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HomeMy WebLinkAboutValley West Subdivision Phase 1 z mom CONSTRUCTION IMPROVEMENTS FOR ? og i2 ■ VALLEY WEST SUBDIVISION - PHASE #1 � PROJEC1 - _AREA OF THE VALLEY WEST PLANNED UNIT DEVELOPMENT '33iy"j'by — � LOCATED IN BLOCK 1,PORTIONS OF TRACT I,2&3 OF VALLEY WEST SUBDIVISIONS A PORTION OF THE SOUTH HALF OF THE NORTH WEST ONE-QUARTER OF SECTION 10,T 2 S,R 5 E,P.M.M.,GALLATIN COUNTY,CITY OF BOZEMAN,MONTANA " DEVELOPER BOZEMAN LAKES L.L.C. C/O DOUG OBERG 3 3 2415 E. CAMELBACK, SUITE 900 y 8 PHOENIX, ARIZONA 85016 o � RECORD DRAW_ ING SCALE N HORIZ: 1" 100' o 1 1 x 17: 1" = 200' o VICINITY MAP - - - N NO SCALE INDEX TO SHEETS W ow GENERAL H ErS I-1 COVER SHEET -2 MISCELLANEOUS LEGEND AND NOTES 1-3 STANDARD ABBREVIATIONS AND NOTES I 1-4 CONTROL SHEET ROAD PLAN AND PROFILE sHFETS O g R-1 STAFFORD AVENUE 0+00-END _ _ C Y4 R-2 CLIFDEN DRIVE 0+00-END - — � R-3 ALLEY 1 0STRE END ��- $'o R-4 ALEXANDER STREET 0+00-END ��- R-5 ALLEY 2 0+00-END _ � u R-6 HANLEY AVENUE 0+00-END � ^ R-7 ALLEY 3 O+DO-END O &g R-8 MONROE STREET 0+00-END '8 R-9 ALLEY 4 0+00-END R_10 KIMBALL AVENUE 0+00-END 11 EXISTING WEST BABCOCK STREET 0+00-14+50 S� R-12 EXISTING WEST BABCOCK STREET 14+50-END g R-13 EXISTING FERGUSON AVENUE 0+00-END WATER PLAN AND PROFILE SHEETS W-1 STAFFORD AVENUE 0+00-END /CASCADE STREET 0+00-END N W-2 ALEXANDER STREET 2+00-END W-3 BABCOCK BLVD. 0+00-15+00W-4 DRIVE W-5 HANLDEY EN AVENUE 00 00'O+00 END CASCADE STREET m o d W-6 MONROE STREET O+DO-END - - PHASE #1 a W-7 L AVENUE 0+00-7+00 XC-lW = Q o XC-1W 0+00-END o o �� SEWER PLAN AND PROFILE SHEETS S-1 CASCADE STREET 0+00-END QZ S-2 STAFFORD AVENUE 0+00-END Q S-3 ALEXANDER STREET 0+00-END Z S-4 ALLEY 1 0+00-END I� O S-5 CLIFDEN DRIVE 0+00-END La_I 0 S-6 HANLEY AVENUE 0+00-END �, In XC-1 0+00-END mr,■ �„ _, Q nr a S-7 MMBALL STREET 0+00-END ,o,a =4 1O1■ Im� _ S-8 KIMBALL AVENUE 0+00-12+00 10r a �' or m a MIS MI, �u oT a urt a MIS S-9 ,m a .m as ,m a Jar M KIMBALL AVENUE 11+00-23+00 ,o,a_- Ncv 5-10 KIMBALL AVENUE 22+00-END Im,T uttw XC-2 0+00-END T, N STORM DRe11yeGE ELAN AND PROFII E SHEErc _ ALEXANDER STREET - - - - - - -- ------ --- - Z MONROE STREET w N o SD-1 STORM DRAINAGE PLAN AND PROFILE-WEST w SD-2 STORM DRAINAGE PLAN AND PROFILE-EAST --- _ I DETAIL SHFFTc j N W V v un o nD-1 INTERSECTION DETAILS , �as> O_2 INTERSECTION DETAILS Im■: w �*e1 O Jm,■ 1 uT n c°� D-3 SITE GRADING AND STORM DRAINAGE PLAN r, u r' r` D-4 SITE GRADING AND STORM DRAINAGE PLAN Q,' ^V N ^Y N U^4 o D-5 DETENTION POND DETAILS ,a N D-6 MISCELLANEOUS DETAILS & ROAD CROSS SECTIONS ^ W D-7 ROAD CROSS SECTIONS ^i D-8 WEST BABCOCK STRIPING & SIGNAL DETAIL o D-9 EROSION CONTROL PLAN0. O ror nor u D-10 MISCELLANEOUS DETAILS W W N o ^1 aT es _ un a lA y for>, fora ur 4, ur Y WO lOT w ror■■ rer M ror n ,� LJ g QO y _ VI lV 10 !) y M N Oa- 00 —: PROJECT NO. WEST BABCOCK STREET 3384004 o WEST BABCOCK STREET 0 SHEET NUMBER DRAWING NUMBER I- 1 m0❑ MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS GENERAL PIPING NOTES DOUBL —T"E LINE SINGLE LINE > — GATE z 0 EXISTING PIPE(SCREENED) - ­46— KNIFE GATE- BOUNDARY AND/OR PROPERTY LINE aow ❑ CONCRETE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION NEW PIPE ar ' `^ woo z x—x FENCE LINE POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWISE EXISTING PIPE TO BE ABANDONED � - BUTTERFLY V rc� SOWN' +c- --->F EXISTING PIPE TO BE REMOVED GLOBE ————— EASEMENT LINE 2,SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND WELDED JOINT BALL CMU PLAN TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE GROOVED END JOINT-FLEXIBLE VEE-BALL '�a SECTION LINE OR DLC LINE - - —� THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. SEAT PORT s CENTERLINE (4) 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS - - —� GROOVED END JOINT- RIGID ECCENTRIC PLUG W/REQUIRED .