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HomeMy WebLinkAboutGallatin Center Phase 1 7iia, CONSTRUCTION DRAWINGS FOR T, ��� m � 'w GALLATIN CENTER PHASE I � _`� ROAD , WATER AND SEWER PLANS UmN NZi IlIkk GALLATIN COUNTY, BOZEMAN, MT o a _ � _ JAN UARY 1999 10' 60' R/W 10' 17 WARNING: HALF SIZE 1. 6' DRAWINGS OWNER/DEVELOPER: GALLATIN CENTER LIMITED PARTNERSHIP 16, 2 � �a ALL SHEETS ON THIS SET OF PLANS HAVE BOZEMAN, MT 59715 0 BOX 906 BEEN REDUCED TO APPROXIMATELY HALF SIZE. SOEWA_K SIDEWALK O ALL SCALES NOTED ON THESE SHEETS ARE �25"/FT APPROX. DOUBLE THE ORIGINAL SCALE. a.5'5' THESE VERIFY PRINTS REDUCED 3"PLANT MIX SURFACE INSU TION 1/2 SIZE, LINE BELOW �� g'� O IFI MEASURES ONE INCH ON ORIGINAL DRAWING eOf ' . 3' - 1" MINUS CRUSHED AGGREGATE ' MODIFY SCALE ACCORDINGLY P~� "ROAD BASE" I � 0 2' S' 1' 7.5' 7.5' 7.5' 7.5 1' S' 2' DEPTH OF 6" MINUS SELECT BORROW VARIES. - t OVER EXCAVATE TO NATIVE GRAVEL AS :7IRFCTED BY ENGINEER(MIN. DEPTH = 12"). 20.5' Subject Property TYPICALSECTION NOTE:) TYPICAL SECTION DIMENSIONS VARY ALONG T _ MAX AVENUE DUE TO THE CURVILINEAR SIDEWALK 1 y N,; 2) WATERMAIN INSULATION SHALL BE 4" THICK X 4' m m n INDEX TO SHEETS I- _ I F- W7DE EXTRUDED INSULATION BOARD MEETING AASHTO m a SPEC: POLYSTYRENE M230-70. I' 1-90 SHEET NO. DRAWING NO. TITLE GENERAL Z 1 G-1 COVER SHEET Q 2 G-2 MISCELLANEOUS LEGEND AND NOTES O 3 G-3 STANDARD ABBREVIATIONS&NOTES 4•.. a 1-1 INDEX SHEET 1-2 TRAIL/SIDEWALK INDEX SHEET W. Oak St. _ �^_'_°^.�_' -' c C E-1 EROSION CONTROL PLAN --,( W E-2 FINISHED GRADING PLAN SANITARY SEWER WATER & ROAD IMPROVEMENTS Z W ER PLANS (2 SHEETS) LU W- -_ WATERPLANS (3 SHEETS) r 7 P-_ ROAD PLANS (3 SHEETS) VICINITY MAP G ? c J FLU- Q � a J � J U CQ'3 z w N O m PROJECT NO. SET NUMBER 2393.006 SHEET NUMBER G-1 MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS ; GENERAL PIPING NOTES DOUBLE LINE SINGLE LLNE � GATE � �iL g EXISTING PIPE(SCREENED) p1 � CONCRETC BOUNDARY AND/OR PROPERTY LINE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION NEW PIPE - KNIFE GATE ®>z i�_a N POINTS,MINIMUM COVER SHALL BE 6'-0'UNLESS OTHERWISE g z bS HT BUTTERFLY x FENCE LINE SHOWN. p EXISTING PIPE TO BE ABANDONED '^ 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND '''''' EXISTING PIPE TO BE REMOVED GLOBE EASEMENT LINE TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE WELDED JOINT BALL CMU PLAN INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BEj 5 0= ? — SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. GROOVED END JOINT- FLEXIBLE VEE-BALL 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SEAT PORT PLUMBING FIXTURE INDENTIFICATION 0- 9�I�y" CMU SECTION - CENTERLINE (?) SHOWN IS ONLY APPROXIMATE,FINAL SUPPORT REQUIREMENTS � ECCENTRIC PLUG W/REOUIRED 0 �— GROOVED END JOINT- RIGID g SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE SEAT LOCATION U rc�s a g m u w BT BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL --{— FLANGED JOINT PLUG OR COCK DF DRINKING FOUNTAIN BE AS SPECIFIED. FULL PORT PLUG EEW EMERGENCY EYE WASH � MECHANICAL JOINT KSK KITCHEN SINK _ - ROAD(EDGE OF EXISTING PAVEMENT) 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED — NEEDLE UV LAVATORY "' •����� METAL STUD WALL PLAN �N/ b - ' WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. � f HUB k SPIGOT JOINT M DIAPHRAGM SH SHOWER r'''� yA• EXISTING CULVERT (RUBBER GASKET PUSH-ON) —�W� PING{ SK SINK 5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL �.�}-N--, SSH SAFETY SHOWER t] HORIZONTAL/VERTICAL CONTROL POINT BE PROVIDED WITH THRUST TIES.BLOCKS.OR ANCHORS,UNLESS (�„��.�J 0 BALL JOINT SWING CHECK SSK SERVICE SINK STUD WALL PLAN OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEOUAIE FOR IQ DOUBLE DISK CHECK wC WATER CLOSET EXgm o _N TEST PRESSURES SPECIFIED. FLANGE COUPLING ADAPTER — BALL CHECK wH WATER HEATER 0 CONTROL POINT w5 WASH STATION I FlXIURE LEGEND 6.SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN — FLEXIBLE COUPLING HOSE VALVE UR URINAL + COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER _ APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT FLEXIBLE COUPLING WITH NON FREEZE HOSE VALVE VC VANITY CABINET NO.IN SPECIFICATIONS < <. MASONRY VENEERElm:] �-R-� X=NO.IN SPECS NECESSARILY USED IN THE PROJECT. THRUST TIES " -- BORING LOCATION AND NUMBER. SEE —OBI NON FREEZE HOSE VALVE WITH HOSE RACK � w� jwB-1 SPECS FOR BORING LOGS. 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. _ STEEL BELLOWS X=NO.IN SPECS VALVE ACTUATOR SYMBOLS o EXPANSION JOINT 32+00 ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT So— SAMPLE _ - GYPSUM WALL BOARD o-- SURVEY HUB AND TACK WITH STATION WELDED,GROOVED END OR SCREWED PIPING,SHALL BE EXPANSIN BELLOWS _ PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION — EXPANSION JOINT ® MUD t) U.S. GOVERNMENT BOUNDARY MARKER. CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND PNEUMATIC w/POSITIONER FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. Ind J 0+-- ELBOW UP F PRESSURE RELIEF BM-2 BENCHMARK LOCATION AND NUMBER OR AIR AND/OR VACUUM RELEASE RIGID INSULATION EASEMENT CORNER REBAR B.WHERE GROOVED END COUPLING IS SHOWN, SHALL BE THE Cam— ELBOW DOWN PNEUMATIC w/SOLENOID N RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED.D. WHERE A REGULATED SIDE 4 O POINT OF INTERSECTION, SET 5/8% 18" FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE b� REBAR W/L.S. CAP STAMPED C-329 SHALL BE JOINED TO THE COUPLING ADAPTOR. T �A� J �� TEE UP ---per- PRESSURE CONTROL Q ELECTRIC P-3 PIEZOMETER LOCATION AND NUMBER 9, VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. `(�-"��^--- MULTI-PORT VALVE BATT INSULATION '--f��i--' _ TEE DOWN 1Y BAES,LL VALVE SHOWN. FOR RVE HERSYM VALVE OL SHOWN.) ELECTRIC w/POSITIONER v X 1000 EXISTING GRADE 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ���J ARROWS INDICATE FLOW PATTERN.SEAT PORYS � Z APPROXIMATE. REMOVAL OF PROVIDE L UNIONSLVES AND MECHANICAL EQUIPMENT. NECESSARY TO FACILITATE 0 1— LATERAL UP ® ARE IMPLIED BY INDICATED FLOW PATTERN. CONVENIENT 01000 FINISH GRADESOLENOID HYDRAULIC - PLYWOOD _ LATERAL DOWN OT� 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR V 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS a CONCENTRIC REDUCER T MANUAL EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND MISCELLANEOUS PIPING SYMBOLS w I STEEL TO THE WORK OF OTHER CONTRACTORS,AS NOTED. Ev_ �I ECCENTRIC REDUCER STRAINER 12' EXISTING TREE W/APPROX. TRUNK DIAMETER 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE —� © SOLENOID �� ---C2F— SIGHT GLASS THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, III— UNIONI O e THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR —1./V.