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HomeMy WebLinkAboutStoneridge Subdivision Phase 2B �SQo CONSTRUCTION DRAWINGS aa = WARNING: HALF SIZE FOR _ =awpNoow DRAWINGS - - PHASE 2B 0= � S ONERIDGE SUBDIVISION ALL SHEETS ON THIS SET OF PLANS HAVE o_ �� BEEN REDUCED TO APPROXIMATELY HALF SIZE. a ALL SCALES NOTED ON THESE SHEETS ARE I p�s7a.>D APPROX. DOUBLE THE SALE. AT E R AND STREET IMPROVEMENTS VERIFY SCALE THESE PRINTS REDUCED BOZEMAN, MONTANA 1/2 SIZE, LINE BELOW u� MEASURES ONE INCH r� '¢ w o a 2002 7 =�' �_. ON ORIGINAL DRAWING a w R MODIFY SCALE ACCORDINGLY � I o w m i U � z U d() W UI WEST"OAK STREET- - AR�-L MAPLEWOOD STREET O LN. Oz O AROJECTR�N I I W AREA OAK ST. 1, GRAPHIC SCALE ~ ,Do zoo B00 W � a DURAR.1), DURSTON RD 1 p1 FELT I = 1 inch- 200 tL ------- WEST"N ST. W Vicinity Map _--- WEST W No Scale ASBUILT _ STEV I o a 08/08/2003 I m RDF NOTE: yINDSO ST•-T I Cl) CITY OF BOZEMAN DATUM USED J Lv Cf) N I Q pJF I- 4 u Q__ - - wl - - Z w o Q LIj O ZO = NOTE: i Z , - > Lu Lu cn CONSTRUCTION ACCESS IS PROHIBITED FROM LOT 4�MORRISON � Z N.19th AVE., USE N 22nd AVE., CHARLOTTE ST. MAIERLE,INC. ti - - - Ld & DURSTON RD. FOR ACCESS. nu uArr su AsRnNce o ��Z� - I N Q l N z W u U SHEET NO. DRAWING NO. TITLE I _- W a N GENERAL Project Manoger LOT 3Q LUT 2 'p 1 I - � IY M CY Lj m 1 G-1 COVER SHEET // \\ - - ~ / � Q 2 G-2 MISCELLANEOUS LEGEND AND NOTES D¢dpOne Head or Off— Manoger _ W 3 G-3 STANDARD ABBREVIATIONS dr NOTES a o ROAD IMPROVEMENT PerReewer NC I T1 I _ C o N L O U) q E-1 GRADING PLAN Z 5 E-2 GRADING PLAN a Project Principal WATER IMPROVEMENTS oA No. off ce Manoger Approval ---DURSTON RD. r�RaEcT No. 0 6 W-1 WATER IMPROVEMENTS w Z W-2 WATER IMPROVEMENTS j 5.022 Date: t SET NUMBERo SHEET NUMBER NW BOLT ON HYDRANT ROAD IMPROVEMENTS momnnllD o EL-4770.095 Project No.: DRA^WING NUMBER J B P-1 STREET IMPROVEMENTS -_- 1 ' 9 P-2 STREET IMPROVEMENTS Z V COl£KDMG m 10 P-3 STREET IMPROVEMENTS / 11 D-1 WEST STEVENS DETAILS 0 W -�7N�OF MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS £L_ GENERAL PIPING NOTES DOUBLE LINE SINGLE LINE w m z z z j z 8 EXISTING PIPE(SCREENED) --DO- GATE N a - - BOUNDARY AND/OR PROPERTY LINE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION -L�4- KNIFE GATE NEW PIPE s = i$9zo CONCRETE POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWISE O -HIE- BUTTERFLY x-x FENCE LINE SHOWN. EXISTING PIPE TO BE ABANDONED GLOBE D-' W a�T. 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND '+F EXISTING PIPE TO BE REMOVED ----- EASEMENT LINE TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OHERWSE ems__ BALL a CMU PLAN INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE �J WELDED JOINT O z W 'o a SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. VEE-BALL -�- GROOVED E"°JOINT-FLEXIBLE ,--SEAT PORT PLUMBING FIXTURE INDENTIFICATION �' "mom .m m �7.JF!- � VUd YK 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS GROOVED END JOINT-RIGID ECCENTRIC PLUG W/REQUIRED m o S? i o ------- CENTERLINE (?) SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS SEAT LOCATION CMU SECTION SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION MAXIMUM SPACING SHALL. T KA PLUG OR COCK OF DRINKING FOUNTAIN BT BURIED TELEPHONE FLANGED JOINT � EEW EMERGENCY EYE WASH BE AS SPECIFIED. N33%y"' FULL PORT PLUG EL MECHANICAL JOINT TUSK KITCHEN SINK Lj METAL STUD WALL PLAN - - - ROAD(EDGE OF EXISTING PAVEMENT) 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED EE(" NEEDLE UV LAVATORY WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL � E HUB&SPIGOT JOINT M DIAPHRAGM SH SHOWER 0% - - - --( EXISTING CULVERT `�!-� (RUBBER GASKET PUSH-ON) --„ate PINCH SK SINK 5,ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL --�-(�_ N SSH SAFETY SHOWER BE PROVIDED WITH THRUST TIES,BLOCKS, ANCHORS.UNLESS -L�J BALL JOINT SWING CHECK SSK SERVICE SINK HORIZONTAL/VERTICAL CONTROL POINT e STUD WALL PLAN OTHERWISE NOTED.THRUST PROTECTION SHAA LL BE ADEQUATE FOR la DISK CHECK WC WATER CLOSET LXAMPtE. fi TEST PRESSURES SPECIFIED. N FLANGE COUPLING ADAPTER hqq BALL CHECK WH WATER HEATER UV-2 �i p CONTROL POINT WS WASH STATION J FIXTURE LEGEND 6.SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN g FLEXIBLE COUPLING -� HOSE VALVE UR URINAL COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER NON FREEZE HOSE VALVE VC VANITY CABINET NO IN SKOKATIONS Rn �n Y I. MASONRY VENEER -�% X=NO.IN SPECS Ci NECESSARILY USED IN THE PROJECT -� THRUST TIES NON FREEZE HOSE VALVE WITH HOSE RACK W i> Ecs FOR BORING LOGS. SEE mil VALVE ACTUATOR SYMBOLS 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. -,yy� STEEL BELLOWS X=NO.IN SPECS EXPANSION JOINT ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT o- SAMPLE 32+00 N N a z Si o- SURVEY HUB AND TACK WITH STATION WELDED,GROOVED END qi SCREWED PIPING,SHALL BE ELASTOMER BELLOWS N 3 _L - GYPSUM WALL BOARD - - - � EXPANSION JOINT ® MUD PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION 6 C/ U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED,SEE THRUST DETAILS AND PNEUMATIC w/POSITIONER ELBOW UP PRESSURE RELIEF 1 FOUND C.O.E. BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. BM-2 BENCHMARK LOCATION AND NUMBER OR g WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE Q AIR AND/OR VACUUM RELEASE R RIGID INSULATION EASEMENT CORNER REBAR ELBOW DOWN PNEUMATIC w/SOLENOID RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A C� SOLICITED SIDE O POINT OF INTERSECTION, SET 51,8"x 18" FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE ---tip TEE UP REBAR W/L.S.CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. PRESSURE CONTROL ELECTRIC j BATT INSULATION DP-3 PIEZOMETER LOCATION AND NUMBER SERVICE. ---.m- MULTI-PORT VALVE 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED TEE DOWN ET (MtYPLTI VALVE SHOWN.FOR OTHER VALVE X 1000 EXISTING GRADE 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ARROWS A NDICOATEAFLOW PATTERNTE VALVE ,C�SHOWN-IS ELECTRIC w/POSITIONER APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACIUTATE �� LATERAL UP ARE IMPLIED BY INDICATED FLOW PATTERN. O @ ®1DOD FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. r 5 PLYWOOD LATERAL DOWN SOLENOID O HYDRAULIC 11.THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR � 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE T Yawl--1 PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONCENTRIC REDUCERI MANUAL EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND MISCELLANEOUS PIPING SYMBOLS O STEEL TO THE WORK OF OTHER CONTRACTORS,AS NOTED. �r ECCENTRIC REDUCER _ STRAINER 12" EXISTING TREE W/APPROX. TRUNK DIAMETER 12 SIGHT GLASS PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE -v © SOLENOID o THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, - -CIF- UNION C BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR ---ti/1.