE PLAIN END Q EXH EXHAUST PEN PENETRATION (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE �T J EXP EXPANSION PERP PERPENDICULAR SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE RECORD D RAW 1\G 0 EXP JT EXPANSION JOINT PH PIPE HANGER EXST EXISTING PI PRESSURE INDICATOR, POINT OF INTERSECTION EXT EXTENSION, EXTERIOR PJF PREMOLDED JOINT FILLER PROJECT N0. F FLANGE PL PLATE, PROPERTY LINE 2885.006/050/0310 FAB FABRICATE PLYWD PLYWOOD SHEET NUMBER PMP PLANT MONITORING PANEL 3 DRAWING NUMBER G-3 moo CENTERLINE COORDINATE TABLE 'o� Lc LOCATION NORTHING EASTIN ELEVATION BVCS STA 0+00 2412.52 3698.03 4761.67 I INSTALL 8" ENDCAP ?� o EVCS STA 1+00 2412.52 3598.03 4763.22 w/T.B. & MARKER POST AT END OF STUB BVCS STA 1+50 2412.52 3548.03 4764.07 ADJUST PRV VAULT RIM TO _ EVCS STA 3+50 2412.52 3348.03 4764.52 INSTALL 67 LF OF NEW MATCH NFW ROAD SURFACE 8" D.I.P. O 6 1/2' BVCS STA 4+73.11 2412.52 3224.92 4762.98 I MINIMUM COVER INSTALL 67 LF OF NEW INSTALL 8" ENDCAP ? ,� EVCS STA 5+73.11 2412.52 3124.92 4762.11 SEE DETAIL SHEET R-4 w T.B. & MARKER I I TO- D.I.P. ® 6 1/2� / STA 7+16.70 2412.52 2981.34 4761.39 ` MINIMUM COVER POST AT END OF STUB Y ST 9+14. 17' RT (DURSTON RD) p BVCS STA 11+50 2412.60 2548.04 4759.24 SEE DETAIL R-4 ��- INSTALL 12'x8" M.J. TAPPING EVCS STA 12+50 2412.62 2448.04 4759.21 a SLEEVE w/T.B. & 8' M.J. x STA 12+19, 17' RT (DURSTON RD) - SAWCUT AND MATCH I 4. j Ft TAPPING VALVE w/T.B. & V.B. INSTALL 12"x10" M.J. TAPPING EXISTING AC SURFACE ^1 V I SLEEVE w/T.B. & 10" M.J. x CL ELEV=4761.24 4 INSTALL 20 LF OF FL TAPPING VALVE w T.B. & V.B. / 3 F T P " EDGE 0 ASPHALT TY . ( ) 45 RADIUS I I 24 CAIL SEE 90' R/W DETAIL R-4 EXISTING 12 EXISTING B' SS $ g INSTALL MPC & USWEST- _ _ e� WATER MAIN INSTALL 20 LF OF -- - - -31TILIT�-CONDHFT-, 30 tF - - - 17 24" GMP. SEE I _ DETAIL R-4 18_DIA. w/LOCATOFL-C \ 45' RADIUS & ^ - _ - _ - 'ox - - -- -i. �w-- - r ow - t n / 1 w„ o o p-_ . _ -- _* � x - _ utiTc�_- 0 �., SAWCUT AND MATCH ue/rtt _ '-/tti INSTALL GRAVEL DRIVE - ADJUST WATER VALVE ADJUST MANHOLE RIM ELEV. Y EXISTING SURFACE \ REPLACE EXISTING pbo TO MATCH EXISTING. BOX ST MATCH NEW TO MATCMAN O ROAD SURFACE CMPA CULVERT w/ 36 LF OF EXISTING CULVERT TO NEW 13 1/2" x 22' RCPA CULVERT I REMAIN IN PLACE ROAD SURFACE m INSTALL GRAVEL DRIVE STA 2+ m 26 _ I TO MATCH EXISTING SLOPE =0.69 NOTES: z w��1) CENTER OF PAVED ROADWAY IS LOCATED 12 FEET I. NORTH OF THE CENTER OF PROPOSED DURSTON ROAD m RIGHT-OF-WAY AT FERGUSON ROAD, /- 2) WORK TO INSTALL WATER & SEWER STUBOUTS SHALL mt'- E BE COMPLETED IN ACCORDANCE w/VALLEY