� FLEXIBLE(ELASTOMER)PIPE CONNECTION ry WOOD, ROUGH CONTINUOUS BUSH STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE,MATERIALS. BLIND FLANGE AND INVERT ELEVATIONS. PLUG GAUGE WITH COCK � NEW TREE AS SPECIFIED =1 -� CAP THERMOMETER WOOD, ROUGH NON-CONTINUOUS " o-Q SIGN, ONE POST OR TWO POST �} ® EXISTING MANHOLE PIPING DESIGNATION u •� ANCHOR �J ROTAMETER l �� _� PIPE AND FITTING END PATTERNS `!WOOD. FINISHED XX � - NEW MANHOLE EXAMPLE --1+ ELBOW 90 DEGREE f A F- GALVANIC ANODE B BELL 16"RW � AIR SET 5 SPIGOT •p_, EXISTING UTILITY OR TELEPHONE POLE � CROSS XX=SUPPLY PRESSURE - PSIG F FLANGE ; 16" RW pg TYPICAL INSTRUMENT SYMBOL LI ; NEW UTILITY OR TELEPHONE POLE PIPE. USE FLOW STREAM IDENTIFICATION LEGEND,ON TEE 26-1-2 (SEE I k C LEGEND) PE PLAIN END GROUND SURFACE DWG. G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. ; GE GROOVED END DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER WATER BLOW OFF VALVE m ELBOW 45 DEGREE MJ MECHANICAL JOINT m m 1 ACOUSTICAL TILE CREEK/RIVER W/DIRECTION OF FLOW VALVE DESIGNATIONS FIRE HYDRANT PO PUSH-ON o x o o m o l LATERAL CATHODIC PROTECTION TEST STATION F 1000 EXISTING CONTOUR XV CATHODIC PROTECTION ANODE ARCHITECTURAL LEGEND CONTROL VALVES OR DESIGNATION EXAMPLE, MJ PE # ��1000� NEW CONTOUR XCV ALL VALVES AS FILTER Q ACTIVE SHOWN ON P&IDs, IFLVCTIME as X=PROCESS VARIABLE NOTES: GATE SYMBOLS CC EXISTING STRUCTURE • -FLOW DIRECTION 1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE Z INDICATES PAIR OF DOORS TO BE REMOVED- - VALVE SYMBOL LINE FITTINGS. FITTINGS R OTHER END PATTERNS ARE SHOWN �\ SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING El. `SEW PLAN VIEW ��\ DOOR NUMBER EXISTING STRUCTURE • MANUAL VALVES: SPECIFICATIONS. MISCELLANEOUS MECHANICAL/ Q �(3\T_— 2. SYMBOLS SHOWN HERE FOR SINGLE LINE Cc FITTINGS ARE GENERIC M �l ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFlC END C� L F WINDOW TYPE EXISTING A.C. PAVEMENT• � CONNECTIONS FOR SINGLE UNE PIPE AND FITTINGS. 77m-- PLUMBING SYMBOLS 1„ qY4 DWG. NO, WINDOW 8"-V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN UGHT-LINED AND/OR III C� BUTTERFLY PS IL ELEV. OCCURS ON (((IIIJJJ I7� U. NEW A.C. PAVEMENT• SIZE OF VALVE SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND PRESSURE SWITCH EQUIPMENT IS SHOWN HEAVY LINED. _103-1 ROOM NUMBER VALVE DESIGNATION C� FLAP T 1 HOSE RACK (TYPE AS INDICATED) W 'w • VALVE TYPE, SEE DRAWL 4 DRAWINGS. PIPING MAY BE SHOWN DASHED ON MECHANICAL 77 co OO NOTE INDICATOR SPECIFICATIONS GRAVEL SURFACE m Z luu SAFETY SHOWER AND EYEWASH CONCRETE WALK • ® SHEAR SSH X X= NO. IN SPECIFICATIONS ? J ACCESS HATCH FABRICATED SLIDE XCO X = F - FLOOR CLEANOUTLl Q /R f� LIMITS OF TOPSOIL AND SEEDING • GENERAL NOTES: D - DECK CLEANOUT W V - VENT CLEANOUT �L INDICATE HINGE SIDE: SIDE WHERE LINES W - WALL CLEANOUT MEET (RIGHT SIDE ON SYMBOL) 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS J J 3:1 EXISTING EMBANKMENT. OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS FIRE EXTIGUISHER SLOPE AS NOTED • MAY NOT BE SHOWN ON THE PLANS. HD-XY HUB DRAIN WALL GENERAL DESIGN DESIGNATIONS O X = N0. IN SPECS 'R X" NUMBER IN SPECS NEW EMBANKMENT OR CUT SLOPE. Y - P WITH PRIMED TRAP v FEXT-"X' 31 SLOPE AS NOTED' ) V SECTION (LETTER)OR ON DRAWING WHERE SECTION DETAIL(NUMERAL) DR DETAIL IS TAKEN: Fp_XY FLOOR DRAIN Q HORIZONTAL DISTANCE : VERTICAL DISTANCE DESIGNATION - - DRAWING NUMBER X - N0. IN SPECSTi X:X WHERE SHOWN © Y - P WITH PRIMED TRAP W RIPRAP - - ON DRAWING WHERE SECTION OD-X OVERFLOW DRAIN NO OR DETAIL IS SHOWN: Q X = NO. IN SPECS NO1ES: DRAWING NUMBER(S) DRAWING NUMBER WHERE TAKEN -X ROOF DRAIN RD 1. •SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. (OR SAME DRAWING) X = NO. IN SPECS 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE DETAIL AND SECTION DESIGNATION NOTED AS'EXISTING" AND ARE SHOWN IN LIGHT LINE qp-XY AREA DRAIN PROJECT N0. WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- O X = N0. IN SPECS 2393.006 Y - P WITH PRIMED TRAP URES ARE SHOWN IN HEAVY LINE WEIGHTS. STANDARD DETAIL NUMBER - XXXXX STANDARD DETAIL DESIGNATION SHEET NUMBER SEE DRAWING D-1 THRU D-33 AT END OF DRAWINGS G-2 STANDARD DETAIL DESIGNATION Cn O) az�i�m ABBREVIATIONS ==-y� GENERAL NOTES AB ANCHOR BOLT FS FIAT BAR, 1 A(l 1100 N FC FLEXIBLE COUPI ING PI PIA 1k, Pm 0 T 0Y I INt 1. All construction work on this project shall be completed CY R ABDN ABANDON Pt YWD PI YWOOD In accordance with Montana Public Works Standard d i g Agy ABOVE FCA FLANGE COUPLING ADAPIFR PMP PLANT MONITORING PANFL SpeclRcatlons, Fourth Edition, January, 1996, and the OMay < AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PNI. PANLL add 1endduu m and these Contract Documents.C.O.B. Modifications with the February, 1998 C) ADDL ADDITIONAL FDN FOUNDATION PRCST PRECAST add ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED 2 n ' 2. The Contractor !hail restore all roadway surfaces to ADPTR ADAPTER FET FLARED END TERMINAL i PRELIM PRELIMINARY equal or better condition than existed prior to excavation AFT ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PREP PREPARE,PREPARATION and determined by Owner and the Engineer. AHR ANCHOR FF FINISHED FLOOR PROP PROPERTY ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE 3. The location, depth and size of existing utilities shown on y�� ALT ALTERNATE FHYD FIRE HYDRANT p5 PRESSURE SWITCH, PIPE SUPPORT these plans is approximate. The Contractor shall verify a. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW W J% APPROX APPROXIMATE FLEX FLEXIBLE PT POINT, POINT OF TANGENCY the existence, location, depth and size of the utilities K N prior to construction. The Contractor shall be solely PVC POLYVINYL CHLORIDE APVD APPROVED FLG FLANGE responsible for one damage rl the existing facilities due PVMT PAVEMENT to failure to locate or properly provide proper protection ARCH ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE RAD RADIUS when location is known. ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE '4, AVG AVERAGE FUR FLOOR RCP REINFORCED—CONCRETE PIPE 4. A list of representatives to contact for information ` AT FOC FACE OF CONCRETE RD ROAD. ROOF DRAIN regarding facilities is as follows: BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER — BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL System P i REBAR REINFORCEMENT BAR Montano One Coll S tem Chuck Dispatcher 1-800-424-5555 12 BETW BETWEEN FT FOOT, FEET Mon an Power Co. Chuck ii sla 582-4 89 BF BOTTOM FACE FTG FOOTING, FITTING REF REFERENCE REINF REINFORCE TCI Cablevision Scott Riis 586-2089 US West Phil Westfall 585-2350 BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE, RELOCATION BLK BLOCK GA GAGE, GAUGE REQD REQUIRED 5. The Contractor shall adjust all valve boxes and curb BLW BELOW GAL GALLON RST REINFORCING STEEL boxes to their final grade upon completion of all 4 BM BEAM. BENCHMARK GALV GALVANIZED R/W RIGHT—OF—WAY construction. Rods shall be installed in all curb boxes. BOT BOTTOM GALVS GALVANIZED STEEL Any boxes damaged or otherwise disturbed by the GND GROUND BRG BEARING SAN SANITARY SCHED SCHEDULE Contractor or any of his Sub—Contractors shall be BRKT BRACKET GRTG GRATING repaired at the expense of the Contractor. SOWN SIDEWALK CHAN CHANNEL GSKT GASKET SECT SECTION U CHK CHECK GSP GALVANIZED STEEL PIPE 6. All asphalt, concrete curbs and sidewalks shall be saw z � Cl CAST IRON GVL GRAVEL SHT SHEET cut or neat cut by method approved by the Engineer. SIM SIMILAR CIMJ CAST—IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SLP SLOPE 7, All water main shall be laid with a minimum 6.5 feet of CIP CAST—IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SP SPACE, SPACED cover from finished grade. Maintain 11' horizontal and 5 CIPC CAST—IN—PLACE CONCRETE HB HOSE BIB SPEC SPECIFICATION 18" vertical separation between water mains and all CIRC CIRCULAR HD HUB DRAIN SPG SPACING sanitary sewer mains. All water main shall be wrapped CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SPRT SUPPORT with polyethylene encasement. ^r'. I—'--1 CL CENTER LINE HDR HEADER CLDI CEMENT LINED DUCTILE IRON HK HOOK SO SQUARE g. All water main shall be bedded with select Type 1 fill le ~� SO FT SQUARE FOOTunless EE m CLG CEILING HM HOLLOW METAL SO IN SQUARE INCH 6" above the top T pipe (see MPW STD 022be in unless F CLR CLEAR, CLEARANCE HORIZ HORIZONTAL otherwise shown. The cost of bedding shall be included in G g SST STAINLESS STEEL the unit price bid for water main. CMP CORRUGATED METAL PIPE HP HORSEPOWER SS SANITARY SEWER CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION 9, A water service line shall be installed at each location7-1 CO CLEANOUT HT HEIGHT, HEAT TRACE STD STANDARD where shown on the plans. Water services shall be 1" ., COB CITY OF BOZEMAN HV HOSE VALVE STIF STIFFENER copper ��� COMB COMBINATION HWY HIGHWAY COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING diameter Type K co er unless otherwise shown. STL STEEL See COB STD DWG N0. 02719-1. $ STR CONC CONCRETE OR CONCENTRIC HYD HYDRANT CONN CONNECT, CONNECTION ID INSIDE DIAMETER SURFF STRUCTURE SURFACE 10. All valves shill be installed with thrust blocking, and SYM SYMMETRICAL valve boxes in accordance with Montana Public Works. CONSTR CONSTRUCTION IE INVERT ELEVATION T&B TOP AND BOTTOM CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE ; CON 7R CONTRACTOR IN. INCH TB THRUST BLOCK 11. See typical section detail on sheet G-1 for fire hydrant Ey ?BC TOP BACK OF CURB location. See also C.O.B. STD DWG 02718-2. All ; COORD COORDINATE INFL INFLUENT TF TOP FACE fire hydrants shall be 7.5' bury. CORR CORRUGATED INSTL INSTALL, INSTALLATION m CP CONTROL PANEL INSTR INSTRUMENT TEMP TEMPORARY, TEMPERATURE 12. All vertical bends and horizontal bends greater than 11-1/4 m < CPLG COUPLING INSUL INSULATE THK THICK degrees, tees, and plugs shall be thrust blocked in m d THRU THROUGH accordance with MPW detail 2713-1. C TO C CENTER TO CENTER INT INTERIOR T.O. TOP OF CTR CENTER INV INVERT TOC TOP OF CONCRETE, TOP OF CURB 13. The Contractor is responsible for controlling dust an CTSK COUNTERSINK JB JUNCTION BOX TST TOP OF STEEL erosion during construction at his expense. Streets shall Q be watered to control dust when order by the Engineer. CU CUBIC JST JOIST TW TOP OF WALL 7 CU FT CUBIC FEET JT JOINT TYP TYPICAL Z 14. All construction traffic shall use Burke Street for entry CU IN CUBIC INCH L ANGLE UBC UNIFORM BUILDING CODE e= CULV CULVERT LEIS POUNDS access to the site. The Contractor shall comply with UG UNDERGROUND the Montana Sediment and Erosion Control manual during CU YD CUBIC YARD LF LINEAR FEET ULT ULTIMATE construction. Silt shall be cleaned off the paved roads Z D DRAIN LN TL LINTEL UTIL UTILITY as necessary and as directed by the Engineer. c O d PENNY(NAIL SIZE) LONG LONGITUDINAL y VALVE, VOLT ICCC DBA DEFORMED BAR ANCHOR LP LOCAL PANEL VB VALVE BOX 15. Salvaged lop soil shall be piled at locations specified by sL DBL DOUBLE LR LONG RADIUS VERT VERTICAL the Engineer which will not interfer with the installation W U_ DET DETAIL LVL LEVEL VOL VOLUME of underground utilities. All salvaged top soil not used L for cover shall be left in o pile on the site at a location DI DUCTILE IRON, DRAIN INLET LVR LOUVER VRFY VERIFY Z DIA DIAMETER MATL MATERIAL VTR VENT THROUGH ROOF determined by the Engineer, DIAG DIAGONAL MAX MAXIMUM W WIDTH 16. All temporary cul—de—sacs shall have a 36' radius all weather DIM DIMENSION MB MACHINE BOLT WO WOOD surface. DIMJ DUCTILE—IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER W/ WITH .� Z DIR DIRECTION MCP MOTOR CONTROL PANEL W/o WITHOUT 17. All intersection pavement fillets shall have a 25' radius, 7 Q DN DOWN MECH MECHANICAL WL WATERLINE unless shown otherwise. lLl DR DOOR MFD MANUFACTURED WM MARE MESH, WATER MAIN DWG DRAWING MFR MANUFACTURE, MANUFACTURER INS WATERSTOP, WATER SURFACE 18. Datum used is M.D.O.T. Datum. EA EACH MH MANHOLE WSTL WELDED STEEL, WROUGHT STEEL C.O.B. = M.D.O.T. — 13.63' Q Q EF EACH FACE,EXHAUST FAN MIN MINIMUM WT WEIGHT _J CC EL, ELEV ELEVATION MISC MISCELLANEOUS 19. Pipe erodes shown are calculated from actual distances 111 ELB ELBOW MJ MECHANICAL JOINT WfR WATER between invert in and invert out to illustrate actual slope. +J W MN WATER VALVE Measurement and payment shall be per specification (center ELEC ELECTRIC, ELECTRICAL NIC NOT IN CONTRACT WWF WELDED WARE FABRIC of manhole to center of manhole). - �n 7 Z ENCL ENCLOSE NO NUMBER WWM WELDED WARE MESH �•J W ENGR ENGINEER NOM NOMINAL 20•Sewer service stubs s be 4" diameter unless otherwise shown and XFMR TRANSFORMER shall be installed. upstream tream from the downstream property line and EP EDGE OF PAVEMENT NTS NOT TO SCALE 1'D YARD EQL EQUAL, EQUALLY OC ON CENTER extend 6' into lot. See C.O.B. STD DWG No 02729-1.EQL SP EQUALLY SPACED OD OUTSIDE DIAMETER NOTE: 21. The Contractor shall place crushed stone base course, compacted W EQUIP EQUIPMENT OF OUTSIDE FACE 0 EQUIV EQUIVALENT OHP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR to the thickness specifed under all curb and gutter and sidewalk. USE ON DRAWINGS AND TEXT', PUBLISHED BY THE EW EACH WAY OPNG OPENING 22.Wheel chair accesible sidewalk ramps shall be provided at all m EXC EXCAVATE P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERIC NATIONAL STANDARDS INSTITUTE INC. (ANSI) intersections and where directed by the engineer. EXH EXHAUST PC POINT OF CURVE OR CONTACT THE ENGINEER. EXP EXPANSION PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT PROJECT NO. EXP JT EXPANSION JOINT PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. 