�- FLEXIBLE(ELASTOMER)PIPE CONNECTION , ® BLIND FLANGE WOOD, ROUGH CONTINUOUS STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE,MATERIALS. �-- -�I Q GAUGE WITH COCK ❑ rr I NEW TREE AS SPECIFIED AND INVERT ELEVATIONS. �.-- -Q PLUG I F THERMOMETER CAP ❑ ❑ v av wooD, ROUGH NON-CONTINUOUS SIGN, ONE POST OR TWO POST® ANCHOR ❑ i EXISTING MANHOLE PIPING DESIGNATION �I ROTAMETER PIPE AND FITTING END PATTERNS - EXAMPLE ELBOW 90 DEGREE L w 7--_ GALVANIC ANODE B BELL m NEW MANHOLE WOOD, FINISHED 16"RWI XXjj,__ AIR SET S SPIGOT gyp., EXISTING UTILITY OR TELEPHONE POLE RTW CROSS XX=SUPPLY PRESSURE- PSG F FLANGE L PIPE. USE FLOW STREAM IDENTIFICATION LEGEND,ON p5 TYPICAL INSTRUMENT SYMBOL PE PLAIN END w q, NEW UTILITY OR TELEPHONE POLE 'IgT TEE Y6_1_2 (SEE I&C LEGEND) L DWG.G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. GE GROOVED END GROUND SURFACE m DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER ,BOW 45 DECREE WATER BLOW OFF VALVE MJ MECHANICAL JOINT x a ��(( .y� mo u a o m ACOUSTICAL TILE .:�..; ti CREEK/RIVER W/DIRECTION OF FLOW VALVE DESIGNATIONS -�{ FIRE ODORANT PO PUSH-ON UTIgu � CATHODIC PROTECTION TEST STATION F _�IODO/ EXISTING CONTOUR Xy --0 CATHODIC PROTECTION ANODE MJ PE ARCHITECTURAL LEGEND CONTROL VALVES DESIGNATION FILTER EXAMPLE: —_HOOD— � NEW CONTOUR ALL VALVES AS —��—������ ACTIVE SHOWN ON P&IDs, ACTIVE ---Tp� %=PROCESS VARIABLE NOTES: GATE SYMBOLS m - EXISTING STRUCTURE TO BE REMOVED• I FLOW DIRECTION 1.ONLY FLANGED END NGS WITHO TARE SHOWN HERE FOR DOUBLE INDICATES PAIR OF DOORS VALVE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN C SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING EL VIEW PLAN NEW SPECIFICATIONS. MISCELLANEOUS MECHANICAL/ (n I ` �( C DOOR NUMBER EXISTING STRUCTURE • MANUAL VALVES: Q J3 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC Z ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END f� SLUICE PLUMBING SYMBOLS = � Z o e- WINDOW TYPE EXISTING A.C. PAVEMENT • CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. 7 Q C F f� BUTTERFLY A44 DWG.NO. WINDOW 8"-V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN UGHT-LINED AND/OR S Z O ELEV. OCCURS ON T SCREENED AND IS NOTED AS EXISTING, NEW PIPING AND PRESSURE SWITCH O w NEW A.C.PAVEMENT• SIZE OF VALVE� EQUIPMENT IS SHOWN HEAVY LINED. 103 ROOM NUMBER VALVE DESIGNATI C� FLAP T-E HOSE RACK (TYPE AS INDICATE GRAVEL SURFACE O C .........,..._........ VALVE TYPE,SEE 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL _ • DRAWINGS. T SAFETY SHOWER AND EYEWASH Ld ^L SPECIFICATIONS III % -� NOTE INDICATOR - LWI, �g _� SHEAR - W --r� • % = N0. IN SPECIFICATIONS CONCRETE WALK ACCESS HATCH FABRICATED SLIDE XCO X = F - FLOOR CLEANOUT !n Q C D - DECK CLEANOUT OMITS OF TOPSOIL AND SEEDING• GENERAL NOTES: INDICATE HINGE SIDE: SIDE WHERE LINES IN- WALL CLEANOUT w Z W 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON L MEET(RIGHT SIDE ON SYMBOL) V - VENT CLEANOUT Q Q N STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS 3:1 EXISTING EMBANKMENT. OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS HD-XY HUB DRAIN W O FIRE EXTINGUISHER SLOPE AS NOTED • MAY NOT BE SHOWN ON HE PLANS. GENERAL DESIGN DESIGNATIONS O X = N0. IN SPECS H m g WALL X" = NUMBER IN SPECS NEW EMBANKMENT OR CUT SLOPE. Y - P WITH PRIMED TRAP Z 3:1 SECTION (LETTER)OR ON DRAWING WHERE SECTION \ FE%T %" SLOPE AS NOTED • DETAIL(NUMERAL) r\ FD-XY FLOOR DRAIN O OR DETAIL IS TAKEN: DESIGNATION DRAWING NUMBER ® X = NO. IN SPECS X:X HORIZONTAL DISTANCE VERTICAL DISTANCE X-% WHERE SHOWN Y - P NTH PRIMED TRAP l o RIPRAP ON DRAWING WHERE SECTION OD-X OVERFLOW DRAIN U QAS BUILT OR DETAIL IS SHOWN: O X = NO. IN SPECS o DRAWING NUMBER S o NOTES: p/ p/ Z DRAWING NUMBER WHERE TAKEN O-X ROOF DRAIN Z 1. •SYMBOL USED ONLY WHERE REWIRED FOR CLARITY. OH OH 2003 (OR SAME DRAWING) X = NO. IN SPECS J DETAIL. AND SECTION DESIGNATION Z 2. IN GENERAL.EXISTING STRUCTURES AND FACILITIES ARE RDF PRONE j NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE AD-%Y AREA DRAIN 60502 WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- URES ® Y - POWI H PREMED TRAP SHEET NUMBEF ARE SHOWN IN HEAVY LINE WEIGHTS. STANDARD DETAIL NUMBER XXXXX STANDARD DETAIL DESIGNATION SEE DRAWING D-1 HRU D-33 DRAWING NUMBS m AT END OF DRAWINGS o STANDARD DETAIL DESIGNATION —� ancxo.oxc 7�jj ABBREVIATIONS GENERAL NOTES �a 1. All construction work on this project shall be completed in o bS o r AB ANCHOR BOLT F FLANGE PL PLATE, PROPERTY LINE accordance with Montana Public Works Standard Specifications, rc a i a z ABDN ABANDON FAB FABRICATE PLYWD PLYWOOD Fourth Edition, January, 1996 and addendum NO.1$2 with May, } a z r, ABV ABOVE FB FLAT BAR, FACE BRICK PMP PLANT MONITORING PANEL 1997 C.O.B. Modifications to MPW and Addendum NO.1,2k3 to a0 z 0 a a is W.W AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FC FLEXIBLE COUPLING PNL PANEL C.O.B. Modifications and these Contract Documents. �+ 6 (J AD ALGREBRAIC FCA FLANGE COUPLING ADAPTER PRCST PRECAST ADDL ADDITIONAL FD FLOOR DRAIN PREFAB PREFABRICATED n 2. The Contractor shall restore all roadway surfaces to equal, or o? ADJ ADJACENT, ADJUST FDN FOUNDATION PRELIM PRELIMINARY z o ADPTR ADAPTER FES FLARED END SECTION PREP PREPARE, PREPARATION better condition than existed prior to excavation and determined by Owner and the Engineer. AFF ABOVE FINISHED FLOOR FET FLARED END TERMINAL PROP PROPERTY AHR ANCHOR F. EXT FIRE EXTINGUISHER p 9 PRV PRESSURE REDUCING VALVE 3. The location, depth and size of existing utilities shown on these ALUM ALUMINUM FF FINISHED FLOOR PS PRESSURE SWITCH, PIPE SUPPORT plans is approximate. The Contractor shall verify the existence, ALT ALTERNATE FG FINISH GRADE PT POINT, POINT OF TANGENCY location, depth and size of the utilities prior to construction. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FHYD FIRE HYDRANT ~a PVC POLYVINYL CHLORIDE The Contractor shall be solely responsible for any damage to APPROX APPROXIMATE FL FLOOR,FLOW PM POINT OF VERTICAL INTERSECTION the existing facilities due to failure to locate or properly provide per• e _ APVD APPROVED FLEX FLEXIBLE PVMT PAVEMENT proper protection when location is known. 4, - ARCH ARCHITECTURE, ARCHITECTURAL FLG FLANGE RAID RADIUS yk '4aw... ASS'Y ASSEMBLY FLL FLOW LINE RC REINFORCED CONCRETE 4. A list of representatives to contact for information regarding ASPH ASPHALT FIN, FINISH RCP REINFORCED-CONCRETE PIPE facilities is as follows: AVG AVERAGE FUR FLOOR RCPA REINFORCED-CONCRETE PIPE ARCHED w rn m Montana One Call System Dispatcher 1-800-424-5555 0 AT FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN z z - 582-4612 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDOR REDUCER Montana Power Co. Chuck RileBus 1-800-31IN BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR AT&T Cable Scott est 1-800-316-9644 w$ u N BETW BETWEEN FT FOOT, FEET REF REFERENCE US West Phil Westfall 585-2350 3 BF BOTTOM FACE FTG FOOTING, FITTING REINF REINFORCE (including Fiber Optics) BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE, RELOCATION BILK BLOCK GA GAGE, GAUGE REOD REWIRED 5. All asphalt, concrete curbs and sidewalks shall be saw cut or BLW BELOW GAL GALLON RST REINFORCING STEEL neat cut by method approved by the Engineer. BM BEAM, BENCHMARK GALV GALVANIZED ROW RIGHT-OF-WAY BOT BOTTOM GALVS GALVANIZED STEEL SAN SANITARY 6. Maintain 11' horizontal and 18" vertical separation between BRG BEARING GND GROUND SCHED SCHEDULE water mains and all sanitary sewer mains. U a BRKT BRACKET GRTG GRATING SDI STORM DRAIN INLET Z BVCE BEGIN VERTICAL CURVE ELEVATION GSKT GASKET SDWK SIDEWALK 7. All valves shall be installed with thrust blocking, and valve � ~ BVCS BEGIN VERTICAL CURVE STATION GSP GALVANIZED STEEL PIPE SECT SECTION boxes in accordance with C.O.B. modifications and C.O.B. STD. 0 M CHAN CHANNEL GVL GRAVEL SHT SHEET DWG. No. 2718-1. o CHK CHECK GWB GYPSUM WALLBOARD SIM SIMILAR v 1 CI CAST IRON HAS HEADED ANCHOR STUD SLP SLOPE 8. All fire hydrants shall be installed in accordance with C.O.B. CIMJ CAST-IRON PIPE MECHANICAL JOINT HB HOSE BIB SUP SLOPE STD. DWG. No.'s 271E-3 and 2718-4. CIP CAST-IRON PIPE FLANGED JOINT HD HUB DRAIN SM SEWER MAIN ' CIPC CAST-IN-PLACE CONCRETE HDPE HIGH DENSITY POLYETHENE SPEC SPECIFICATION 9. All fittings including bends greater than 11-1/4 derees, tees ~� CIRC CIRCULAR HDW HARDWARE SPG SPACING and plugs shall be thrust blocked in conformance with C.O.B. CJ CONSTRUCTION JOINT, CONTROL JOINT HDR HEADER $ SPRT SUPPORT HK HOOK modifications to MPW STD. DWG. No. 2713-1. CL CENTER LINE SO SQUARE o CLDI CEMENT LINED DUCTILE IRON HM HOLLOW METAL n HORIZ HORIZONTAL SO FT SQUARE 10. Datum used is the City of Bozeman datum. Conversion to (� CLG CEILING TA INCH SO IN SQUARE NCH Standard USGS Datum=C.0.8. +15.44' CLR CLEAR, CLEARANCE HP HORSEPOWER SST STAINLESS STEEL CMP CORRUGATED METAL PIPE HR HOSE RACK, HOUR SS SANITARY SEWER STANDARD 11• Sewer service stubs shall l and installed 1 upstream CMU CONCRETE MASONRY UNITS HT HEIGHT, HEAT TRACE STA STATION i TD from downstream property lnee and extend lend 6' into lot. See CO CLEANOUT HV HOSE VALVE S a COB CITY OF BOZEMAN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER C.O.B. STD. DWG. NO 02729-1. COL COLUMN HWY HIGHWAY STL STEEL COMB COMBINATION HYD HYDRANT STRUCT STRUCTURE 12. Water service stub shall be 1" and be installed at the center of I CONIC CONCRETE OR CONCENTRIC ID INSIDE DIAMETER SYM SYMMETRICAL the lot and extend 6' into the lot. See C.O.B. STD. DWG. NO. CONN CONNECT, CONNECTION IF INSIDE FACE T&B TOP AND BOTTOM 02719-1 h1 CONSTR CONSTRUCTION IN. INCH TB THRUST BLOCK s CONT CONTINUE, CONTINUED, CONTINUOUS INC. INCLUDE TBC TOP BACK OF CURB 13. The pipe grades shown are calculated from actual distances m m m CONTR CONTRACTOR [NFL INFLUENT TF TOP FACE between invert in and invert out to illustrate actual slope. a COORD COORDINATE INSTIL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE Measurement and payment shall be per specification. (Center of rc CORR CORRUGATED INSTR INSTRUMENT THK THICK manhole to center of manhole). x: a CP CONTROL PANEL INSTL INSULATE THRU THROUGH CPLG COUPLING INT INTERIOR T.O. TOP OF 14. The contractor shall place crushed stone base course, C TO C CENTER TO CENTER INV INVERT TOC TOP OF CONCRETE, TOP OF CURB CTR CENTER JB JUNCTION BOX compacted to thickness specified, under all curb and gutter and TOP OF STEEL TS7 sidewalk. CTSK COUNTERSINK JST JOIST TW TOP OF WALL CU CUBIC JT JOINT TYP TYPICAL 15. The contractor shall adjust all valve boxes, curb boxes, and CU FT CUBIC FEET L ANGLE UBC UNIFORM BUILDING CODE manholes to final grade upon completion of all construction. CU IN CUBIC INCH LBS POUNDS UG UNDERGROUND Any boxes or manholes damaged or otherwise disturbed by the CULV CULVERT LF LINEAR FEET ULT ULTIMATE contractor, or any subcontractor, shall be repaired at the CO CU YD CUBIC YARD LNTL LINTEL UTIL UTILITY expense of the contractor. D DRAIN LONG LONGITUDINAL V VALVE, VOLT Lv Q d PENNY(NAIL SIZE) LP LOCAL PANEL VB VALVE BOX ASBUILT 16. All water main shall be laid with a minimum of 6.5' cover from 0 W z DBA DEFORMED