WEST 5� GRAPHIC SCALE SUBDIVISION SPECIFICATIONS. pp g" ¥ '0 3) THE CITY OF BOZEMAN WILL MAKE ALL TAPS INTO THE Q w g m �.. EXISTING 12' WATER MAIN, THE CONTRACTOR SHALL BE T� RESPONSIBLE FOR COORDINATING THIS ACTIVITY WITH THE '1 ( 1N FEET 1 CITY AND ANY TAPPING FEES CHARGED BY THE CITY. �y 11 yy 1 inch = 50 tt. w S ffi-, B I. (PRIOR TO REDUCTION) 4) GRAVITY CONCRETE BLOCKS FOR THRUST RESTRAINING Q�I�e SCALLS: FITTINGS VERTICALLY SHALL BE CONSTRUCTED AS SHOWN S 1" 50' H ON C.O.B. STANDARD DETAIL N0.02718-9. THE 1" = 5• V DIMENSIONS THE BLOCKS FOR 8" PIPE AS SHOWN ON MPWSS STANDARD RD DRAWING 02713-1 SHALL BE: A=4'-0" I J HH POINT ELEV = 4765.04 - L IGH POINT STA = 2+65. 1 - PVT STA 2+50 I i 4/8C PVI ELEV 4765.76 PVT STA;= 0+5C PVI-STA - S+23.11 N �+ PVT ELEV k 4762.I: AD = -2.94 PVI ELEV 476at 36 A.D. 4 1.37 K = 68.03 A.D. = 0./S : L W POINT E = 4759. 1 m o a e K = 73.18 200.00' VC K - 133.86 I I L W POINT ST = 12+01. 1 s p o - - -! --� - 100.00' VC + ----- - - - -+ - --- -. -. - _ ---- i --- - --- PVl STA 12tD0 -4775 _100.00• VC :- PVT!ELEV 4758.99 u�i w p ,n A.D. 0.97 Zen i o N + r+i III : IK = 02,65. Z o r` 4770 - -a + n - - +- _ ---u . : 4 + .. „� N i .o100. VC 4770 a a a > m : U V N a : 40.VOC n� O a : p M w V W N to _ `O�z JW. 1 a a 4765 4765 � - IIo - <N 170% -. - - _ _ -1.24 --t GROUND raw»u: wX z_ FINISHED m m W 0. 34. n? w- GRADE In -Q50q i - - - - - - Q W O Ckf Z O i O � 475E V) � O rJ a O Z O O J RECORD DRAWING z mo o NOTES: o� 1) CENTER OF PAVED ROADWAY Lp IS LOCATED 12 FEET NORTH OF 4 a o W 500 THE CENTER OF PROPOSED > Wes'. �< DURSTON ROAD RIGHT-OF-WAY AT FLANDERS MITI ROAD. z STA 13+42, 6' RT (DURSTON RD) 2) WORK TO INSTALL WATER k CONNECT TO EXISTING SEWER STUBOUTS SHALL BE MANHOLE, INSTALL 65 LF COMPLETED IN ACCORDANCE - OF 8- SS O 0.4% w/VALLEY WEST SPECIFICATIONS. ;¢ SEE DETAIL SHEET R-4 INSTALL 8" ENDCAP k MARKER POST O END INSTALL MPC k USWEST OF STUB. UTILITY CONDUIT, 30 LF REPLACE EXISTING 18" DIA. w/LOCATOR DISC ADJUST MANHOLE RIM ELEVATION EXISTING IRRIGATION STRUCTURES 30" CMP w/ 46 LF TO MATCH NEW ROAD SURFACE AND PIPING TO REMAIN IN PLACE. OF NEW 24" x 35" INSTALL GRAVEL DRIVE REMOVE EXIST. DO NOT DISTURB CMPA CULVERT TO MATCH EXISTING. PAVE DRIVE 18" CMP ADJUST MANHOLE RIM ELEVATION ADJUST MANHOLE RIM ELEVATION ~ STA 14+15.3 10' BACK FROM EDGE OF DURSTON. TO MATCH NEW ROAD SURFACE TO MATCH NEW ROAD SURFACE SLOPE =1.0% EXISTING CULVERT AND BRIDGE EDGE OF ASPHALT (TYP.) TO REMAIN IN PLACE 90' R/W - ♦ - ._ - - __— �� o - a -___-e lyZ3n - - -_-_ - x x, _— - - _ _ _ - urm -- -- -- -- - — -- — — — ADJUST