2393.006 EXST EXISTING PEN PENETRATION EXT EXTENSION, EXTERIOR PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS SHEET NUMBER F FLANGE PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE FAB FABRICATE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. PJF PREMOLDED JOINT FILLER —3 BM# 1 =<g. a F N cCiat z Ass CAP NDD'13'YT1 147e.5e' o ---------------- r I� sie.0e' N0 we 493.14 zs'Pueuc uTwTr EAs�AtotT g 5 1 S� >n o 19 w � 18 BLK 2 I I U sW-H Igo 2I LOT 9 BLK 2 I I I I I l IT 8 BLK I I -V,MW CUL-DE-SAC SHEET m-� „w I17 �_ �o� PHASE I UTILITIES THIS PROJECT 3 ' we.ss' g i i I LOT 10 BLK 2 n 4 17 BLK 2 X m DATUM = M.D.O.T. ° C.O.B. = M.D.O.T. - 13,63' s BENCHf ARKS a (� O (� o I 1A@EL DESCRIPTION Z l\�J\W ILrS� I FbSIIM�i ELEVATION O r _ �Jl BM#1 YPC (GASTON) 13 56.14 41512.37 4671.03 w ti ;,N,� LOT 16 11 1 1 1 �y�y/o BM/2 SSMH RIM NA NA 4667.26 BLK 2 ' — BM#3 MDOT ALM CAP 1 14.00 43001.63 4668.06 F� B 5 9 o I 25'P,-, Max Ave. rqr� ROW) D �I BMN4 MID ALM CAP 1 68.89 43172.63 4675.20 --- -- -- --- --- --- - BM15 YPC 11 88.07 42217.72 4688.66 Fr-1 i Y m 10 0 ._ 1TE7QSTIIC IIRIEIr- P R 66d [L 1C� YS — ow• SDP23'51'r _ _. - �? P I Jal i r- --rn ., 2 t3.90' - — —ep—g7gE'y'1�RppR _ — — — _. F— — _]. - STREAM CORltl00R .'}._ _— _ -W 5ffiAY_CARBIQOR I I I LOT t - I BLK m I = t. . 3 ! N (ND(I/STON I i MD DASTON YPC. B v 13 + �✓ �t W� h; - ANDRTN I I GASTON YPC �,zo' a° 4 Y zls.es• �LOT 12 BLK 2 _. I �;�t•. _ SHEET EET \ \ NOD CMe REBAR LOT 14 8Bt K Ji 5 BLK y a Z P NORTH CC o � Z NORTH ' , 1 o p ' .' W o LL LOT 13 FM W BLK 2 4I II "I 1 / w Lu " I C Nuu CAP {�P MH 5 = Z Q BM# 3 P E- CCL P ----- --� -------------- --- -- -------- J Ns,RucTNMF� .� - W DM# 4 Q Z �uTY EA T _ z� weuC unuTY EASEME„ ✓. Z sarzoi39�- �f� 3oese' / FND MeM YPc tee se' Ne Cs a AR 1' NO ACCESS STRIP SOQ to eeo 4e' f I 30 N _- ..,. .. - MAY _ ^W7 N - -!- MH 6 O I'NO ACCESS m STRIP I I Pam . . PROPOSED NORTHWESTCT WATERLINE TO BE DESIGNED _P� / SCALE P 20393.0060 AND INSTALLED BY OTHERS. (EXACT LOCATION NED AT SHALL A LATER B ME.) ` - � HORIZT V-1)0OT SHEET NUMBER -1 !f)1TN K CI(10E I � I R(11F A KINf1T PARTTIFRCHIF � 'rJr^!/`AN CI7,1UrN7L� e:CN a � C" Ieggpe" � t' IPA h I G Y - OPN"Aa1 - = cwx 0. (T) Oa.< V) 4 o V) \ 4 V j. III auoa vvb.901 II I 1 01 )L m \ ID C 0 3. m �vrZ °i9c �� Sh _ET 1 N III Z � 40 Not nRT OF l Iva I I UNNlz HI., TRAIT) O 3 F f .ro I I }o00m ¢ Z e/o I > 3.L Wc+ .L11------------------------------ — ---— — -- m — ------------------- ------------- .n"j b Azs au�u�TiSurr€wso� r 8035 FEET OF — / 5' CURVILINEAR 48t F OF m \, " CONC. SIDEWALK I I— 4- ILINEAR (SEE SITE PLAN) I 1 I 2 GR VEL TRAILS F F W 615 FEE OF (N T PART Op 5y 6' GRAVEL TRAIL j I THI CONTRAI` ) �ONTD 5 f �"°' (SEE SITE PLAN) I i I (S SHEET I 44 EET OF OT PART OF I II i ,� 6' VILINEAR �v1RACT) � 577 FEET OF I I 4 GR L TRAIL Y 5' CURVILINEAR , I N ART OF II m CONC. SIDEWALK I HI$ FONTRACT) OJm 878 FEET OF 00 (SEE SITE PLAN)I 5' TD. C.O.B. OJ I o i _ _ _ _ CO C. SIDEWALK 5 FEET OFI ; td J SHF�T P-2) CURVILINE� ; oli I I ` -- ------------ ��s !'ONC-SIDEWA (SEE MEET P� 1 m m ? — ------------ \Gn6 e� (NOT PORT dFn Y x 4 0 II I I rt::RIA ET — — —�� \\�\ THS r�NTRAIC Y I I_iEAi? N �l � 0TRAI \ \ i ILEGENR \ \ Yv�wv TRAIL/WALK 877 FEET F\ \\ M N �' -t l , I 5' STD C.O.B. ---- w J CONC. SIDEWALK \ Z Y I i I (SEE SHEET P-2) ram/ oz °' 3ICL Z � Q J J J w N O � m ALL SIDEWALK SHALL CONFORM ALL SIDEWALK SHALL CONFORM TO MONTANA PUBLIC WORKS, CURRENT ED. TO MONTANA PUBLIC WORKS, CURRENT ED. PROJECT NO. GRAVEL TRAIL SECTION 5' SIDEWALK SECTION 8' TRAIL SECTION 2393. 006 SCALE SHEET NUMBER NTS NTS NTS HORZ 1•-100' I-2 11•X17• - 1• - 200' NOP 13'47-E 147858' FWD GASTON FNQ GAS6+YPC 7m:06115i i li 8O'STREAM DOR �. L H EAVY oqp- ��g` I l i Py T MIN. DEPTH- 1/2 D a0 s6��ppu>R LOT .9 BLKL 1�II :�SalS= � I'a LOT 8 BLK 1 ' DEPTH OF CRUSHED STONE h ' CONSTRUCTION ENTRANCE 3� III NO SCALE E-1 arc n ma's a OUTLET PROTECTION I - 0 = COSTCO WHOLESALE CORP. NO SCALE E-1 qa I 999 LAKE DRIVE ISSAQUAH, WA 9 8027-536 7 o EROSION CONTROL NOTES: _ _ w � SILT FENCE FILTER 1. CONTRACTOR IS RESPONSIBLE FOR - I CONSTRUCTING UNTIL ALL EROSION CONTROL MEASURES [l o FINAL ACCEPTANCE OF WORK AND THE SEEDED ry / AREAS ARE WELL ESTABLISHED. q 2. PERTINENT EROSION CONTROL MEASURES I I O N D 4 SHALL BE CONSTRUCTED PRIOR TO 1 COMMENCEMENT OF OTHER CONSTRUCTION. 3. CONSTRUCTION SITE ENTRY SHALL BE VIA. N. Z C BUILD 6" 20'x40' O 19 th AVE. / BURKE STREET. EXITING LEFT HAND w y CONSTRUCTION ENTRANCE TURNING MOVEMENT ONTO N 19 th AVE. FROM Ave.- (W Row) I I I H 1 o CULVERT INLET BURKE ST IS PROHIBITED. USE CATRON ST. AS �� W — — - SEE DETAIL corRsrRucnoN IXT. 5 - T E-1 4. CONTRACTOR SHALL REMOVE ALL MUD, SILT ______________ �____ ___ --- ----- ------- I ----_--------T� INLET PROTECTION OR DEBRIS TRACKED ONTO CATRON ST., BURKE w $ - - - - - - - Gs — — — — — - NO SCALE ST. & N 19 TH AVE. AS DIRECTED BY THE �R --------------- ---- ou�L`T-oFT�E{ENCE- E-1 — — — yo's11�Trort4dkl X—X—y I I `�O+L�E i CENTER T. NCORN E LLC I -� X SEDIMENT PONDS I — X tea, x I 1 1822 WEST 59715 SILT FENCE TEMP. I i i EMP. _L T- i LEGEND DESCRIPTION POND VOL OUTL-FT STRUCTURE a I I I 1 ` �( SILT FENCE TEMP. POND A 1,080 RETENTION POND POND A HD�AST°1 i I `"DT"'we }[ J 1 CONSTRUCTION TRAFFIC DIRECTION TEMP. POND B 1,080 RETENTION POND 4 (SEE LOT 8 SITE PLAN) ,a II I 1 I Ac \ \ 1120r a( ARROWS INDICATE THE DIRECTION OF POND D3 (SEE LOT 8 SITE PLAN) y �1 \ \ 0 cASTDN we \`e� DRAINAGE DURING CONSTRUCTION ' _I 1 \ \ All outlet structures shall be protected with a 2'tall silt fence filter. All LOT 6 \ SEDIMENT PONDS I I I " D s/8 REBAR 0 CAP �j — ponds shall be a minimum of 2'deep with the outlet structure located m o BLK 1 \ �- adeast F above the pond bottom to allow for sediment storage All ponds < P o m o 0� o 00 shall have a designated overflow structure(rip-rapped broad crested weir) y t PHASE to provide a designated overflow path to the stream ditch that will reduce LOT 5 BLK\i .} \ M 11 the chance of erosion to the pond and stream banks All pond banks shall be immediately re-sceded with native grasses. All sediment and erosion control shall conform to the Montana Sediment and Erosion Control Z / / 1 Manual. Q LOT 1 BLK 1 CC 1Uj LOT 4 BLK 1 y e- FND '+� FWD � L�L / 1,� EMERGENCY ♦ I `� D M p ff` uMM C ALM"UM CAP , - 4' MIN. RIP-RAP 4- MIN. RIP-RAP �, O Z oT / LOT BLK 1 IXISTING ? J SEDIMENT TRAP STREAM Q 0- --- »--_ ' LOT 2 LK 1 j' I I 25'aUBUI:.URU7Y c,\ M z;'PUBUC UnUTY EASEMENT - EMERGENCY OVERFLOW NO SCALE "CC _j FND MOOT -T ir AEUMWUM-C _ &1'p�76i —, ,•�1 0 W L WAY LRIpp7 BERM 6'-B' Q -- _ - - - - ( OUTLET PROTECTION • -- - - - t NO.4ccr OND DEPTH VARIES 3;� W �SR,, I� 3' O BUILD 6" 20'x40' _' - 10 m CONSTRUCTION ENTRANCE (— PROJECT N0. SEE DETAIL r, 2393.006 E-1 1 ' SCALE SEDIMENT TRAP TYPICAL POND OUTLET SHEET NUMBER AMERICAN SIMMENTAL ASSN., INC 1'-100' F 1 SIMMENTAL WAY HORIZt NO SCALE `'--1 BOZEMAN, MT 59718 trX17' - P - 200' 44 fto CD fill 11 Ln I /_I�//I/_I/ ,/•' /I _1_�-'u-/_\��/ � _-_-i-Ov-V\-i_\I\O`/\_\_�_ Y Z IIII PLEASE EE TARGET SITE C ����`\�\\`\\r���6��/-,.