BAR ANCHOR LR LONG RADIUS VERT VERTICAL finished grade or insulated with extruded polystyrene. All water > Q W DBL DOUBLE LVL LEVEL VOL VOLUME 08/08/2003 main shall be wrapped with polyethylene encasements. > �O DET DETAIL LVR LOUVER VRFY VERIFY Q Z7 O DI DUCTILE IRON, DRAIN INLET MATL MATERIAL VTR VENT THROUGH ROOF RDF 17. Handicap sidewalk ramps shall be provided at all intersections DIA DIAMETER MAX MAXIMUM W WIDTH and where directed by the engineer see C.O.B. STD. DWG. No. DIAG DIAGONAL MB MACHINE BOLT 02529-9 W J DIM DIMENSION MCC MOTOR CONTROL CENTER YW// yd DIMJ DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL W/0 WITHOUT 18. Sidewalk,StFeeis I wide x 4" thick, shall be constructed�4�only along West 0ok Streetalong West Oak Street � W DIR DIRECTION MECH MECHANICAL WL WATERLINE The back f walk uJ z DN DOWN MFD MANUFACTURED WM WIRE MESH, WATER MAIN shall be 1' inside the R.O.W. N Q w DR DOOR MFR MANUFACTURE, MANUFACTURER WS WATERSTOP, WATER SURFACE < w W DWG DRAWING MH MANHOLE WSTL WELDED STEEL, WROUGHT STEEL Q N EA EACH MIN MINIMUM WT WEIGHT of EF EACH FACE,EXHAUST FAN MISC MISCELLANEOUS y,TIR WATER z W m EL, ELEV ELEVATION AIJ MECHANICAL JOINT WV WATER VALVE O F- ELB ELBOW NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC a) � ELEC ELECTRIC. ELECTRICAL NO NUMBER WWM WELDED WIRE MESH ENCL ENCLOSE NOM NOMINAL XFMR TRANSFORMER NOTE: T TO SCALE -ABBREVIATIONS FOR ENGR ENGINEER NITS NO YD YARD 1. FOR ABBREVIATIONS NOT LISTED,SEE EP EDGE OF PAVEMENT OC ON CENTER o EW EQUAL, EQUALLY OD OUTSIDE DIAMETER USE DRAWINGS AND TEXT', PUBLISHED BY THE AMERIC NATIONAL NAONAL STANDARDS INSTITUTE INC. (ANSI) EQL SP EQUALLY SPACED OF OUTSIDE FACE OR CONTACT THE ENGINEER. EQUIP EQUIPMENT OHP OVERHEAD POWER o EQUIV EQUIVALENT OPNG OPENING EVCE END VERTICAL CURVE ELEVATION PMD NOT PROCESS AND INSTRUMENTATION DIAGRAM 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE. a: EVCS END VERTICAL CURVE STATION PC POINT OF CURVE ALL ABBREVIATIONS ARE USED ON THE PLANS. m PROJECT N0. EW EACH WAY PCP PLANT CONTROL PANEL 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EXC EXCAVATE PE PLAIN END (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE TN 2 EXH EXHAUST PEN PENETRATION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. SHEET NUMBER S EXP EXPANSION PERP PERPENDICULAR DRAWING NUMBER m PH PIPE HANGER EXP JT EXPANSION JOINT EXST EXISTING PI PRESSURE INDICATOR, POINT OF INTERSECTION EXT EXTENSION, EXTERIOR PJF PREMOLDED JOINT FILLER eBBDEV.DNG EROSION CONTROL NOTES: Q -awjs POND SIDE POND POND POND POND POND OUTLET POND OUTLET PIPE >><N53a° N ¢€o N1I,K�F VOLUME SLOPES DEPTH BTM. BTM. TOP PIPE AND APERTURE SIZE LENGTH 1. CONTRACTOR IS RESPONSIBLE FOR o >=o=ja�s CONSTRUCTING AND MAINTAINING ALL EROSION CNN W N ij DESCRIPTION (CFT) (FT) ELEVATION AREA(SQ FT) AREA SQ FT SLOPE IN FT CONTROL BERMS AND OTHER MEASURES UNTIL I,_ FINAL ACCEPTANCE OF WORK AND THE SEEDED = AREAS ARE WELL ESTABLISHED. POND #4 2498 4: 1 1.5 4732.77 1046 2345 10" HDPE @ 0.57 3-8" 7.92" is Hole 4� 40 �z<��I POND 5 660 4: 1 1.5 4747.70 219 723 8" HDPE C� 5.0% 5" 5.40" is Hole - 1—30 2• EROSION CONTROL MEASURES SHALL BE . Kom.. # CONSTRUCTED PRIOR TO COMMENCEMENT OF � gm;� POND #7 2795 4: 1 1.5 4750.34 1309 2481 8" HDPE @ 9.0% 7. e er Hole OTHER CONSTRUCTION. _�_<� TEMP POND 5280 4: 1 1.5 4734.00 2816 4256 10" HDPE @ 0.5% 8.00" Diameter Hole 25 3. CONSTRUCTION ACCESS IS PROHIBITED FROM NORTH 19th AVE., USE OAK ST. OR WINDSOR A ST. FOR CONSTRUCTION ACCESS. 6- 4. STORMWATER PONDS SHALL HAVE ALL 2" AND yq�' LARGER ROCKS DEBRI REMOVED AND BE GRADED GRAPHIC SCALE ui w � 1 SMOOTH. / o eo � a i w T-K 1n zi irn POND #5 & POND 7 SEE o a w I inch— 100 tt DETAILS��3 ®0 00 so' E-1 E-1 E-1 E-1 H uj �� W / 270 CF 0GRAVEL U ,�� xl� x;o SEE DETAIL 7 /POND #4 SEE 1 /�'( J ; I 11 Z Z UNDULATING SLOPE Z� .' 7 ^yti —1 SILT FFMCE / I '� \ / % DETAJL50 ® 5 1 I s' SIDEWALK �--� J 70 CF E-1 E-1 E-1 1 s7S8� \ / GRAyfL 326 CIF I \1(� SK DETAILSIL T / / / GRAVEL 7 / F�y� SEE DETAI E-'/ / /f — E-1 0.77' DEPTH R _ POND#4 I NORTH 19TH GREENWAY DRAINAGE SWALE CROSS SECTION 11 LNo sera E-1 C � J � - — � __—< � INLETS - I SILT FENCE FILTER _ \ 12" ANGULAR 4750 loor / __ 1 RIPRAP MIN. DEPTH= 1.0' PON \ POND#5 ___—_1-_ / SL E 1% s rc ------ \---- ------ l �� TEMP PONDPHAS d I j IN �� \4� Q k m CULVERT INLET INLET PROTECTION POND OUTLET PROTECTION�2 NO so" E-1 toseeu E-1 - 4750 PLACE SPOIL AGAINST m ROADMIX, TYPICAL N �'�' LLI L4738CO NORTH 19th GREENWAY 3:1 = - -- — 19th GREENWAY W Q EXST. POND #7 GREENWAY DRAINAGE SWALE GREENWAY DRAINAGE SWALE SUBGRADE 3/4" ROADMIX at SUBGRADE w Q ENLARGE FROM 2000 CF I I PROFILE SEE DETAIL CROSS-SECTION SEE DETAIL 24"—� 3" MINUS µ SUBGRADE of TO 2795 CF IN AN E-2 0 i 1< WASHED ROCK a Z EASTWARDLY DIRECTION E-1 ea 6" COMPACTED 3/4" ROADMIX ON STRIPPED �_ O J— AND COMPACTED SUBGRADE. ROADMIX TO BE MOUNDED 1"-2" ABOVE EXISTING ^ t� 6" WASHED ROCK SURFACE, TYPICAL. INSTALL TYPAR 3301 WEED m W [ PREVENTIVE FABRIC OR EQUAL. G_ " i TYP.TRAIL SECTION © � V)) Q JI_ No SOME E-1 UJ � 1 MINUS CRUSHED GRAVEL Z LJJ 3" MINUS RIP—RAP POND GRAVEL FILTER EMERGENCY OVERFLOW O O F ♦ 3" MINUS RIP—RAP No sore E-1 g OUTLET PIPE _H 0, BERM/PEDESTRIAN TRAIL w Q m [ 0.3' OUTLET APERTURE zz RIP—RAP THE OUTLET I POND DEPTH VARIES O \ 4• 0.3� q•. NOTE. SEE THE TABLE EMERGENCY OVERFLOW SHOULD BE 0 SEDIMENT TRA LOCATED ON POND BERM ADJACENT 4� D 9 AKZO — ARMATER D TO CATRON STREAM/DITCH BTM s N GEOMATRIX OR AN .,'. �;5,'r - :r µ- i �ir'I1II �+ APPROVED EQUAL 'd (ONLY IF BERM IS USED AS A TRAIL) 10• —_.I A—A AS BUILT PROJECT N0. I 08/08/2003 SEDIMENT TRAP 2605022 N SHEET NUMBER RDF TYP. POND OUTLET STRUCTURE ® 4 SECTION A-A Nosora E-1 DRAWING NUMBE `j Nosoua EMERGENCY OVERFLOW STRUCTURE C�1 6 No 00" E-1 C ^624��o O >zozoa�_ O mUz�� ? � x�<aV O�Q PROPERTY CD ��,-; W o LINEo rc x z ooz nao CJ uoi oiarc Wmaw FUTURE 110.0'RIGHT-OF-WAY n oo>' FUTURE BLVD PROPOSED - Lj LANE SIDEWALK - ASBUILT R }I`' 1 s.o' - 1 z.s' 50' 08/08/2003 EXISTING RDF STREET 2.OX SLOPE 3.0%SLOPE --� N p 5 A � Z W N VZ-i Ti EXISTING CURB FUTURE CURB PROPOSED SIDEWALK TBC ELEV.