¢ wGn CMU SECTION SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS SEAT LOCATION 6 BT BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE —� FLANGED JOINT ­0-- PLUG OR COCK hz •'N. ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL �.> FULL PORT PLUG BE AS SPECIFIED. ---El MECHANICAL JOINT -�bH— NEEDLE ROAD(EDGE OF EXISTING PAVEMENT) METAL STUD WALL PLAN 4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED N] DIAPHRAGM WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL E- HUB h SPIGOT JOINT 3 a }--------------------{ EXISTING CULVERT (RUBBER GASKET PUSH-ON) pq PINCH x n 5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL 0 BALL JOINT N SWING CHECK c m STUD WALL PLAN 6 FOUND MONUMENT BOX BE PROVIDED WITH THRUST TIES,BLOCKS, OR ANCHORS,UNLESS IQ DOUBLE DISK CHECK +\+ OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR IN FLANGE COUPLING ADAPTER ^ \ p HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. --KF­-- BALL CHECK FLEXIBLE COUPLING —� HOSE VALVE CONTROL POINT 6.SYMBOLS.LEGENDS.AND PIPE USE IDENTIFICATIONS SHOWNWHEREVER ci SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER NON FREEZE HOSE VALVE i z MASONRY VENEER FLEXIBLE COUPLING WITH —�% X= N0.IN SPECS APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT �r THRUST TIES NON FREEZE HOSE VALVE WITH HOSE RACK a + COORDINATE POINT NECESSARILY USED IN THE PROJECT. m STEEL BELLOWS —011 ❑o X=NO.IN SPECS � �� EXPANSION JOINT � �' � � �`� � BORING LOCATION AND NUMBER. SEE T THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. So- SAMPLE o f- GYPSUM WALL BOARD �B-1 SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT ELASTOMER BELLOWS ❑ WELDED,GROOVED END OR SCREWED PIPING,SHALL BE -� - EXPANSION JOINT ® MUD 3p 2+00 SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND O�— ELBOW UP .F PRESSURE RELIEF O U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. Q AIR AND/OR VACUUM RELEASE RIGID INSULATION 0 FOUND C.O.E. BRASS CAP STAMPED W/NO. 8.WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE C- — ELBOW DOWN n �Y ECULATED SIDE T \ &BM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A �� TEE UP EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE PRESSURE CONTROL v O POINT OF INTERSECTION, SET 51,8"x 18" SHALL BE JOINED TO THE COUPLING ADAPTOR. z GATT INSULATION REBAR W/L.S. CAP STAMPED C-329" MULTI-PORT VALVE 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 54 �� TEE DOWN 77 (BALL VALVE SHOWN. FOR OTHER VALVE r, �i v�'i N a 54 p P-3 PIEZOMETER LOCATION AND NUMBER TYPES,APPROPRIATE VALVE SYMBOL SHOWN.I W 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY LATERAL UP ARROWS INDICATE FLOW PATTERN.SEAT NOR S APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE D I ARE IMPLIED BY INDICATED FLOW PATTERN. PLYWOOD X 1000 EXISTING GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. SOLENOID s �;_ LATERAL DOWN �U-.i e'$. ®1000 FINISH GRADE 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FORIL THE COORDINATING AND PERFORMING THE CONNECTION OF THE CONCENTRIC REDUCER O _ 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS MISCELLANEOUS PIPING SYMBOLS Y STEEL CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND �r ECCENTRIC REDUCER TO THE WORK OF OTHER CONTRACTORS,AS NOTED. - - STRAINER EDGE OF TREES, BRUSH .