\\\`•\�v�I/\\��\\�\��~�\���+`1�^-1�`�\���\`�`\��l��\���\�•\�O\•�\i�\\\�\w.- -�$��-\-_\_-`-.+-�-V/_ i If I/j�IJ f 1�;1�1�I 1I I I 1 I\I,tYfI 1I\I II I!iI�III�ma11�\Ify\I'�f�I'\I\I,,\O,�1�•1 t�I-,I-�/I 11` I i IIi I I\ III 11` '�P N`S R FINISHED _ IFGRADING ELVATIONS CONTOURS. 46 _j W 16700 I/ I IF Qz Z k<o aIld�"1o>5 l INC- a 100 U M v^ Lu VR � A Q L : W CL GRADING LIMIT J0) if (TYPICAL) INC uj 00 L Im i:56ii SCALE OT O 2393,006! -401 QZ CN k<o l i \ - • �-- 11•XT7 P - 80' ►mod \, I I SHEET NUMBER E-2 r r:i i NOTE: SIDEWALK RAMPS AT INTERSECTIONS W W /a1 7n; SHALL BE 6" THICK FROM BEGINNING OF PEDESTRIAN RAMP TO EDGE OF ASPHALT BOTH DIRECTIONS. CONTRACTOR SHALL BE ti PAID FOR RAMPS AS 6" WALK SINCE NO e L 0 T CURB & GUTTER IS REQUIRED. W LOT 7 Y U MATCHOf gS =jAff EXISTING CATR ON CREEK ALIGNMENT SURFACE a GL 36 LLd IN A STREET MARKER C. m it 0 b 6 -W/R 1 STOP SIGN O.a STD. ct (SE ETAIL C. SHEET P-2) ^ G y471 11. Sf J L�C' hS� — ---: � W i�a �rr.6kC'y6J;5R ,��y�.S�-� � L� _�l'Y.6�E.va7i.63 6'IIN. s� >s Cr) n A 0+72 STA 5+05.9 " _ 3' ASPHALT TALL 47 LF OF 12' INSTALL C.O.B. y 15L--- Z 3 W/FES. (NOT THIS CONTRACT) - '-'"�C `N664.79 ALIGNMENT __STD..-klONUMEN7'Zryl,r.0�_ fi74- INSTALL 2_0 Q I 65.50 PROPOSED CATRON K - _ - - cifIEW +21 TO STA S+93 - - EASEMENT STA 6+37 —1.0'- :•r �'., I— 544 LF 6' GRAVEL WALK CONCRETE SURF -END_P"SE 36' RADIUS GRAVEL SURF. r o C s INSTALLED BY OTHERS. 7 _ p (SEE'SFVET P-3) PAVING IMPRO�EMEP%—Z-,Y, ,, (S'i U INSTALL PAVER XWALK � _ R-25'`� ( ) ►r�' R=25' ----- SEE DETAIL B, SHEET P-3 SMV•Bts•ti ,7( i (� — _MAX AVENUE _ � SEE SHEET G-1 FOR ^'_ w P-1 p �-- t --+ - 0R +— --+- —1 + �1 + 4 I g �� W 8 �Og ROW 32 SURF} g g 8 a — -P 1 -25'.� 1NY.E�e .vn7;.,y y =,vv.6l-f'�f7L03 z S S 0+43 IN 80 LF 1 HOPE UTILITY •��1. 1 ' C DUIT. STA 0+21 TO STA 5+93 `Qf SEE: LL STA + 575 LF 5' CURVILINEAR ( rA INSTALL C.O.B. C.O.B. SIDEWALK STA 5+30 STD. MONUMENT SEE TARGET SITE PLAN I INSTALL 47 LF OF 12' 1 FOR TEMP. FOR LANDSCAPE FEATURES Y RCP W/FES. CUL-DE-SAC DETAIL T I ' RED. ACCESS(TYP.) TEE- 0 IEW-72.80 I STA 6+37 el N I INSTALL THICKENED 1 EDGE SEE DETAIL O LOT 8 i LOT 9" � /SEE TARGET SITE PLAN FOR LANDSCAPE FEATURES SCALE • HORIZ 1•-50' SCALE VERT, 1•-5' NTS x MEFCWW RFDWTIOAO SOW RFDUGTIOM a NORTH 19th AVENUE / BURKE ST. MAX AVENUE PVI STA 4+75.96 PAVEMENT STRIPING IMPROVEMENTS n.�/✓1 `y ' - 4690 PVI ELEV = 4674.77 4690 B A.D. _ -0.98 ; K = 76.45 A1N0 A1N0 � � o a —75.00' VC— •$ 4 o m o 4685 -STA 4+75.96=0+00 BURKE ST. 4685 STA 0+00 = CL-CL INTERSECTION N qCL ELEV = 4674.68 CL ELEV = 4667.26 4680 + + N w 4680 1 y O m FlNSHED GRADE - _ 0.76X_ _ , g_ CC C ,n 0 CENTER LINE !� a675 4675 AINO A7NO - LU CC v O Ii DUSTING GROUND II 0 CENTER LINE Lu ad ?s - STA 0+41.5 GAS MAIN ` II.- J FIE D CONTRACTORCL 4665 TO VERIFY DEPTH - 1 4665 �� Q W STA 0+43 INSTALL Ui ~15 HOPE UTILITY CONDUIT. • +�, J 4660 Q e#e2en4> fR Z t Ue Q 4655 J 4655 - - - ' - N U m Z 4650 I 4650 PRO,ECT N0. 2393.006 N .n rn m o n n e n a m n a a M N O rn m n �n ti N rn n �n rn m g ry o a m n in rn n �n n rn o N < �n SHEET NUMBER - -- - - - - - - - SCALE n n n n n n n n n 4645 HORIZ 1•-60' P-1 03EFOAE 7*DUCTTOAO i 1 STALL 6 ITHICK CONCRETE PEDESTRIAN 3 7!9! PS FOR�CROSSINGS ACCORDING TO C. .B.D. DWG. o. 02529-8. . o d j�;7 {/ `n I ALL STREMARER/ LOT 6 • -. Li N R1-1 ST P SIGN C.O.B. STD. 5TA 1+OS 1n IN sr so coos IEs - 46i2.irisa LOT 4 tIEN - 4672.00yR L - 22LF3S - 0.57G STA 0+33 TO STA 9+03 - STALL 864 LF STD 5' STREET MARKER 3 C.O.B. SIDEWALK AND//OR STOP SIGN (SEE C.6.8. STD. #09810-1) R.O.W. , LOT 3 �61' R �NSTAIL 884 IF STD 5' .Y STA 1+10 C.O.B. SIDEWALK 9+13 INSTALL 12" RCP w/FES'a VRL 0 LF OF 18' HOPE '1 r auv A 0 EN - 4672.11 (6p• rle I 0. INSTAL 20 CYDS IIS - 4672.00 PpK s�Q k 1 UTY CONDUIT. D. WOI UM mll OF H W RIP-RAP L - 22 LF ,g2, FF �.. STA 8+98 ' S - 0.5x SC7RF T Q� '' INSTALL 1 j' OF 6' SA RCP 3 iZi55 THICK WALK/RAM 6 �. ` �� ES = 4:75.90 TO EDGE OR STREET IEN = 4675.06 •/�• NOTE: SIDEWALK SHALL BE 4" THICK ° y (BOT)H SIDES) L = 72 LF 8 :2 CONCRETE EXCEPT IN THE FOLLOWING '. s - 1.1% R=25' TYPICAL i.58 SPECIFIED LOCATIONS: STA 9+07.43 o _ INSTALLS C.0.8. - STA 5+18.58 5TD. M c. . .i 93 I 1. SIDEWALK RAMPS AT INTERSECTIONS A 0+41' INSTALL C.O.B. " z LLl w SHALL BE 6" THICK CONCRETE FROM STD. MONUMENT 8 LLJ w �' BEGINNING OF PEDESTRIAN RAMP TO EDGE OF 8" HDPE Z " ONn I ASPHALT BOTH DIRECTIONS. s R-25' Q 7 04 2. SIDEWALK ® ENTRANCE DRIVES SHALL BE R,Z�o STA 7+32.36 16' RT. & LT. W g 1�16 I 00 6" THICK AT THE FOLLOWING LOCATIONS: 4 - f_11__ START 10:1 TAPER FOR 12' RIGHT � --- m . �i( �p �j�5T STA 3+62 TO 4+08 LT & RT TURN LANE. 6 R=25' o t QSIGN LOCATION �, w q P- " STA 7+84 TO 8+30 LT & RT N J--/ STA 7+92.36 28' RT. & LT. END I - L• F-+--1 ►.�4 9►r., z INDICATES 6" THICK WALK 10:1 TAPER FOR 12' RIGHT TURN INSTALL PAVER XWALK O SCALE LANE. - (SEE DETAIL SHEET P-3) LOT 1 1 HORIZ� • FOR STRIPING DETAILS 8' s -50 SEE SHEET P-1. INSTALL STREET MARKER STREET LIGHTS ON _ VERTU 1 -5 N19TH AVE. ARE I I W/ R7-1 STOP SIGN C. .B. D. - Q)EFORE REDIICTt010 (SE:E DETAIL C, SH p-2) TO BE INSTALLED BY OTHERS. STA 0+00=STA 4+75.96 MAX AVE. BURKE STREET - 4695 CL ELEV = 4674.68 4695 - la ly LOW POINT ELEV 4674.09 m m LOW POINT STA - 0+81.20 e�TYPICAL SECTION-TEMPORARY CM7DE-BAG m o PVI STA = 0+82 n '0"-' 0 o m 4690 PVI ELEV = 4674.03 - 4690 A.D. = 1.03 K = 48.41 SCALE Z 4685 ,0 50.00' VC HORIZ P-20' INK'oM 4685 � t\ ul LOT 8 o 0+ o PROPOSED BUILDING SITE �' ~ + n + 4680 II o to a _ 4880__ ii Cr 0 W m >U> U FINISHED GRADE DOSIING GROUND `0 CENTER _ _ - _. - _ _ PHASE 1 L m O CENTER LINE / 0,53%__. - - _. - - - __ - - _ PHASE II 1 0 � � Z 4675 -2.0ryt 0.50 Xf? Co-- -- - - - -• -- - - -- - ----, 467s- _ Tom` STA 0443- Z_ Cho15*HDPE STA Q+1A Q UTILITY CONDUIT _. 15'UTILITY CONDUIT 3 n 18.69' 4670 J 0 -- STA Lu CL 6x58 RCPA - - CL I:-4675.48 - 4670 IE o a=4670.00 - J ui Lc 4665 - INSTALL STD G.O.B. `T wm �MP 00' FOR TYP. SECT ON 4665 DEAD END BARRICADE g A 'T \ SEE: v! (COB STD. DWG /09810-2)7 p` INC INSUL w/4' / EXTRUDED - / 4660 POLYSTWUE PER- ¢ 4660 ® (THIS SHEET) W IN.0 SEO M230-70) _ ®' O 0 © N.19TH (E.P.)