=4740.0' TBC ELEV.=4739.5' STA.4+75 TOP OF WALK q ELEV.=4739.87' U a a WEST OAK STREET CROSS-SECTON ND WALE E-2 4770 - �L-JD 4760 m m / —� �-- - ---- EXISTING GROUND PROFILE � 1 —I. ram:: — , r _ - DRAINAGE SALE PROFI ---- -- �_— WW 4750 —_ — — — NORTH INVERT Z __ WEST OAK CULVE T m O - - ` -- -�- --- - - - 4734_16' -- - N Luj ~ 4740 INVERT OF E STING CULIkERT -- = w Q � z OL W (n N TH INVERT OF - O p V) 1.1 % EE STEVENS CULVERT d z O ELE.4747.29' _ .. — --- - -- - - -- Qf O WEST TEVENS CULVERT - - �T � I ELEV. 748.13' SOUTH INVERT OF 4 W -W K-� - - -- - ST OAK CULVER T - _ _. - z J 4730 - - - --- - -- - .._ -- - - .141 EIIEV.4735.37 - a zz LLLJ (n N O OD m D] t0 M aD M �(1 n M n N r O m T N LJ W (-D In t0 O n a0 r aD r 0t M O� Oi ai f� tD M a a a a M M M M M ~ `� �' a a r n n n n n r r n r r n n O 3 z wi c 3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 N I W PROJECT N0. 2605.0 2 w -2 NORTH 19TH GREENWAY DRAINAGE SWALE PROFILE E SHEET NUMBER W art -2 5 DRAWING NUMBER 0 E_z 2 Zj o 7'OUT FROM VALVE 11 STA 3+29.00 MOVE EXS PLACED A M V DEG T.B.CONNECT T EX MAIN BEND(7-OF 8•) L 1 I INSTALL 8•M. .. LOT 25 -� LOT 26 w3w� LOT 28 LOT 27 WATER MAIN a- _�<����� STA 11+13.51 STA 13+81.31 U a w INSTALL 8x6x8 M.J.TEE& INSTALL Bx6xB M.J.TEE h SEE NOTES #6-9 &12 STA 7+B5.58 FHYD ASS'Y w\6"MJ W.V. FHYD ASSY w\6•MJ W.V. rc m a w &11.5 LF 6•D.I.HYD LEAD k 11.5 LF 6•D.I.HYD LEAD OF SHEET G-3 o o o=<o STA 4+09.6 INSTALL Bx6x8 M.J.TEE k STA 11+OB.61 -f INSTALL 8•M.J.GATE LOT 29 FHYD ASS'Y w\6•MJ W.V. INSTALL 8•M.J.GATE PIPE w\T.B.,V.B. PIPE w\T.B.,V.B. / \ W.V.w/T.B.,V.B. STA 7+80.58 k 11.5 LF 6•D.I.HYD LEAD W.V.w/T.B.,V.B. ST 13+15.0 INSTALL 1• LOT 24 \_•. INSTALL 8•M.J.GATE PIPE w\T.B.,V.B. STA 11+82.0 INSTALL 'l W.V.w/T. V.B. 1•WATER SERVICE 25 LF WA R SERVICE 25 LF STA 8+85.0 INSTALL 1•WATER STA 1D+49.3 INSTALL 1• \ STA 5+75.71 STA 5+91.28 SERVICE 25 LF WATER SERVICE 25 LF / 7ABW.N.h S.M.CROSSING INSTALL 8.45'M.J.BEND 60'DEDICATED PUSUCT.B. SERM� LFNSTALL 1•WATER GHT OF WAY 003 STA 3+70.5 INSTALL \ - 1•WATER o SERVICE 35 LF LOT 14 �- u� STONERID�DR N N N STA 4+14.60 W 5 INSTALL 8x6x8 M.J.TEE$ W N a FHYD ASS'Y w\6•MJ W.V. h 18.0 LF 6•D.I.HYD LEAD N N PIPE w\T.B.,V.B. - ---t-- STA 13+08.0 IN 1• VERIFY SCALE WATER SERVICE 47 LF i i THESE PRINTS REDUCED STA 7+74.4 INSTALL 1•WATER STA 9+17.3 INSTALL 1• STA 11+42.0 INSTALL 1• a3 1/2 SIZE, LINE BELOW STA 4 2? STA 4+51.5 INSTALL 1•WA R SERVICE 47 LF WATER SERVICE 47 LF WATER SERVICE 47 LF STA 13+76.3 MEASURES ONE INCH INSTALL 8•M.J.GATE ON ORIGINAL DRAWING SERVICE 35 LF q STA 5+60.13 STA 7+76.44 INSTALL 8x4x8 M.J.TEE W.V.w/T.B.,V.B. MODIFY SCALE ACCORDINGLY STA 4+24.60 STA 5+38'13 INSTALL 8.45'M.J. a 4•FIRE UNE MAINTAIN 2' SEPARATION LOT 19 INSTALL 8.22.5 M.J.BE INSTALL B•22.5'M.J. D BEND w/T.B. , z FROM WATER SERVICE.EXTEND 6' LOT 1 8 LOT 20 INTO LOT w/4•ENDCAP$T.B.,47 LF Z � W/T.B. w/T.B. -�LOT 15 SEE C.O.B.STD DWG No 02719-3 � �^� • STA 5+49.3 INSTALL 1•WATER _ O SERVICE 25 LF STA 5+51.33 INSTALL 8x4x8 M.J.TEE m LOT 2�{ '^ h 4•FIRE LINE MAINTAIN 2' SEPARATON uZi FR011 WATER SERVICE.EXTEND 6' INTO LOT w/4"ENDCAP R T.B.,25 LF LOT 17 _ SEE C.O.B.STD DWG.No.02719-3 �'�•�! T 16 / ^0j s STONERIDGE DRIVE STA +08.99 TD STA 14 00.00 INS ALL 1091 LF OF 8" M.P. STATION 3+08.99 10 STATION 1 +00.00 4760 w 4760 -- s DE:4PTH ::��ANREATER 6.5' - TYPE •A• B CKFILL m m m < sS 4755 e v 4755 - - - EXISTING GR ND PROFI - - va~i 4750 4750 _ FN J II 4745 Q I 11 � I 4745 OLLj Q z II - 4740 4740 - I I I I W Z W 2 W nia. A{ y{rory ti�3. 4-e - � 114735 1n Q 4735 i i _ it �- __._ ZWof !3 3 oob • �tl . I I O w 4730 Q m f-'- m E 3 V 4730 co g y •,a n_' _ 4725 4725 a a a a o a a 3 a a 0. a a .- na ne a 4720 PROJECT T N 0. a a a a 4720 605.0 2 TMSHEE NU o v N 6 m e UMB DRAWING N ER W-1^ ^ lop 10+00 11+00 12+00 13+00 14+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 7.-� N m CONTRACTOR IS TO VERIFY -B-' I THE ELEVATION OF THE II I OEXISTING WATERLINE O THE II I I OPOINT OF CONNECTION IS a III N W CONSISTENT KITH ELEVATIONSaSHOWN ON THE PLANSEXST.BLOWOFF TO BE-BEMOVE� II STA 18+04.39 LOT I O_ 1� aq INSTALL 8x6 M.J. II O REDUCER w/T.B. 1 1 C) E a m a W l STA 17+47.4 INSTALL 11 1 '28 16M 1'WATER SERVICE 30 LF II I 1 STA 18+06.39 I II I CONNECT TO EXST.6"W.M. STA 16+76.05 II I GRAPHIC SCA REMOVE EXST ENDCAP&REPLACE 7 0 INSTALL 8"M LE J GATE.. II I w/6'M.J.GATE W.V. W.V.W/T.B.,V.B. II 1 I m o w/T.B.,V.B. STA 16+81.05 1 IN INSTALL 8x6x8 M.J.TEE 6 , I I inch= so teat horizontal BEND CURB FHYD ASS Y w\6'MJ W.V. I I I t inch- 5 feet vertical k 14.25 LF 6'D.I.HYD LEAD OD PIPE w\T.B.,V.B. � W.M.@ S.M.CROSSING rINALL8" 16+68.23 6 z w 22.5'M.J.BENDT.B. '^ in STA 16+11.91 INSTALL II 1'WATER SERVICE 35 LIF II LOT 24 / I STA 15+93.8 INSTALL I� o 1"WATER SERVICE 40 LF II -- STA 15+91.8 INSTALL 8v4v8 M.J.TEE ASBUILT &4'FIRE LINE MAINTAIN 2'SEPARATION II 08/08/2003 gg / FROM WATER SERVICE.EXTEND 6' INTO LOT w/4'ENDCAP&T.B.,40 LF II RDF SEE C.O.B.STD DWG No.02719-3 a _- — 0 r - i LOT 22 r, b STA 15+06.3 INSTALL 8"45 ~+:.J�IIND 3; w/T.B. II O S STA 4+01.99 STA 13+08.0 INSTALL 1' I II STAR TO DEFLECT PIPE 3• WATER SERVICE 40LF I �� ❑ m PER DINT TO STA 15+06.34 STONERIDGE DRIVE ❑❑ 4755 4755 W m m m d d � d o a m o 4750 1 4750 STA 4+00.00 FO STA 18 06.39 IN TALL 406.39 LF 8" .I.P. STATION 4+00.00 FO STATIC 18+06.3 TYPE "1" DIPE BEDDI G 4745 a745 m FINISH D CENTERLI E PROFILE XISTING GR ND PROFIL ~ Q w Q 4740 4740 x W Z LLJ Z 'o Q > O a- 0 w� _ -1.079X W 4735 L 4735 j — II Q w CD SM I&OW w r � ZQOf Ld 4730 wrt IIK t&Y8w 4730 O V) 16M me Aid. w m 4725 §;. 8b ga'- `C I I • 4725 W Q N — \ ILf— 4720 «WLS _ y 4720 3 _ 0 N 3 PROJECT NO. 4715 4715 J 2605.022 m �N am N Ili I'n �N an N n SHEET NUMBER aye n n �i nn �n n n ~n 7 �n nn nn nn ran nn n nn nn / as da as �a as a♦ ♦♦ as �< DRAWING NUMBER 0 14+00 15+00 16+00 17+00 18+00 W-2 f N \ 1 C, �zmz�z g! \ \ I I ( \ W11-2 \ III CD 30'x30' 1 I I I = z o W o z \ 1 STA 10+06.07 REMOVE I PEDESTRAN PATH } o m PEDESTRIAN PATH IN L PEDESTRIAN 1 `- \ EXST. 36" CMP & INST I SEE SHEET E-1 d zo N o o,c SEE SHEET E-1 RAMPS SEE C.O.B. .