� 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE - _,I,_ UNION SIGHT GLASS ® ` 12" EXISTING TREE W/APPROX. TRUNK DIAMETER THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, FLEXIBLE(ELASTOMER)PIPE CONNECTION O & WOOD, ROUGH CONTINUOUS THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR I BUND FLANGE F GAUGE WITH COCK © STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE,MATERIALS. PLUG BUSH AND INVERT ELEVATIONS. _ —Q CAP THERMOMETER NEW TREE AS SPECIFIED WOOD, ROUGH NON-CONTINUOUS E `4" ANCHOR Z ROTAMETER PIPE AND FITTING END PATTERNS v w SIGN, ONE POST OR TWO POST � ® EXISTING MANHOLE ELBOW 90 DEGREE 1 A�J F-_ GALVANIC ANODE B BELL S SPIGOT - WOOD, FINISHED ® NEW MANHOLE PIPING DESIGNATION CROSS XX� XX=SUPPLY PRESSURE- PSIG F FLANGE EXAMPLE t PS TYPICAL INSTRUMENT SYMBOL PE PLAIN END I wS EXISTING UTILITY OR TELEPHONE POLE --+ram TEE 28_7_2 (SEE I&C LEGEND) I GROUND SURFACE 16"RW T GE GROOVED END m In O -� ._, NEW UTILITY OR TELEPHONE POLE ct RT�y ELBOW 45 DEGREE f WATER BLOW OFF VALVE MJ MECHANICAL JOINT o ct d Y"""""""""1 ACOUSTICAL TILE DITCH SHOWING DIRECTION OF FLOW T `PIPE. USE FLOW STREAM IDENTIFICATION LEGEND,ON FIRE HYDRANT PO PUSH-ON o i> o ❑ DWG.G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. NOMINAL PIPE DIAMETER CATHODIC PROTECTION TEST STATION CREEK/RIVER W/DIRECTION OF FLOW LATERAL —o CATHODIC PROTECTION ANODE ARCHITECTURAL LEGEND MJ PE Q XAMP Z ��1000�� EXISTING CONTOUR —� FILTER Q ACTNE NOTES: GATE SYMBOLS � z INACTNE �17000�� NEW CONTOUR 1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE O �I`CSC INDICATES PAIR OF DOORS VALVE DESIGNATIONS UNE FITTINGS. FITTINGS NTH OTHER END PATTERNS ARE SHOW FL. SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING EL�10E1'! PLAN VIEW EXISTING STRUCTURE TO BE REMOVED • XV SPECIFICATIONS. Q LC 3 DOOR NUMBER CONTROL VALVES: = I` DESIGNATION 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC E� SLUICE 1- E%ISTNG STRUCTURE ' ALL VALVES AS ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END C SHOWN ON PkIDa, CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. Z E WINDOW TYPE X=PROCESS VARIABLE A24 DWG. NO. WINDOW �FLOW DIRECTION O BUTTERFLY I ELEV. OCCURS ON 3.EXISTING PIPE AND EQUIPMENT I SHOWN LIGHT-LINED AND/OR C EXISTING A.C. PAVEMENT• VALVE SYMBOL SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND z EQUIPMENT IS SHOWN HEAVY LINED. Z C w 103 ROOM NUMBER _ __ � FLAP 0 C o O NEW A.C. PAVEMENT • MANUAL VALVES: 4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL Z o\ DRAWINGS. O7 NOTE INDICATOR .:..::........_.......:...................._ III ® SHEAR 4 GRAVEL SURFACE • ILyJ - .' 0 8"-V400 ACCESS HATCH SIZE OF VALVE FABRICATED SLIDE m U CONCRETE WALK • TI INDICATE HINGE SIDE: SIDE WHERE LINES VALVE DESIGNATION) L, o MEET (RIGHT SIDE ON SYMBOL) VALVE TYPE, SEE < _ LIMITS OF TOPSOIL AND SEEDING • SPECIFICATIONS 2 F-- < o GENERAL DESIGN DESIGNATIONS LLJ N WALL FIRE EXTINGUISHER 3: L X" = NUMBER IN SPECS I y y 3:1 EXISTING EMBANKMENT. + SLOPE AS NOTED ' SECTION (LETTER) OR ON DRAWING WHERE SECTION V °1 FEXT-"X" GENERAL NOTES: DETAIL(NUMERAL) OR DETAIL IS TAKEN: in EMBANKMENT OR CUT SLOPE. � :X DRAWING NUMBER i 3:1 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON WHERE SHOWN J Z NEW E DESIGNATION x Q SLOPE AS NOTED • STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS � a DISTANCE VERTICAL DISTANCE IS OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS J w X:X HORIZONTAL D MAY NOT BE SHOWN ON THE PLANS. ON DRAWING WHERE SECTION Q W OR DETAIL IS SHOWN: > N RIPRAP DRAWING NUMBER S O a DRAWING NUMBER WHERE TAKEN m (OR SAME DRAWING) NOTES: DETAIL AND SECTION DESIGNATION PROJECT NO- 1. •SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. 