=STA 9+52.7 BURKE ST. < ® m CL ELEV = 4678.67 LOT 9 4655 I ° - 4655 w PROJECT N0. �, o M N o o - M a M � o M a � m m "_ TEMPORARY CUL-DE-SAC 2393.006NUM v v a v a a a 'a a '-"a L0 "lo N vi u) o ui rri co ro ro ro ^ r; r; r; au ao ao ao 00 H SHEET NUMBER t\ -'�h t` f` f` r t` ` I` r I, r r r- r n r P_2 a ' t CONCRETE INTERSECTION DETAIL o THE INTERSECTION OF �_ ff a Fp MAX AVENUE & BURKE STREET _ § � o � CONCRETE CROSSWALK DETAIL 98 >s= a I 8 THICK REINFORCED 4000 PSI CONCRETE ON 4' OF 1' MINUS COMPACTED CRUSHED GRAVEL. RED COLOR= 492 MAROON - 1 BAG PER YARD OF SOLOMON COLORS OR APPROVED EQUAL. Y j ALL CONCRETE SHALL BE FINISHED W1iH MEDIUM BROOM FINISH. REINFORCEMENT SHALL BE #4 REBAR 18" O.C. WHEN CROSSING EXSPANSION JOINTS. CUT EVERY OTHER #4 REBAR 2- BACK FROM EXPANSION JOINT. r 32.bO' I 4 Q2S ryh. HATCHED AREA IS RED COLORED N5 CONCRETE NON HATCHED AREA IS GRAY COLORED N CONCRETE R W CCrv••RRR�, p BURKE S T. cc p R=20'-0 ; N R-25-0 r7 P1 3 m > m 1 X WALK DIMENSIONS r m EXPANSION JOINT DETAIL -- LIGHT LINES ARE SAW CUT CONTROL JOINTS Z x DARKER LINES ARE 1/2" EXPANSION Z JOINTS W/ SEALANT- USE SIKA FLEX OR O Z APPROVED EQUAL. (SEE DETAIL) — 0 GRID IS 10'X10' W V I F { ?s F W 00• Z Qry�O Lu cc U W 1-32.00' Z Z Z J Q Lua W J � � ZZ a > O Lu ¢ � m X ¢ PROJECT N0. 2393.006 SHEET NUMBER SCALE HORIZ, 1'-10' P-3 -� Qy 3i p3 U 9vis TARGET a iou s Sao=a��a #1 I.'i W1 1:1 f .1 I it li 11 O 1 B THICK REINFORCIO CONCRETE_ ON ♦" OF 1" MINUS COMPACTIO CRUSHED GRAVEL. REINFORCEMENT SHAII BE N, REBAR 18. O.C. WHERE REINFORCING CROSSES EXPANSION JOINT, 4 a CUT EVERY OTHER BAR 2" FROM JOINT. CONTROL JOINTS, TYPICAL TYPICALI/2- EXPANSION JOINTS ® 15'-0- O.C. — ----- --- --- - -- - - - - - - W SEALANT USE SIKA FLEX OR APPROVED EQUAL SEALANT (SEE DETAIL SHEET P-3.) q FINISH CONCRETE WITH MEDIUM BROOM FINISH CONCRETE IS MAROON 492- SOLOMON COLOR INTEGRATE PAVING WITH GUTTERS W i 0 T11 CONTROL JOINTS, 5' TYPICAL B � II a3 � m � m ^ TYPICALI/2- EXPANSION JOINTS m 15'-0- O.C.W/ SEALANT- USE SIKA FLEX OR APPROVED EQUAL SEALANT Z W GUTTERLESS SIDEWALK, PROVIDE V Z WHEEL STOPS. ¢ C) CC uj Cc S' WALK IS FLUSH WITH Z Z ASPHALTIC PAVEMENT. W W Ucc WZ O � a � a UJ Cc L Q � a w � N O m PROJECT N0. - 2393.006 SCALE SHEET NUMBER HORIZ 1•-10' P-4 MWOM FV!DWnM s NORTH 19th AVENUE / BURKE ST. ),INO m S74 7+50, INSTALL 0 PAVEMENT STRIPING IMPROVEMENTS ADVANCE- R3-5 STREET / � �� - SIGN. (30"X30") Jle, LOT 4 ,osg �NOTES: i 3o.4.6% STA 7� 32.36 10 STA 9+42.36 �s j 6- 1. INSTALL ALL NEW LANE MARKINGS INSTALL 420 LF OF DOUBLE p YELLOW CI_ PLAS hC STRIPING � W USING APPROVED THERMON,_ASTIC MAT'!. ALL SHOUI DER MARKINGS REFURBISHED =8�<� wIEPDXY PAINT AS DIRFGT[_D BY ENGk. INSTALL 220 I E 4" DOUBLE YLl_I OW PA'N i. s^ LOT 1 1 ;2. AIL STRIPING SHALL BF c�)ti�II�LE l�� IN ACCORDANCE WIIH MONTANA 8 SCALE STANDARD SPECIE(CATIONS FOR ROAD \'�._ Pi•'.h'n l< • I-IQRIZ: 1•-40' AND BRIDGE CONSTRUCTION 1995 (BEFOREREDMTION) EDITION. STA 8+82.36 INSTAII\ ��0 • 8 LOT 3 R3-`> STRI ! I SIGN12 (30"".3C;") dOlSSTA 9+32.7 46' RT r P o O E INSTALL R1-1 STOP SIGN 9+ 67747 • � � --- - _ 52. - _ -- - - __._ .. TA -------- . NORTH 19th AVENUE y INSTALL R5-1 DO NOT - 1 00' -�- - - • 250' -- E 32.00' OBLITERATE �PLASTIC f fl-- il RIGHT TURN ONLYMARKER00 NOTES: m 00 1. INSTALL PIN DOWN OR FOF'I, Q I PLACE MDT STANDARD CURB. Si + j F�I DETAILED DRAWING 609-10. 0 cc \ YI 2. AREA WITHIN MEDIAN SHALL BE Z � I - s LANDSCAPE ROCK. w I s� EY SIDEWALK / � r^ 7 CD cr N 3. INSTALL FLEXIBLE DELINEATORS A'S vJ SHOWN ON PLANS AND IN ACCORDANCE Z IY EDGE EX APPROACH W + WITH MDT DETAILED DRAWING 619-40, w fu AND NEW APPROACH of i o& 4. MDT STA OF ACCESS IS U ? Z DOUBLE 34' APPROXIMATELY 53+50 FROM N 191,1 lcr co - YEL UW PLANS- HDP-IR 9113(001)F. - FROM EXISTINGCL PAVED SHOULDER Q r i yF<<o z J Z W EXTEND PLASTIC J 30 DEG J �L�S'TRIPING - Q I UGC !x nNha�AC 6 m IH W Z a> ' • Q RELOCATE PLASTIC j W o «1 RIGHT TURN ONLY INN� ® ONLY = MAiKER TO HERE m O m i t F- t X PROJECT NO. Z2393.006 SHEET NUMBER SCALE HORIZ: 1•-20' P-5 (BEFORE REDUCTION) pi a;c, 27%4 1E 70.12 =100 S-0.42FT. 7.. - 27X44!1 -69.70 U o p w x =V> a aw DEFINED STREAM CHANNEL L-IN FT. BURKE S T. } L S T A 0+7 1 DEf lW D S'Pf AM CHANNEL = \ JJ {0%65 IE=69.37 S=0.42 X 40X65 6995 I � i 27X4 IE-70.12 S-U42EX 27X44'I 69.70 SCALE- 1•-3' UU Z w N N U U1 s I � • U fJ BURKE ST f; SCALE- 1•-2' 27X44 IE = 70.12 27X44 IE = 7012 o m o mo 6" DEPTH 40X65 IE = 69,37 DURING LOW Z LL❑W Q Z O W ; UV � Z Z � Q i Qua � Y BURKE ST. ELEv-74.Io — ccBERM=74.40 $IDEVALK-7{.30 mm — W DEFINED STREAM CHANNEL 27%44 IE-70.12 27%M ff-69.70 DEFINED STREAM CNMRCL W 6'DEPTH 40X63 IE-69.37 f - -- - - -- _--- > DLIRING L➢V 4OX65 ff-6R95 O FLOV PROJECT NO. SCALE, 1•-3' 2393.006 SHEET NUMBER P-6 TEMP. RET. POND ALOT 7 LOT 1 1 Z rl = _F§_'"�< OVERFLOW �I �30�� � W EXISTING FT, ELEV=4673.5 �@ s .-- _ GTRgy— ( ALlGNMEATf 0 C) 3 MS 29L ZSS -- — POND SIDE SLOPES = 3:1 BOTTOM AREA = 280 SQFT PROPOSED CATNON CREEK L ____ TOP AREA = 1200 SQFT AllGNMENT 6 --J it Injnn RET. VOL. = 1375 CFT(0 NOI T OF THIS CONTRACT) EXISTING 10r I I1}`� 'Q�. iib7YS,SS m Y --_.- - 0"A - -- N u - �4. J OTTpM --_ _ 8 8 8 8 3/� 8 g LEVt4671.5 33 — - 1�_ STA D+00.0 STA 2+40.0 SSMH-2 STASSMH-3 S0 5-0.70% EXISTING SSMH SSMH-1 RIM-4674.68 RIM-SSMH-5 TO SOUTH Lij RIM EL-4667.26 RIM-4670.67 IEN-468&04 `7660.04 -_ - - -- - --- o IEW-4657.60 IEN-468" y659.ao IEE-4666+4 y IEN-486bQ6 466S. / IES-466}.53H657.z5 IES-495" ti669.io IES-466044 Gto.19 IES-4695'158 y6G 5.�1 IEN-4657.48 `1G 6a.19 BURKE ST LOT 8 ow� P L T 9 X � NOTE. LOT 8 BLK 1 SEWER SCALE p 47� < PLANS ARE SHOWN ON SHEET W/S-3. HORIZ 1 -50VERT6 1•-5' T--4695 i I � 4695 Q � Max avEnluE TEMP. RET. POND B 4690 STA 0+00 70 STA 8+44.4 4690 I - _ - - TYPE. I'PIPE - TYPE A"84CKF7LL m m TTt ases — -- — --STA-4+75.96=0+00 BURKE ST. 4G85 1 STA 0 00 = L—CL INTERSECTION CL LEV = 4674.68 Q Z CL EL = 4667.26co B U R K E ST Q ID — \ / o N�� f Ilk, FlNISHEO OWE \ I 1,, O _ 0 CENTER UNE W 4675 UI 4675 N o N EXISTING ceouNo I `14 ,OVERFLOW Q_ z$} o co4rER LINEO ELEV=4673 W 4670 N< p - - I 4670 V cc STA 0+41.5 GAS WIN •-6.7 wx+.c0 '0 3' Z FIELD CONTRACTOR 7-. — l I BOTTOM f— °� a 4665 To YERIPr DEPTH -- _ - -- _- _ 1116 = _ 4-665 ELEV=4671.5 CC STA 0+43 INSTALL _ J -�tlrt Ut1Ln'T! i _` �R35 PVG � .o I J W N 1 T o.w177 POND SIDE SLOPES = 3:1 Q 06 C 4660 BOTTOM AREA = 804 SQFT Q) W Zww °o- 231.96 LF 10' SDR35 PVC - 40 --o I TOP AREA = 1300 SQFT 0) 236.00 LF 10" SDR35 PVC o 0 4: I RET. VOL. = 1100 CFT ' Wb u N 4655 ? p o_ u w v1 a6ss p Zy� ww I I v ww,w - o L__j z3Ln o w w w w 4650 4650 PROJECT N0. SCALE 2393.006 HORIZ, 1'-20' t SHEET NUMBER 4645 I 03FFORE REDl1C T)OM Q_i �:" s� I p x m >> I I � • - - _ - - , STA 0+16 TO 2+50-ALONGLOTU LOT 7 LOT 6 f WEATHER SERVICINSTAUE 12' ALL- LOT i WEATHER SERVICE ROAD. 12" C2 k i MIN. DEPTH - DEPTH MAY BE ' INCREASED BY ENGINEER DURING V1 i ' CONSTRUCTION TO PROVIDE 0- < 2 STA 1+25, 1.5 RT LOT 4 INSTALL 46.5 LF 6' SDR35 i i� ADEQUATE SUPPORT FOR U b STA 3+82.51 , MAINTENANCE VEHICLES. g SEWER SERVICE w ENDCAP SSMH-2.1 934 RIM -487s•63 466/.Yl CA.IS,) - LOT 6 LOT 5 IEw-i5si 7s 10, IEEE-488.8833 y�tn9 _ �+ __ _ __ SFA 5+ , 1.7 RT STA 0+35.4, 1.2' RT. INSTALL 46.9 LF 6" SDR35 I I ISERVI ,VC1E 1w END6�SDR35 SEWER -_--- -- -- -- SEWER SERVICE w ENDCAP STA 0+01 SFA 1+44.80 - T Z SSMH-2.1 SSMH-2.1.1 o _ _ _ : -- -�-- - - - - 149' L01 J Rom- 63 6Ll.i EIS-46747 IEE-4661,83 y IEN-4662.52STA L.LI ..,0+00 • STA 5+50 Z \ «a9, SSMH-2.07.23 _2 SSMH-2.2 IEN-4661--.W �� ` 8 z' -4674.6 B RIM-4676.52 y6f1'9i RIM-46 2.90 LLJ I 466D�4 �60,01 C^4 STA 2+60, 3.4' Rf �(�L IEW-4665Ab /665.50 (A.0.) ES=4662.90 I 4666.i4 4660+�ly INSTALL 48.5 LF 6' SDR35 (6 '1 Flo ; IE 4866:44 y�6o.,9 SEWER SERVICE w ENDCAP iQO� Sr . _ _ _c \& FFT s - l 149' - 8� I ' � S" O ( Z 4 1 O+SO. RT. $ q IN L20 LF SDR3SR (71 RVI w STA 2+40, INSTALL 30' X 30' GRAVEL Cj TEMP TURNAROUND Z c� I _ , INSTALL 22 LF OF 18"QIT CMP O LOT 1 1 W L) I - I I LOT 4 I 8rA 2i3o, I.S' PT '' ►-� - XU5TALL .t=ZO L 6 ' SCAL o SCALE E O Z I HORIZI 1•-50' _ snit 3s se-E a SE¢adc� ; WVIVII _5D GA HORIZ 1'-50' < VERT, VERT, 1'-5' . I SEFOfE FEDUCTIMO / A STA 0+00- TA 4+75.96 MAX AVE. BURKE STREET SEWER LINE BETWEEN LOTS 4. 5 8L 6 _ - STA 0+ TO STA $+50 ass5 4695_ STA 0+00 TO STA 2+40.3 4695 a ; CL LEV - 4674.68, Dd TYPE tPE BEDDING 4695 - TYPE "1" PtPE BEDDING - m m 1 TYPE 'Al:' BACKFILL TYPE A"'BACKFILL m gg 0 8 4690 4690 1_ L 4690 4690 - _ 4685 4685 _T 4685 Z N I i STA 0+00 $ STA 3 82.51 BURKE ST. 0 { E CL ELEV = 4675.6 c u� ri n I 4680 4680 C),�.10 9 - 4660 W 464 00__.o _ - m h =I u+i,* I o+ D gJUNE n FNM0 GRADE o,�i ~ = 8'i STR CROSS NG 1 }i0 U = 0 CE + 0 CEFITER UNE n FINISHED GRADE =n d 2 r<2 - < II +!p W I o+ DISTING GT:OUND 0 CEFITER LINE < 4j rr - __ -- -- _ _ = r L N =04< �w = ry CENTER LINE - CE Vl r- _ _--__._-__ 0 ,� cn N (A�2 4675 U V� 4675 7711 4675 4675 __ �� WST Ort3 - 5 A +13 ~ WaUlim > s � � A e.2_ 4s7o 4s7o- _ ,««. •o-� 467o J W 4670 s• oro - ---- - - o 4.•��•T 4665 4665 4665 Z 4665 _ _ _ -- - o rn 37A D+ Z �35 PV0' .o 0.420% 417 % MAINTAIN 1:5' SEPERA N BETWEEN (�,v S% -, 8 50 `^ 0 - - TER DING No 02713'O.B. STD. 0.420% �60 q8 j A I _ 1140.66 LF 8 SDR 5 PVC �N •0 4660 O & SEWER, SEE SDR351PVC 0) lV asso 2 8 SDR 35 WC pRD rn w _ 4e6o also p-1 0 01 t0 tN0 N Ro sM N.1 TH (E. .)=STA 9+52.7 BURKE ST. r wa Ww m II w n L ELEV 4678.67 "w i a -�p PROJECT NO. 4655 II 11 N _ _ _ _-_ _ 4-655 4655 -w W Lu 4655 2393.006 Z w I, SHEET NUMBER W ••. N1 C, N h N N- ^I ^] V �' C' to U1- ^ ^1 - n n - n r. r- r r� r - n c0 co tL LL ,D U - - - _. - ni v: � v a --�- a 7 v� o �-2 n�_., 4, +;i. � ,"_ r, +� � I 1 I y j I I FOR FIRE LINE DETAILS SEE C.0.6 STD. LOT 7 I A 1+ CL DWG. No. 02719-3 o - LOT 11 l' STALL �� ; 2 LOT 8 = _ € W lr DaSTINc -- ' I Yil i I�'� I Grnar SERM a CR____-- _N�/EMT i h a NCE 1 LF. p( O""""LDMC SITE FOR TEMP. I a " BEND w SERVICE 1. 2 OA 61+63.U5 WDETAIL SEE: bo+a(f) 3 Z 3 QI p TRNALIGNMENT wI LoI STA 3+00.0PROPOSED CREEK M INSTALL 8x6x8 M.J. TEE h STA 6+40 ��. STA 0+1 I !- STA O+ FHYD ASS'Y w/6' M.J. W.V. PAVEMENT ENDS & 11 LF 6' D.I. HYD LEAD a TO EXST. 12' W.M., REMOVE STA 8+44.4, 15'RT IN RB Ell/ 403 66 PIPE w .8., V.B. TA 6+30 >� J% —•-� INSTALL 12' M.J. SST 0 ST OX U T 0.` INS Y B" TE J INSTALL 8x8z8 M.J. TEE k l R STA 0+87.8STA 3+05.0 FHYD ASS'Y w/6' M.J. W.V T m n V.Iw/T IN U Mxa INSTALL 8' M.J. GATE d 11 LF 6'D.I. HYD LEAD f� _ M. w/T.B. W.V. w/T.B., V.B. PIPE w/T.B., V.B.AVENUE „«<` - J _+ 8 608 ROW 32 SURF ST 0+85. ro IN ALL 2'C P STOP. BIDDERS: i $ illillillillilllllllv a NOTE: P N y ( A D+17.7)TO STA SEPERATION BETWEEN WATER STA 4+65, 15 T. INSTALL 12' UTTERFLY WEST CATRON CREEK r 1 _WATER MAIN MAY OR MAY NOT AND SEWS INSTALL 12x8x1 M.J. INSTALL TEMP. CORP STOP Nt1 I ED OF THI CT _ TEE w .B.'S W.V., .B., V.B. & 1' COP TUBING - L C-)a a 1 STA 0+98 STA 1+38.5 WEST PLAT BOUNDARY SAWCUT INSTALL B' INSTALL 8' STA 6+48.2 I a — REMOVE & REPLACE 45-M.J. BEND 45M.J. BEND STALL 8 M.J. L _ _ 30 S.Y. OF ASPHALT w/T,6. ENDCAP w B. O w ✓; _ LOT 9 I ! STA -0+11.0 N r I I INSTALL 12x8x12 M.J. F-+--1 0 I ! 1 L TAPPING TEE AND W.V. SCALE O I I - C 0 8.PTO MAKE TAP O '. I � ! ,� HORIZ� 1 50 - - - �OfE�R♦V ICTXW 4695 BIDDERS; 4695 4890 NOTE: PENDING SID CONSTRUCTION (e OTHERS) MAX AVENUE A 0+0 = STA 0+87. OF W ER LIN ST 0+17.7 TO STAIN REAR OF LOT 8, 4890 El ELINE NORTH OF LOT 8 12' WATER MA14 MAY OR MAY NOT BE OFFERED AS I PART OF CDNTRAC SG 0+17.7 TO STA 6+44.4 INSTALL 627'LF 12'D.I.PIPE 4690 0 TYPE Y PIPE BEDDING D+00 TO STA:1+63.5 INSTALL 163.5 LF 8'W. - TH s TYPE'A'B4cKFUL 1 SEE,C.O.B. S DWG m m 1 .A.IVN:KF4J. No.II02719-3 FOR OS&Y m ti VALVE WALL FLOOR p ly < < 4685 - 4685 4675- <-i m ; FI45►f� _ CLEhhhAAARANCES. fiA 4+75.96=0+0 BURKE' ST. a� GRADE - STA 0+00 = CL—CL I TERSECTION CL ELEV = 4674. 8m m - CL ELEV _ 4667.26 _ — j 4680 - - - 70 ; ~f i rao� : R CORD RA IN INC e.s'MNN co�ER Z DE 4875 _ CETDERCR NE cc4675 466 uj 0 CENTER LINE 2: r W INC 4670 - - --- ,4670 - - - _ - - - -- U 0+50 4680 4660 f�y. STA0+4.5 fAS MAIN 6.Y YN. 'D FNi9� 7 �i Q FIELD caNTwcTDR Z, j STA 0+00 = CL CATRON STR L� W J 4665 fro vETNIY DEPTH N x m _ _ 4885 _7s. -- - g 3 Q a I�IJ( STA 0+43 INSTALL STA 4+65 > a EIDSIING GRADE : ca �__� _ _ 4675 �{ 15 MIDPE tlflUlY MAINTAIN 1.5'SEPERATIDN BETWEL?N CONDUIT. WATER&S€WER.SEE C.O.B.STO.DWG No.02713-2 - 4660 4660 4670 >-m .r -: - o s r I a 6.6' .COVER REdD� - 4670 VV Z oE4D 4655 Gti ' poi W 4655 4665. N TTTioADo+sso " WATERLINE IN REAR OF LOT 8 sr +�5 O r m Y TO VERIFY DEPRN STA(-0+11)TO STA 6+28.4 MSTALL 657'LF 8'D.I. PIPE � 4650 - TYPE'I'PIPE BEDDING TYPE'A'BACKFILL 4660 r� o m cI rJ. r� �r, --- - - - V T-- - ---- -- .-- 4650 D _-- - -- PROJECT NO. v ro rn v r r. T, N M, v o - 2393.005 I� r' 4l lT' (T rn rn T C � �♦ CJ' N N- M v V V tfi- I+ - fV — v; - - LL ul i(,i� ff SHEET NUMBER 10 4645 - - _ v - v- v v v a� �. v v= v a� a a a� v v! r W-1 - `,(� I.01 ,,_ - 1 Y'1T 7 STA 3+81.3, 11.1 LT. W MAINTAIN 1.5' SEPERATION NOTE: ALL WATER SERNCES & HYDRANT LEAD PIPE ON THIS \ 0) '�dt € ST 1+18, 9.3 LT. BETWEEN WATER AND SEWER. SHEET SHALL HAVE A MINIMUM COVER OF 5' 0 DITCH LINE i Z IN AW 8xBx8 M.J. TEE CROSSINGS WITH 4' THICK INSULATION. i - Rai;z_bi s w/ 361 LF OF 8' WATER SEE DETAIL C THIS SHEET. • i O S E TO ENDCAP w/TB. STA 3+81.3, 11.1' LT. 4 • _1_ _ d < i & MP CORP STOP W/ IN; 22-1 7 M.J. BEND w B. �y LOT 4 c� W S 0 1 LT 1' OPPER TUBING. + =y • z €t�z57 a a MM�IINT N S E TION IN TE 0 DITCH LINE. INSTALL BX8X8 M.J. TEE w/ 38 LF OF BQTWE N TER SEWER. i a- r 8• WATER SERVICE TO ENDCAP w/TB. r LOT 7 a , q� & TEMP CORP STOP W/ 1• COPPER O b FI At INSULATE 0 DITCH LINE STA 3+94.2, B.6' LT. O �s INSTALL 8x8x8 M.J. TEE w/T.B.'S -. STA 4+00, 7.7' LT. i" m i Ti a -_ INSTALL 8' M.J. GATE LOT cJ N 11„ u STA 4+65, 8.55' LT. - - - -+ - - MVP 13'w'E{�' INSTALL 8X8X8 M.J. TEE, q •, '1�',, may` 5. L T.B.w/37 LF OF 8' WATER STA 2+60, T'1.0' RT. ESERVICE TO ENDCAP w/ T.B. I� LOT 6 INSTALL 8x8x8 M.J. TEE, T.B. w/ ' • - & TEMP CORP STOP W/ LOT 3 'C 20 LF, 8' WAlfR SERVICE LL1 K 1' COPPER TUBING. j n rfc m e INSTALL Bx8x8 M.J. TEE & L� p . INSULATE 0 DITCH UNE. STA 2+80. 