� �-- U \ DWG NO. 11 529-B I & 2. (INC. FES) (40.7 A \ \ I 42.3 LT.) 31"x51' RCPA AND PEDESTRL4N SIGN 1 INV S.=4746.32 63. I� ' W11-2 & W16-7P £� INV N.=4745.79 INSTALL 3 CU. YO _ \ ` m OF 12" ANGULAR of 1 INSTALL 5 CU. YD o� RIP-RAP OUTLET _ 'L y 1 4 OF 12" ANGULAR A I I 1 1 RIP-RAP INLETI ----- CTi01+--- ------- �11 ----- - SEE DETAIL LOT 28 LOT 27 CATRON STREAM/DITCH -w _ ALr GRADE LOT 29 >;w W N � \ RING TO EXST MH F F _ INSTALL SDI#'3 z W STD DWG. NO. 02721-2 z C- 4751 GRAPHIC SCALE FOR TYPICAL �o ' INSTALL DOUBLE GUTTER SDI 3 INV. 4748:+a INSTALL 28 LF SECTION SEE N�° SEE C.O.B. STD DWG 4747.44 \\ 15" RCP, w/ FES -+ DETAIL N+ �1 No. 02529-1 & DETAIL wsi Op =0.74x ° P 8 3 P 8 IN FEVr) q I EXPAND PON 15" RC ,�- 9:69-fA SEE SHEET E 1 S=0.90% U d 1 inch-50 feet horizontal 1 inch- 5 feet vertical SEE DETAIL LOT 14 ON THIS SHEET INSTALL SDI#4 / $ "� o 00 0 r� STD DTB _WG. N0. A SDI#4 INV.S 8„-+'--sr^^^ i/ 0' DEDICATED 4747.59 / INSTALL A 1" & 6" F 25'R PUBLIC R.O.W. INSTALL A 2" & 6" Y�•1 N GRADE RING TO EXST MH AS B U I LT Icy?� F•�•M GRADE RING TO EXST MH 25'R m i / REMOVE EXST 4 GRADE N INSTALL 18" HDPE 08/08/2003 INN / SEE SHEET P-2 UTILITY CONDUIT RING & INSTAL'3" 30" DEEP, 6' INTO LOT R D F 0 GRADE RING T EXST MH I^ II INSTALL 228 SF OF STAMPED ASPHALT LOT 18 I STYLE - 11-1-120 HERRING BONE I LOT 15 I COLOR - RED BRICK — — — — — — — — — — — I WIDTH OF WALK IS 5.0' I 150.0 ' VC 1 I I 1 H H POINT E EV = 4751. 9 INSTALL .0272 STD � REMOVE 10 SF OF � DWG. N0.02721-2 s '� - EXISTING PPROACH TBC=4755.35 S + PVI STA = 12+00 + _� SDIN2 rW SPHALT INV=4751.88 PVI ELE 4752.20 INCLUDES R CENTER W/ GUTTER N = mQ =m aQ o A.D. -1.901 SIDEWALK, ND A z m I K = 8.921 4 � EXISTI G GROUND I TALLIED STD CO C. TBC INSTALL 61.5 LF soox HANDICAP R S 15" RCP, W/ FES 4 — — — — EXISTING GROUND I S=2.50% m INSTALL I N •30,X ESSED CURB TO MATCH OPPOSING WALK H -FOR FUTURE USE Q W Q V] 474 Z 'o p W i it '8 n tl Z � O 47 „�cai in,�N N a INSTALL 57 LF O D 2' CURB - 1 W Q INSTALL 27.2 LF W SET CURB El, TO MATCH J dJ (lf I 15" RCP, 5=1.16X Z a F x Mo_o STONERIDGE DRIVE S-SECTION N Q 47 Z= To�6 . z_ - - o J o. r» .5 N.22ndQEESET Z Ld �Q R N.22nd Z LLI C v)p wo a N w OC 1i I m 47 -_ I Q o 3 o - 0) oz o 4 V I DWG, N0.027 D 21 2 NOTE: 3 TOP BA K OF CURB ELEVATION I TBC=4755.37.=SDIN1 INV4752.09 I I Q ij 0.12' BELOW CENTE LINE ELEVATI N CENTER W/ GUTTER PROJECT NO. x m 2605.022 N - 4720 m 'o ^� rM Na r� ,On �fm min O� �n O,N rN �Oo1 ~N �N �ONi �t�n oN mONi �0 �M Co �t�0 �� NO �1r0 nM ^O rt? ♦ ) ^O o 04 ai of o o o ai or of n r r �o ' vi vi ui SHEET NUMBER '.) I� No *o No No 1 , oo No o� 0� �� "< ,: Na 1� T� NN �c �� N. �< �< �I �< �N �N �< n N. 22nd & Stoneridge Dr. 6 II da ra �< •< •a as Ya +a de �a as da •a 'va +a da ea �a �a �a �a Ya 'Fa pa da as as Ya �a �a (NO SCALE) DRAWING NUMBER o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 m. I INSTALL PEDESTRIAN II <g I i RAMPS SEE C.O.B. STD II rc€a g STA 25+02.68 INSTALLDWG NO. 02529-8 II Q i i H 89 LF (INC. FES) SAW CUT & AC I W 1 1-2 N T I -}><jc AND PEDESTRIAN SIGN II O (43 LT. & 46 RT) EXST. ASP- T W11-2 II i TO w >j 31"x51' RCPA. EDGE I I II _ y INV. S.=4731.47 I I INSTALL 1 CU. YD 12 SEE 4 A S B U I L T _o`Z 5 INV. N.=4730.58 I I I ANGULAR RIP RAP DETAIL II OUTLET PROTECTION P"9 11 08/08/2003 INSTALL 4 CU YD OF 12" ANGULAR RIP-RAP II R D F INSTALL STREET MARKER I, INLET PROTECTION I I II & STOP SIGN SEE O 6i L d x ® a II C.O.B. STD DWG N0. U i rc m a w SEE DETAIL P'3 II EE SHEET P-1 09810-1 II.I n~T ~ l II 0 > 6i�aa 79TL 205 SF OF STAMPED ASP TI I REMOVE EXST. Q CATRON STREAM/DITCH STYLE - 11-1-120 HERRING BON I C.O.B.& DELIVER TO DEAD-END BARRICADE - COLOR - RED BRICK I WIDTH F WALK I 5.0' I 1 1 I ¢ Wou Wes' STA 24+47.27, 18.5 I i Z FOR TYPICAL I Z ---- -- INSTALL 28 LF INSTALL 32 LF OF 15" SECTION SEE - O DETAIL OF 18" RCP, W/ FES RCP, S=0.6076 II INSTALL SDI## II INSTALLED SEWER SERVICE INSTALL 18" HDPE STA 41+8 .39 _ Y5 02721-2 8' BELOW GROUND SURFACE UTILITY CONDUIT W CUT & TBC = 4736.21 Y (APPROX. LOCATION) 0" DEEP, 6�INT0 LOT EXS. ASPHALT GE ' Yr'E 11#5 TALL SDI{I5 SDI/f6 INV = 4733.13 i ] _ PEDESTRIAN PATH D DWG. N0. 02721-2 SEE SHEET E-1 C = 4736.21 INV = 4732.94 REMOVE EXST. ON ! - 1 STA 40+72.50 LL DEAD END SEE SHEET-P-3 I 1 BEGIN TRANSITION TO 1 MATCH STONERIDGE DR. WE 1`VE S o DELIVERR TO C.O.B. ? 1 INSTALLED STAMPED ASPHALT CROSSWALK AND PEDESTRIAN 7 ONERIp 11 STA 41+50.46 I 25'R INSTALL 84 LF (INC. FES) I RAMPS (APPROX. LOCATION) II 1 z FOR TYPICAL INSTALL STREET MARKER II (40.5 RT. & 43.5 LT.) I & STOP SIGN SEE 18" RCP I ►-� �, SECTION SEE NSTALL 6" GRADE C.O.B. STD DWG NO. II F INV S=4748.13 DETAIL ING ON EXST MH / 09810-1 I 0 w m II INV N=4747.29 m =N P-3 INSTALL DOUBLE GUTTER / NOTE: FOR MEDIAN, CURB I ~� d SEE C.O.B. STD DWG I i No. 02529-1 AND GRADES, AND STRIPING S a a 1 DETAILS SEE SHEET D-10-01 I I ry W P"g II GRAPHIC SCALE GRAPHIC SCALE Y-+O--/ —T— o40 . 