WATER VALVE 80X — - — — — — — — — ADJUST MANHOLE RIM ELEVATION TO MATCH NEW SURFACE INSTALL GRAVEL DRIVE TO MATCH NEW ROAD SURFACE 45' 1 TO MATCH EXISTING 16" RISER ADDED 8 3 99 RADIUS 45' RADIUS Fow rn ( / / ) ADJUST WATER VALVE z o a z ADJUST WATER VALVE BOX TO MATCH EXISTING. BOX TO MATCH 5 u 11 INSTALL GRAVEL DRIVE o W TO MATCH NEW SURFACE c EN AC SURFACE EXISTING CULVERT TO NEW SURFACE ,n ADJUST--MANHOLE RIM ELEV. < IN ALL CONCRETE HEADER TO MATCH NEW ROAD SURFACE INSTALL GRAVEL ROADWAY I SEA DETAIL SHEET R-3 REMAIN IN PLACE ^= (16" RISER ADDED 8/3/99) TO TRANSITION FROM NEW N r GRAPHIC SCALE PAVEMENT TO EXISTING ROADWAY (d c.i = CENTERLINE COORDINATE TABLE '0 I LOCATION NORTHING EASTIN� ELEVATION BVCS STA 19+20.95 2412.73 1777.09 4762.42 �7 _ r� ( 1N Beer) I I STA 20+20.95 2412.75 1677.09 4762.90 �+ 34 I inch = 50 it. I EVCS STA 21+20.95 2412.61 1577.09 4761.54 w u SCALES, (PRIOR TO REDUCTION) I I BVCS STA 22+30 2412.47 1468.02 4760.01 0~ 50' H EVCS STA 23+30 2412.33 1368.02 4759.12 Ly,V -_ MIQH POf 4T ELI V 762.51 ' M0H Pow ST 1 74 7�- - _ LLLJJJ - _ PM - #711352 _-STA-= ? 80 -- - - - - - - - — - - -- --- -- - _ - - 7 - - -- - - - 4775 -759.3 - -- --- - s .76 - A.G. 0.8 . ' VC _ _ - - - - K =.115.9 o q c a m T T00 p0 3 d rc o 4770 u a a a exisTlNG AD 476 GROU^1D _ - ---- --- - Q + O - -- - - _ - - - - 476C� SIA 2I. - r r,_ T. _ 4755 pQ A)( NOT LEL�Lljji Of LLJ E > t +NSTA -! US WEST T tu' _ I a Dj_ _ ___ ___ - - ---. __ _ 4750 V) - - t>3C T5R [15h- EXIST_iNG- .. STA 23 05. EL-4765. __ -. - - - p O 0 - -- q - ---- - - 474f. >_ Z _ - - - O - CJ - -- - RECORD DRAWING pp E?�pO Nn O 1.0 ^06 - :K4K'V': N_41H!H '. . - 22+00 23+00 24+00 25+00 - - R 2 .�o R"�io u o1 �- n i-IN NOTE: �NI CENTER OF PAVED ROADWAY IS o L - LOCATED 10 FEET NORTH OF THE CENTER OF PROPOSED DURSTON ROAD RIGHT-OF-WAY W J�® INTERSECTION OF 0OT z% COTTONWOOD ROAD MATCH EXISTING ASPHALT SAWCUT 3 i 45' RADIUS i0 ` ADJUST MANHOLE RIM ELEV. TO MATCH NEW ROAD SURFACE Ou x ADJUST MANHOLE RIM ELEV. INSTALL MPC & USWEST — — w TO MATCH NEW ROAD SURFACE 90' R/W UTILITY CONDUL " >- — _ F--1% L%--� s o LOC 45' 5 _ - — — --. - __. RADIUS�- N- --_- Ti O ti - - -- O - - - _ _ 24 FT. WIDE - 3 IN. COMPACTED ASPHALT PLANT MIX -_- - (CROWN 0.02 FT./ FT.) - — INSTALL MONUMENT BO 26 FT. WIDE - 3 IN. DEPTH OF 1 IN. MINUS ROADMIX ON SECTION CORNS I (1 FT. SHOULDER WIDTH MINIMUM ON EACH SIDE OF ROAD) COORDINATE SURVEY WOR AND LOCATION WIT w m K 1 Y ENGINEER 28 FT. WIDE - 24 IN. DEPTH OF wN0w ° END PAVING 6 IN. MINUS SELECTED PIT RUN SURFACING :W INSTALL CONCRETE HEADER I SEE