5 LT. z / U/,�T STA 7+22.37, 7.88 LT. INSSTA 1+44.4, 11.18' RT. FHYD ASSY w .5' EXTENSION v K \ TALL / INSTALL 8"XIS' REDUCER & LLl 7 1 ROCC S� INSTALL 8%BXB M.J. TEE, BEND w 22B 1 7 M.J. / N 8• M.J. W.V. & 21.8 LF 8' �60' ` FHYD ASSY w 8• M.J. D.I. HYD IEADPIPE w/T.B., V.B. W 3�, RED. T.B.w/37 LF OF 8' WATER ij • • LEADPIPE w B., V.B. _ Q 3 z / S(/ `/ SERVICE TO ENDCAP w/ T.B. /T• O F� & TEMP CORP STOP W STA 3.3 10.95' LT � STA 0+90.0, 10' LT. STA 4+ 9. L. / X ( INSTALL 8' M.J. GATE INSTALL 8x6x8 M.J. TEE & 1' COPPER TUBING IN Si 90' M.J. BEND N °D W.V. w/T.B., V.B. FHYD ASSY w/ .5' EXTENSION, �� INS LATE O DITCH UNE. 'o w/T RE CER, FM'pIASSY I w/ NSION, 8' .J.I W.V. g LL 6' M.J. W.V. & 16 LF 6' STA 7+72.61, 7.9Y L c�.� STA Ot36:6, 11' LT. D.I. HYD LEADPIPE w .8., V.B., INSTALL 8' M.J. GATE & 0 LF F 6' D.I. LEAD I z I z INSTALL 8' M.J. GATE TION H W.V. w/T.8- V.B. I ULATION O DITCH LINE. o 1 W.V. w/T.B., V.B. STA 4+87.23, 13.2' LT. zO I INSTALL 11 1/4- M.J. BEND STAz STA 0+39, 11' RT. }V N INS 7+98.0 M.J. L g 1 - z �r INSTALL 8% 8 M.J. INSTALL B' M.J. GATE ' o 1 o TEE w/T.B. W.V. w/T.B.. V.B. i U 3 � f an.o sx►z aav vv rINSTALL 7+02.84, 5.33'a 22 1/7 M.J o I BEND w/T.B ^ \ _ -- STA 0+24, 11. RT. STA 2+85.4, 11.0' RT. " ~ LOT 1 1 = INSULATE WATER LIN O IL \_ nrr INSTALL 8' M.J. ; I N ENDCAP w//*T.B. - w STA 7+93. 5.39' LT. -_- _ n I LOT 4 1 t•o xis - ar INSTALL 22 1/7 M.J. I "C Hwy 1AAf,ro BEND w .B. rw-?ru KLYSIYIOE Y1xY 10) � Fy-I �1 r.o.v. INSTALL 58 L.F. 8• D.I. s O ese + PIPE(RT) 20' BEYOND ROW 0+50 SCALE INSULATE0 DIT H LINE. 4680 8' STUB 4680 r HORIZ- 1'-5a' 1 a BURKE VERTU 1'-5' STA 0+55 I _ �XIST'ING LOT 3 _ ©WATER MAN DOU LAT10N PETAL INSTALL TEMP. CORP. STOP NISHED / �OCTIM & 1' COPPER TUBING FOR _ j CHLORINATION FLUSHING. 4675 T}IICK 4675 • s SEE DET L EC SHEET W+2 6.S'MIN STA 0+00=STA 4+75.96 MAX AVE. BURKE STREET oP._ WATER LINE BETWEEN LOTS 4. 5 8L 6 z 4695 _ 4670, :� 1,00 _ _4670 4695 - _ _ 4695 s CL ELEV = 4674.68 `��j ; ST 0+11 TD A 2+BS IN�Kl l 270 LF 8' D.I. PIPE 'I' PIPEDDING m . 3 _ TYPE 'K LL B 4665 4690 4690 4690 _ --_ - 4665 0+00 0+50 1+00 ON 'rl M M � f0 U'1 ,N r7 t0 C7 K) r` m <0 (V I n O, [V N M aD n 'n t; r_ - �- ,6 . Iry N Qj to ito to � !00 00 r r- co a0 Do rn rn a a a a a d d pro ro co �o ro ro to .ro Q 4685 -. * '.* d < - t Y a Y � _ _ _ _ _ - .00 d O to to.01, 4685 TOP OF PIPE ELEVATIONS WHEN BURY IS GREATER hNN 6.5'O WATER UNE 4685 TOP OF PIPE ELEVATION WHEN BURY IS TOP OF PIPE ELEVATIOA WHEN BURY IS t o 0 0 0 0l Z STA 0+00 = STA 3+82.51 BURKE ST. GREATER THAN 6.5' O WATER LINE. GREATER THAN 6.5' ® WATER LINE. a I10 ! MAINTAIN 1.5 SEPERATION BETWEEN TOP OF PIPE ELEVATI INWHEN BURY IS �CL ELEV = 4675.63 4680 WATER & SEWER LINES. SEE C.O.B. GREATER THAN 6.5` WATER LINE. 4680 4690 _ 4680 ui i STD. DWG. No. 02713-2. EXISTING cRouNo ' FINISHED GRADE Z o m m FINISHED GRADE 0 CENTER UNE 0 CENTER UNE RS f}i> E CENfER�UNENO 0 CENTER UNE - _ - _- - _ ___ - W Q 4675 < _. __. -- _ -' _ _ _- _ _ _ _ 4675 4675. __ 4675 U - 6.3 MWA CINEREOb A 0+11.5 VL Q ,STA G+43 - _ O TEF STA 9+13 15'HOPE i � (SG 3+81.3 BURKE ST) - -- '- � W J Q `G ,ry, IS*UTLITY CONDUIT 8'SS CROSSING ~ a - UTILRY CONWR2a5'uIN.cowl REO'D� l SfA 9+23 4670 4670 --- , T.O.P.�81.86 �s.b'e IwA vEa Qb - - 4670 Q 4670 STA 0+66 O WATER uNE4'NnOM (3)36x58 RCPA LE�I675.48 I ��SEE OE1 C J `r „g IE 0 CL=4670.00 #N ^A o THISJ i 0+00 -i u'. $tv c � +i m c ±o s <: • 3 : 4665 4665 + - -- - 4665 Z 4665 xm .-! > _� c m + s s 4.3'. + : Q A 4+35 MAX VE) „, '1r cT! - o �� � W 5,96'10'SS i cd m�l s t « - �. s -I� �^ m j' �� i < i - F ! T.O.P.-62.5014 s �^ 4660 POIXSImm PiR o _ Y - 4660 4660_ _-_ �, _ m }-„�. 4660 - O (MSHTO M230-10) + • - - 3 SEE: [mac N.1 9TH (E.R.)=STA 9+52.7 BURKE ST. - m W4 STA -0+11 TO STA 8+43 INSTALL 858 LF 8• D.I. PIPE L ELEV = 4678.67 PROJECT No. _dam TYPE 'I' PIPE BEDDING _ .4655 4655. _ 4655 TYPE 'A' EIACKFILL 2393.006 SHEET NUMBER r, o a n I _n a v v v a v v vI d � YY L m >zoz-a�&N ` I STA 0+000 I O I STA 0+68.0 66MH-4 CD IF 1 SSM14 RIM EL-467010 5 o s _ RIM EL=4667.d4 IEN=461O.f1R- J� r I WE-4696.54 li IEW.4660.21 0- N ` ! 8 -- -- I_ 1E5=4666.59 I OUP c I I LOT 9 - - I STA o+30.3 W� -- — - -- I CONNECT TO EXISTING �'j `._. - J axe '� 10" SEWER STUB 0 STA 0+88 ~, _ ASS'Y w .V. cm 3 N MAINTAIN 1.5 SEPERATION 11.6 LF 6" BETWEEN WATER k SEWER - PIPE- .B. CoQ,3 LINES. --- r I •I _ ��'' Q-^ I STA 1+40.66 (z� v1 INSTALL 8" M.J. - tut. I Gt 1 2 00 1— STA 2+40.3 QI c3 45'BEND w/T.B. - I .f,E�C I +---- INSTALL 76 LF PGSI g _ Lr 173. I Ll I I - 4' SDR35 SERVICE W .- . -alkv- C*7 8 8 8 S 8 + - _ STA 2+50.0 PRoaosco eun-aHc sTE 8 &RV - - ssMH a4 STA 1+19.0 � Z o INSTALL 8" M.J. INSTALL 8" M.J. GATE RIM EL=4671.85 • + ti W.V. w/T.B., V.B. NSTALL TTOP _ yy IEE-.w3:3o N N T EXST W.M. 45'BEND w .B. �3 ; 7ALL 8"M.J:6AiE hLKLGCRG. Y667.76 � B.�c 1Px8 - - - -- - '. p cv I STA 2+43.5 .7LOT 8INSTALL 8x6x8 M.J. TEE h .J.FHYD ASS'Y w/6" M.J. W.V. .B. a 10 LF 6" D.I. HYD LEAD SCALE PIPE w/T.B., V.B. _ I HORIZ, i'-50' L,j --I VERTU 1'-5' W — -- -— - — 4111194m a®ucTaw Paop"'.e"'Lo c uq� • ig __ _ a 4690 I I 4690 4690 4 T690 � WATERLINE (MID - LOT 8) LOT •8 - SEWER = tj 4-685 - - - ---- -- --- - } - - - i 4685 4685 _ 4685 ; I i I � m m 1 d 4680 - _ 4680 4680 - .__ 4680 OfarJ TO I A 6+51.7 WALL 621.4 LF 8"D.I.PIPE Lo S1A 0+00=CL Cl- INTERSECTION FTM+IS+moRADE to -�� 4675 4675 _ i ------- -EXISTING GRADE - - 4675 4675 = v 1 n F1NiSHED CRADE ~+ _ _ _ cp N �J Z - - —----- - -- _ --- - - -- - O =o.h EXISTING GROUND I = !O y0: I CC Q C F 6 Vf - 4670 - - --- - - - -MN. —_- 4670 4670 X 4670- W /... CC G+4i CAS M N 8"D.I. ; ui Z W CONTPACrOR 0+49 GAS LINE 4665 _ -- _--- I - - - - - - 8"WATER CROSSNG - - - - Q 0� fY DEP1M ^ 4665 4665 8" M99 FIELD VEPoFY DEPR12.,4 7- 4665 y Lu s� L e m � 9>: P I 1 SDR pVC J 4660 �o. s C : m G 4660 -- 4660 ' % ^ 158 8' n -_._ 4660 ad o . «,; -<H LF N r J G Lu k ' s rl • G g4' R35 N n r J Lu LSiS � � ; n4itO�PVC 4655 - 4655 4655 4655 -1 M _ _ 4655 �,/ Q Z STA 0+88 II N 0_ 3 a Q 8'SS CROSSING W Lo W Q I I 3 T.O.P.E1=61.13 -- ui J asso Jam �� 4650- MAINTAIN 1.5' SEPERATION BETWEEN - — N 4650 cJi ---- a65o O WATER do SEWER LINES. SEE C.O.B; ! O m N STD. DWG. No, 02713-2 I x i RECORD DRArNr z rn 4645 N _ Z ' ! 4645 PROJECTN 2393.006 n f0 O n O ODOn NnaO rtM O b O " iO N n O O C4 01 O N M +M uA tO n aD a0 of N O O O n I C0 SHEET NUMB E. R uD aO (V (V a M M lo M) K) m aD o) O O _ ;D !`. o ., a a at .} .- to a a '.`� a a a a a a s a a a a a a a ., a .- :'� a - -- W�S-J 4640