25 >o o ss w m I ]STONERIDGE DFT_ `0" ` WEST STEVENS — 5ehorizontal I I inch s 50 feet heri—tel 1 inch- 6 test wrttael I $ PIA STA = 23+44.06 PVI ELEV = 4737.32 a A.D. _ .222 W K = 225.514 4750 4760 0 4760 g 4750 50.00 ' VC + a m o a a FINISH TBC RADES i iI BC N SHOWN D-1 o o a o 11 N a 0 0 4745 4755 - - 4755 4745 _ 1r EXISTING w N nLi 41 EXISTI G GROUND e n EXI LNG GROUND > 7 EXISTING TIC a s in m MAPLEWOO1 DR. 4740 4750 _ 4750 m ~ 474 — N w W w -1.079 STA 4 85RCP Q Q 4735 _ 4745 4745 0- z Z 4735 EXIS NG U.S. WE T - Q Il C kBLE VERTIC z F- F— LOCA nON UNKNOV N w z L\ EXST. r+ N 24" R P 4730 4740 4740 j Of C 4730 n� N h NO N 4�V Q Z L ,6 N c6 Q n ; ,Q n aY 0_ = z< 4725 4735 4735 w 4725 H W ~ 0 p I M nl ^ I 0 1, M M /R Q Ill I-L tJ as a� a^�aa O aam0 I II < C6OV II N m ° z6 4720 4730 _ 4730 4720 z V O N o o 4715 4725 _ _- 4725 J a 4715 Z 0 oa NOTE: TOP BACK OF CURB ELEVATION IS x PROJECT NO. 0 a 4710 w .1 NT IN ATI 471;) 4720 w 4 2 2605.022 y�M^a Mna e�n^a7 ONna CNna ONna na Nna Nna na NNna SHEET N UMBER 9 o CV(V O DRAWING NUMBE FO C aoN y0 OO 6 a� 18+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+50 24+00 24+50 25+00 40+00 40+50 41+00 41+50 P-2 17+o50 23+00 rz oec I " - FOR TYPICAL W CUT & I I ` - 60'R/W SECTION SEE REMOVE 87 LF I y O a DETAIL OF EXST. CUR I II II MIN. ULPTH= 1.0' 3 €� 1 O sz zc_�i3- 5. P-3 II I Im 30' H V9`I S�m` I 1 1 30' TA 50+72.5 y �� I 1 I I 1' = z$�--zma€z EGIN TRANSITION TO 11 5 w a�=4 z s j ATCH STONERIDGE D 1 I 11.5' 6 INSTALL 183 SF OF STAMPED ASPHALT 18.5' 18.5 e 4 II 25'R 1 11 IIO STYLE - 11-1-120 HERRING BONE I' �2•� d z�� M. INSTALL 18 HDPE COLOR - RED BRICK " d m UTILITY CONDUIT I 1 WIDTH OF WALK IS 5.0' j SIDEw�IL1c Boulfl 16.5' 16.5' 2' 5.5'�}-s' 3D ANGULAR o a w 3'-HOT PLANT MIX ASPHALT CONCRETE SU ACE COURSE 3'OF 1.5'MINUS CRUSHED BASE COURSE BOULEVARD I SIDEWALK RIPRAP 30-1 DEEP, 1 I I $ �2.0% 9 3.0% / IQ% 9 2.D% _ 16 z 6' INTO LOT 1 ; L 3" 1 00• o:o o• o o,00••- � o4' (lYP) � •• •;o; oo� ,o' •Opbo°. o••Io' ;oo •:000'Q'o.o�o0 0• •• I III-II�III= �• •o ,o •.000 •;000 oov: oo••oo o'• 3 1 EE SHEET P-2 � 1 II � 3"� :ooa ��o,°•O•�:o.°•O'.:o' : . :•o'• 0 0 0.0 0 0 •: o :•o'o .• o .•o o .•o= T I I I I�I I I��I ''�a �N��I�h'y INSTALL DOUBLE _ ' 1 GUTTER DWG NO. C.O.B. =1 I I I �I I ••_I I •°•��I I.•I•.I II •I��� I I- �1 •I •••=I �)I I-•-I • III-I I •-I I I�1 11=I 0 a 0 11� '11 II I I MITI I I�I� 11,1-TFI LI-I I�I I�I ; 1_0• ,_0" r F"a Zl ,5 1 02529-1 & DETAIL 1.5'MINUS HINGE POIM Qw� o P-3 s' O 1.5'MINUS HINGE POINT 2.5'OF 6'MINUS GEOTEXTILE FABRIC, �i e J, I REMOVE 90 LF CURB SELECT BORROW AMOCO CEF 2000 OR EQUAL �4y1 , a F` MATCH EXST. CURB 1 "` � I I }'ASPHALTIC CONCRETE,GRADE B.COMPACTED TO 97%MARSHALL NOTE: O I I ON 3•MINIMUM 1-1/2'MINUS TYPE A CRUSHED EASE COURSE / I 25'R i I ( C TO 97%RELATIVE COMPACTION ON 2.5'OF 6•MINUS TOP BACK OF CURB 0.12' OMPACTED w I I SELECT BORROW COMPACTED TO 97%RELATIVE COMPACTION ON BELOW CENTERLINE ELEVATION. ; I 1 I 129 LF SEPARATION FABRIC,AMOCO 2000 OR EQUAL,ON SUBGRADE,TOP 6• CULVERT i a i SCARIFIED AND COMPACTED TO 95%RELATIVE COMPACTION. PR A 51+57.14 I I INSTAL F 24- (COMPACTION BASED ON AASHTO T-99) n TYPICAL SECTION OUTLET " BEGIN TRANSITION TO I I I RCP SO . MATCH WEST OAK ST. a I I I INV. S0. = 4735.37 (NO SCALE) 4 RIPRAP O a� I I I INV. (NO 4734.16 LL INSTALL STREET MARKER & I I I WITH NON-SHRINK NO SCALE) GRAPHIC SCA11E STOP SIGN, SEE C.O.B. STD I BACK-FILL 1'I.D.x 2'PLASTIC EXP.CAP W/1'STfROFOAM COAT JOINT SURFACE (NOTE: PHONE, GAS & DOWEL&END OF CAP,TAPE TO BAR / DWG NO. 09810-1 I I W BOND BREAKER m o is CABLE WILL BE FOR WATERTIGHT SEAL. L.)I ENCOUNTERED ON THE _ _ ,_ so I NO. SIDE OF W. OAK AS BUILT FILL SLOPE Z STREET - CONTRACTOR ( IN�') I TO VERIFY LOCATION) . 08/08/2003 SECTION A-A -\ I inch- 50 feet horizontal 2 °� I I I d e O w F I inch- 5 feet wrt5cnl I I - �' - - R D F 0@� I I I I I SAWCUT - REMOVE & p..� b I 1 REPLACE 50 F d e - �'/, �•y N I 1 ASPHALT& 2O LF OF - � d I I I I CURB & GU TER ---- ---- ---- I APPLY LUBROM TO HEIGHT O 1 SEND OF THE OF $ O I �\ �® 8 EA- 1'DA.x 3'-0'COATED STEEL BAR 2'-0" PIPE o: T a I 0 6'CENTERS CENTERED IN SLAB. 2-0" NOTE: BE USE STEEL DOWELS INSTEAD OF DEFORMED DATING SHALLCORROSION RESISTANT. REM AS DENOTED IN C.O.B.STD DWG NO. 02529-1 III-1 I !_WEAL UNDER CULVERT INLET STONERIDGE DRIVE n EXPANSION JOINT "�"CLAY MATERIA (NO SCALE) n CULVERT INLET RIPRAP 2,-0• 2'-0" (NO SCALE) 11I W HIGH P01 T ELEV = 4 37.94 s n SECTION A-A m PVT A = 51+1892 - a a c PVI E EV = 4738. 8 c 0 Z o In A. -1.541 _ -- 48.661 a x 5.000' VC - - _ - a n N N ETOP ND S1fAE503�-61DEWALK -- ------ -- m d rn n n n WES T OAK SIDEWALK ELEV�11:740.96 - w N e a e WESTCONS RUCOAK SIDEWALK ED WITH -T- I:i Gi II II 2% CROSS SLOPE I SEWER MANHOLE 1 Q ~ tl � � TOWARD 0 K STREET i STA 4+91.56 1 Q 4740 ELEV. 4740.16 1 w Z 4740 w -- I TOP FLUSH WITH SIDEWALK 1 e TOP EDGE OF SIDEWALK 1 1 I I Z LLI� Q ' 0 INSTALL 1-4" RING BARREL SECTION PEDESIRAIN RAMP NOTN STANDARD LOCATION I STA 1+83.8 OF LANDING 1 p STRAIGHT GR+DE SIDEWALK 1 1 O Of Z C 0. 3% -0,888 ELEV. 4737.22 3, STA 0+00 & STA 1+83.86 I INSTALL 1-6" RING 1co 0 SLOPE=0.40R I 1 LL 4735 0x 4735 STA 2+32.16 & STA 4+25 TOP EDGE OF SIDEWALK I 1 J I STA 4+ . L EX STING GROU D SLOPE=O 79% I 2500 I 1 STA 4+25 & STA 5+37.61 I ELEV. 4739.00 0 SLOPE=1 4% 1 TOP EDGE OF SIDEWALK 11 I I Q TOP EDGE OF SIDEWALK BEGINING STA 0+00.00 1 co p LL 4730 4730 I FRONT EDGE OF LANDING 32 NG 1 ELEV. 47+36.48 1 ;p w Q A Ld N C ELEV. 4737.48 I 1 P () � O bi p pp �� - - I M�7 0 Oo '� 4725 4725 N N O 1 V •d M M o� 4720 _ I = ______------ _ --____ _M 0t----- N 4720. EE TYPICAL � --- ---- FUTURE CURB ----- _-- --�-- c 0 I ECTION _ WEST OAK STRE ---- m Z LOOT�' 2 �� BACK OF ClRB ELEVATI IS ----- --------------------------_ _---- PROJECT N0. o N A --- 4r1 GRAPHIC SCALE a 4715 x SHEET NUMBER �I m o m m Im J tp n� N� N� mm m� N O 10 n n � Mn M n n PLAN - WEST OAK SIDEWALK DRAWING NUMBEF m In a In a� a1 as ea n a (I"I+E�) I Inch= 40 feet horizontal P-3 0 50+00 50+50 51+00 51+50 52+00 r ALL TBC RAD. ON �� s DIRECTIONAL MEDIAN 1.0' DELINEATORS �� AS BUILT e" �� 08/08/2003 rn R D F ^ Cf 0) m CENTERLINE STEVENS - • ^ (o tr) t) N N ,C�v V- n U 3.0' + . + 00 �' 'I, R62.5' 23.4' Lo if) �I W z 16.3' N (v �L.I 2 DELINEATORS N/- 8.0 •�i-+ 2.0' FROM TBC Q) Q m Q m L CENTERED ON J o STANDARD m� ~ co END NEW CURB w MEDIAN 2.0 CURBS C/) 4. + R50.0' 5.0' 8.0' 1' I m y I - --- --- ------- DIRECTIONAL INSTALL 4 - _ - INSTALL 2 DELINEATORS MEDIAN 7 DELINEATORS ; x R2.°' \ I 6.0' FROM NOSE OF 2.0' FROM TBC OF I RAISED MEDIAN AND LANDSCAPE MEDIAN DETAIL (NTS) NOTES: '2.0 FROM EDGE I - -- - 1. INSTALL PIN DOWN OR --- ------------ FORM IN PLACE MDT -------------- 5.0' SIDEWALK �------- ------- INSTALL 177 SF OF STANDARD CURB ON SEE MDT 8 SKEW STAMPED ASPHALT DIRECTIONAL MEDIAN. X, STYLE - 1 1-1 -120 DETAILED DRAWING #609-10. STq Tqp HERRING BONE 10:1 TAPER o ' 4N CD7x43FR `� COLOR - RED BRICK 2. AREA WITHIN DIRECTIONAL p °p 8� WIDTH OF WALK IS 5.0' MEDIAN SHALL BE EARTH FILL 00 �O • DIRECTIONAL TRAFFIC ~ & 3"-6" ROUND RIVER ROCK. z - - - v MEDIAN SEE DETAIL :`i SEE HATCHING. T STEVENS_ - - ---. _ • 2.0' OFFSET Q ? 