DETAIL THIS SHEET AI TERNATE: GEOTEXTILE FABRIC (USED AS NEEDED) TO SEPARATE SUBGRADE & PITRUN MATERIALS CENTERLINE COORDINATE TABLE TYPICAL SECTION DETAIL zz GRAPHIC SCALE - u -w LOCATION NORTHING EASTING FI.VAT a F as w im BVCS STA 32+00 2412.94 498.04 4754JT A'0 SC A;F EVCS STA 33+00 2411.04 398.02 4754.77 (]y m o s IN FEET 1 STA 33+55.32 2410.97 342.85 4755,04 1 e I inch = 50 tt. SCALE (PRIOR TO REDUCTION) S. f 50' H O �€ 1" = 5' V � tL W POINT LLFV = 4/54.a LW POINT STA = 32+50.31 - PVI STA F 32+50 i - - 477C PVI ELFV� 4754.52 0 A.D. 0.99. K 00.63 m -100,00' VC 47F` a .0 pa o m PAVEMENT GRAVE a a7e ��� I : z o�w a u �Zw 0 ' U � J J W�UU qC. xZ H Z Z O 0,1E W r CONCRETE SPEC: 4000 PSI 47`' MPWS SECTION 03310, M-4000 CONCRETE HEADER DETAIL o z — 47',,� - 0 1,0 W IC-I_E o Z Of 0 d V) d' a 0 r z 0 u z a J RECORD DRAWING < 0 R3 z mop gQ U� N�Wo NI ZJ0 n 4SH OU y,pCUo pUU > WJJK �t Zw - J , SQ W J% -Zs I p 8" SANITARY SEWER SEE DETAIL THIS SHEET10 • z k I _ N INSTALL 12"x8" M.J. TAPPING INSTALL 12"x10" M.J. TAPPING p SLEEVE w/T.B. k 8" M.J.xFL 7-SLEEVE w/T.B. k 10" M.J.xFL • ,I TAPPING VALVE w/T.B. k V.B. TAPPING VALVE w/T.B. & V.B. INSTALL 10" ENDCAP j INSTALL 8" ENDCAP & i w/T.B. k MARKER • MARKER POST 0 END POST AT END OF STUB OF STUB. ��nn INSTALL 8" ENDCAP w�A o w m Zip _ w/T.B. h MARKER POST AT END OF STUB uu�{Nu I� N 10" WATER SEE -� DETAIL THIS SHEET •�,'. I" s GRAPHIC SCALE i I IN FEET) I inch- 50 !t. SCALES' O 1 (PRIOR TO REDUCTION) 1" 50',H n � WATER EXTENSION STATION 9+14 WATER EXTENSION STATION 12+ 19 SANITARY SEWER EXTENSION STATION 13+42 GROUND SURYACE - - j - --- I - 4780 4760 _- - - ------ - --- _ _4780 rn 1 _- BACKFILL _- __ 4775 4775 - I - 4775 a u ne Qp .. Q z Z p Q I w Q 4770 �. 4770 4770 UI i n J 0' K (J/1 m b'MIN 12' Z 0] i 65 oQN1 waa_ O�aI 2OpQp tEA u,w o Qz g�WWj a II U . o 47650+3-: a + 4765 4765 Z I +o J poo x FM . O 4 O 00 INSULATION DETAILm� w= gQ© - o Q 4760 4760 w_ 4760 UE/TEL NO SCALEfif }I,� 6.5' MIN. COVER REQUIRED _ W FROM FINISHED GRADE TO I. 6.5' MIN. COVER REQUIRED 1 J� o TOP OF PIPE =: INSTALL 4" THICK %,10' LONG _ '. _ 4755 4755 '� FROM FINISHED GRADE TO F- 4755 N ~ . TOP'OF PIP --t .. . EXTRUDED INSULATION BOARD � i (AASHTO SPEC: POLYSTYRENE INSTALL 4" THICKIx 111 LONG M230-70) SEE DETAIL THIS SHEET EXTRUDED WSULA771ON BOARD (AASIjTO SPEC: POLYSTYRENE M230-70) SEE DIFTAIL THIS SWEET 0. % 47`,: MAINTAIN 18 IN— MAINTAIN - -. r.._ - ) NEW 8" WATER MAIN SEPARATION 67 LF 3 vi O NEW 10" WATER MAIN 65 LF NEW 8' SS m"2 Z . . 67 LF - - - e 4745 � 4740 N B < J n j B Q RECORD DRAW G 11+IIi R-4