3. INSTALL FLEXIBLE - I TREET FROM EXISTING Q- W DELINEATORS AS SHOWN ON N LIP OF CURB PLANS AND IN ACCORDANCE C'T & GUTTER z Y WITH MDT DETAILED DRAWING un Cr 619-40. XQ y� oul w 4. ALL SIGNS INSTALLED MUST BE IN ACCORDANCE WITH 5.0' SIDEWALK ---- - ---- ---- o MDT STD. DWGS. -------------- ---------- r �, hA 5. ALL STRIPING AND PAVEMENT v> INSTALL 2 20.0' OF O 4.0 rn ^ '( STEEL J� � \ NEW R5-1 ) MARKINGS TO BE THERMOPLASTIC �v WITH END MARKERS z LOCATION MEDIAN CONCRETE OR PREFORMED PLASTIC TAPE UNLESS OTHERWISE NOTED, AND IN CURB MDT ACCORDANCE WITH MDT STD. DWGS. DWG#609-10 00 6. CONTINUOUS CROSS SLOPE (NO I CROWN) ON STREET TO MATCH 00 IN -® I STONERIDGE DRIVE AND N. 19th. O �, NEW R 1 - 1 I �� STREET. o + 3.0 OFFSET I FROM T.B.C. 7. 2% CROSS SLOPE ON SIDEWALK 'Q (w/ STREET MARKER) Y �] TOWARD STREET. w NEW R3-5 B. SIDEWALK OFFSET 1.0' FROM GRAPHIC SCALE 24" WHITE STOP LINE Q w N PROPERTY LINE m20 0 10 20 IV- REMOVE 570 S.F. v U' X AMAIERLE,INC. MORRISON TONERIDGE SUBDIVISIOIN FEET ) EXIST. APPROACH tk pW1 inch = 20 ft. ,.� PHASE 2B CURB, GUTTER & "°;� °���� ^-"�"�' """"" WEST STEVENS STREET SIDEWALK END NEW CURB `��`P `� CLIENT:CAPE FRANCS INC. X FIELD WORKoMMI DATE:09/06/02 PLOTTED DATE: Jon/21/2004 - 10:27:03 am DRAWING NAME: I„v DRAWN BY: RDF SCALE:1"=20' P�5g11IL75\o-2.DWC CHECKED BY:MEE PROJ :2605.022 SHEET D_1 OF EXISTING ADA RAMPS NOTE: PULL NEW 120 LF WIRE FROM THE EXST JUNCTION BOX ON THE EAST SIDE OF NORTH 19TH AVE. SEE SHEET E-1 EXST. 12" RCP REMOVE EXST. SDI & STORM COLLAR INSTALL MANHOLE LID • & GRADE RINGS ON _ EXST. 4' MANHOLE B _ --- WITH INLAND Y 72-2- 772 - —- FRAME WIT 7-2 n n&irn --------------------------- - 772-B COVER PROPOSED PROPERTY LINE EXST 2" STEEL CONDUIT 2 OF NO. 8 AWG. 1 OF NO. 10 AWG. IEXISTING STREET LIGHT LOCATION FIELD BORE 12" INSTALL LONG SWEEP HOLE IN EXST. 90` ELBOW 48" MANHOLE & GROUT FILL ANALUS � CONECT TO EXST 1 " STEEL CONDUIT INSTALL 35.0' OF 12" INSTALL 30 LF OF INV. I =4750-54' 4749.42' 2" STEEL CONDUIT INV. k�4.49 T= §6-9r3 4750.26' SEE SHEET E-1 SLOP 2.4% INSTALL CATCH BASIN WITH SDI PROPOSED STREET LIGHT LOCATION SEE C.O.B. STD DWG. N0. TBC EL E .=4754.5-S- 4754. 13' MOVE EXISTING STREET LIGHT INV. OUT ^7C� 4750.26' 30.0' SOUTH. KEEP 3.0' OFFSET GRAPHIC SCALE DISTANCE FROM TBC. 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. INSTALL LIGHT POLE FOUNDATION. LUMINAIRE POLES SHALL BE OFFSET ASBUILT TO A MIN. DISTANCE OF 2' FROM THE OS/08/2003 FACE OF CURB TO THE FACE OF THE RDF POLE. bMORRISON STONERIDGE SUB. MAIERLE,Ixc. WEST STEVENS ME SDI&STREET LIGHT CLIENT:CAPE FRANCE, INC. FIELD WORKMM� DATE:09/24/02 PLOTTED DATE: Jon/21/2004 — 10:28:22 am DRAWN BY: RDF $CALE1�=20 DRAWING NAME: D:\ASBURIS\WSTE�ENS-ISLAND.DWG CHECKED BY MEE PROJ M2605.022 040 0 1QHEET 1 OF I NOTES: START CURB SLOPE OF „ 1.) ALL SIDEWALKS, FLOW LINE ELEV(= 3-4 4753.51 ' RAMPS, AND LANDINGS SHALL HAVE A 2.0% i CROSS—SLOPE TOWARD STREET 2.) LANDING SHALL BE FORM TBC TO CONCRETE COLORED - - -- MATCH RAMP BLACK WITH BROOM FINISH TO CONTRAST ADJOINING SIDEWALK SURFACES CROSSWALK PROPOSED 5.0' SIDEWALK F J 4.9% 3.) EXISTING ADA RAMPS 9 ON NORTHWEST CORNER OF W. STEVENS/N. 19th INTERSECTION LANDING— SHADED AREA ?D• FLOW LINE ELEV. 4753.70' EL. 4753.97' FORM TBC TO MATCH 4753.56' LANDING ELEVATION, 5.0' CURB TRANSITION z � LENGHT n 4753.77' w 4.6% o �RAMP 13:1 START NE CURB WITH SLOPE 0 FLOW 1.6% LINE ELEV. 754.00' EL. 4 75 4.72' JOIN EXISTING SIDEWALK WITH PROPOSED RAMP— w MATCH ELEVATION 0 GRAPHIC SCALE "' 10 0 5 10 D z ( IN FEET ) f- 1 inch = 10 ft. X W ASBUILT 08/08/2003 RDF MORRISON STONERIDGE SUB. MAIERLE,INC. WEST STEVENS CLIENpCI���Cn CLIENT:CAPE PRANCE INC ADA CURB RAMPS FIELD WORK MMI DATE:1OZ14102 PLOTTED DATE: Jan/21/2004 - 10:28:50 nrn DRAWN BY: RDF SCALE:1"=10' DRAWING NAME: CHECKED BY,MEE D:\ASWUILTS\WSTLYENS-ISU D.DWG PROD 2605.022 040 0 iQHEET 1 OF 1 w3 0 mo - >wmuz Vii9 N a�� 000 VWQ=� Voo AS BUILT a3 , 08 08 2003Ya MDOT REFERENCEm RDF WATER TIGHT CONNECTORS 8 AWG a � 10 AWG TYPE 3 8 e 8 AWG 8 AWG 15' MAST ARM. W/HPS LUMINAIRE. TYPE 5 8 1 r 10 AWG 10 AWG TYPE 20 10 0 W'KKK N PROVIDE FUSE(S) IN CKT. TO HANDHOLE - 4" X 6" (NOMINAL) z w N BALLAST. FUSE(S) SHALL BE NO. 12 THWN ,___ BUSS TYPE BBS. FUSE HOLDERS _ 1 SHALL BE BUSS "TRON" HEB V WATERPROOF. SIZE OF FUSE REPLACE EXISTING USED BREAKAWAY COUPLING BOLTS. LUMINAIRE O W a SHALL BE AS REQUIRED BY PROJECT ANCHOR BOLTS 4-1/2" MIN. ABOVE ----- LUMINAIRE MANUFACTURER. TOP OF BASE. PROVIDE DOUBLE NUTS CONDUCTOR - COPPER POLE 4 x w FOR LEVELING UNIT (ONE ABOVE AND P❑L E 3 12AWG - 600V ONE BELOW BASE FLANGE). GROUT VOID $ e BETWEEN BASE FLANGE AND TOP OF MOVE EXISTING 3 3 v CONCRETE, LEAVING DRAIN HOLE. HAND POLE # 3 O a FINISH. ATTACH TO POLE ALL WATERPROOF l� CONNECT GROUND TO LUG GROUND LUG CONNECTIONS TO BE I I IN HANDHOLE EXTEND 2" PVC CONDUIT I LOCATED IN POLE 1— R€ NO CHAMFER ADD LONG SWEEP 90 DEG. HANDHOLE ; BASE COVER BARE COPPER I �� FINISH AWG NO. 10 (GND) CCONDUCT600V (CL PPER) o ng GRADELi BUSH CONDUIT I I —MDOT WATERPROOF o m o L1 CONNECTOR TYPE I I 5 ' 5 c REINFORCED CONC. BASE ~ BY E.C. _ o GND-- -- - 20------ ---- ---- -- -m o ANCHOR BOLTS I r7 I ------------------------- -- ------------� 1" X 36" X (4" BEND) "' I -4 I EXISTING PULL BOX CONDUCTOR - COPPER MATCH BOLT CIRCLE TO I \ 1 EXISTING POLE. \ a PULL NEW WIRE 10AWG - 600V 1I FROM HERE TO NEW _J t 2"C (PVC) 2-#8, 1-# 0 FROM POLE #3 LOCATION En J S-2 ELECTRICAL 5 N0. 8 REBARS SERVICE 0 uj Z cJ� ~ w L w > w EQUALLY SPACED, o � u' � O J a O w z = F Q ,, 3 NO. 4 HOOPS 00 N T� 0'-9n O.C. C O L> 3 24" DIAMETER N Z F Q U uj w F N M NEW LIGHT FIXTURE BASE DETAIL LIGHTING SCHEMATIC —CONNECTIONScn PROJECT NO. w NO SCALE NO SCAM 2605.022.040.0310 SHEET NUMBER m N DRAWING NUM9C? G E- 1