3384.()04 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE SHEET NUMBER o NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE STANDARD DETAIL NUMBER XXXXX --STANDARD DETAIL DESIGNATION WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- SEE DRAWING D-1 THRU D-33 DRAWING NUMB m URES ARE SHOWN IN HEAVY LINE WEIGHTS. AT END OF DRAWINGS M i STANDARD DETAIL DESIGNATION I— w3� m0 W22 ABBREVIATIONS GENERAL NOTES 11=W� N=m �JN� z0 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard ��� o. Specifications, Fourth Edition, January, 1996 MPWSS Addendum No. 1 dated June 1, 1998 and Addendum No. 2 dated woo �a AB ANCHOR BOLT FB FLAT BAR, FACE BRICK May 8, 2000 and City of Bozeman Modifications to the Montana Public Works Standard Specifications including T�� ABDN ABANDON FC FLEXIBLE COUPLING PL PLATE, PROPERTY LINE Addendums No. 1, No. 2, & No. 3(C.O.B. Modifications). PLYWD PLYWOOD ABV ABOVE FCA FLANGE COUPLING ADAPTER PMP PLANT MONITORING PANEL 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN rJ�b� PNL PANEL cover of 6.5 feet with respect to finished grade. 2 FDN FOUNDATION ADDL ADDITIONAL ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFA PRECAST 2 PREFAB PREFABRICATED 3. Maintain 18" (vert.) separation between all water main and all sewer main. Warn <5 ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, P c�No AHR ANCHOR FF FINISHED FLOOR PREP PREPARE, PREPARATION as determined by Owner and the Engineer. ' ALUM ALUMINUM FG FINISH GRADE PROP PROPERTY AL7 ALTERNATE FHYD FIRE HYDRANT PRV PRESSURE REDUCING VALVE 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PS PRESSURE SWITCH, PIPE SUPPORT verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The A ANSI APPROXIMATE FLEX FLEXIBLE PT POINT, POINT OF TANGENCY Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide a a m PVC POLYVINYL CHLORIDE proper protection when location is known. APVD APPROVED FLG FLANGE PVMT PAVEMENT `v ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE RAD RADIUS 6. A list of representatives to contact for information regarding facilities is as follows: ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE Montana One Coll S�tem Dispatcher 1-500-424-5555 AVG AVERAGE FLR FLOOR RCP REINFORCED-CONCRETE PIPE Montana Power Co. Matt Micklwri ht 582-4671 ® AT FOC FACE OF CONCRETE 9 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RD ROAD, ROOF DRAIN ATT Cable Scott Adolf 585-2355 ^ RDCR REDUCER 3 BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL a REBAR REINFORCEMENT BAR 7. The contractor shall adjust all valve bows, curb boxes, and manholes final grade upon completion of all w o 0 BETW BETWEEN FT FOOT, FEET REF REFERENCE construction. Any bones or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall u BE BOTTOM FACE FTG FOOTING, FITTING RUNE REINFORCE be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not a o BLDG BUILDING F TO F FACE TO FACE be made. RELOC RELOCATE. RELOCATION BLK BLOCK GA GAGE, GAUGE REQD REQUIRED BLW BELOW GAL GALLON 8. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. BM BEAM, BENCHMARK GALV GALVANIZED RST REINFORCING STEEL Specified bedding shall be from 4" beneath the pipe to 6 above the to of p g p'p p pipe (see MPWSS STD 02221-1). The i BOT BOTTOM GALVS GALVANIZED STEEL RT RIGHT R/W RIGHT-OF-WAY cost of this additional bedding shall be included in the unit price bid for water main. BRG BEARING GND GROUND SAN SANITARY 9. All valves shall be installed with thrust blocking, and volve boxes in accordance with MPWSS and C.O.B. BRKT BRACKET GRTG GRATING SCHED SCHEDULE modifications. Any existing or new valves which control the C.0.B.'s water supply shall be operated by C.O.B. wNow m CHAN CHANNEL GSKT GASKET wF CHK CHECK GSP GALVANIZED STEEL PIPE SDWK SIDEWALK personnel only. w g SECT SECTION w Cl CAST IRON GVL GRAVEL SHT SHEET 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. r CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SIM SIMILAR CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in 55 CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SLP SLOPE conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as indicated on the plans. �S fr CIRC CIRCULAR HD HUB DRAIN SIP SPACE, SPACED SPEC SPECIFICATION 12. The Contractor is responsible for controlling dust and erosion during construction of his expense. Streets shall CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPG SPACING CL CENTER LINE HDR HEADER be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES SPIRT SUPPORT Permit. CLDI CEMENT LINED DUCTILE IRON HK HOOK w " CLG CEILING HM HOLLOW METAL SO SQUARE CLR CLEAR, CLEARANCE HORIZ HORIZONTAL indicated SO FT SQUARE FOOT All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments o SO IN SQUARE INCH indicated on the plans. Elevations are finished asphalt elevations. N CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR g STA STATION 14. All disturbed ores shall be seeded by the contractor in accordance with MPDES Permit. CO CLEANOUT HT HEIGHT, HEAT TRACE SS SANITARY SEWER £8 COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all times in accordance with the concurrent construction Ian provided in the project manual. COL COLUMN HWY HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER p p p 1 S COMB COMBINATION HWY HIGHWAY STL STEEL 7� CONC CONCRETE OR CONCENTRIC HYD HYDRANT 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility LLnJt a CONN CONNECT, CONNECTION ID INSIDE DIAMETER STRUCT STRUCTURE companies. CONSTR CONSTRUCTION IE INVERT ELEVATION SYM SYMMETRICAL IF INSIDE FACE TB THRUST BLOCK marked before digging. T&B TOP AND BOTTOM 17. The contractor shall notify One Call ®1-800-424-5555 for onsite utility location. All existing utilities shall be CONT CONTINUE, CONTINUED, CONTINUOUS CONTR CONTRACTOR IN. INCH TBC TOP BACK OF CURB COORD COORDINATE INFL INFLUENT TF TOP FACE 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall o CORR CORRUGATED INSTL INSTALL, INSTALLATION immediately repair the damage at the contractor's expense. - � TEMP TEMPORARY, TEMPERATURE CP CONTROL PANEL INSTR INSTRUMENT THK THICK CPLG COUPLING INSUL INSULATE 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed ..� THRU THROUGH m o d C TO C CENTER TO CENTER INT INTERIOR LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See CTR CENTER JB JUNCTION BOX T.O. TOP OF measurement and payment in the specifications. a o a o CTSK COUNTERSINK JST JOIST T.P. OUTSIDE TOP OF PIPE mo u a o CU CUBIC JT JOINT TOC TOP OF CONCRETE, TOP OF CURB 20. Water and sewer service lines sholl be extended to 36 LF from the centerline of the street unless noted TST TOP OF STEEL othewise. CU FT CUBIC FEET L ANGLE CU IN CUBIC INCH LBS POUNDS TW TOP OF WALL Q TYP TYPICAL 21. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. Z CULV CULVERT LF LINEAR FEET Q UBC UNIFORM BUILDING CODE CU YD CUBIC YARD LNTL LINTEL UNDERGROUND 22. All utility conduits for irrigation, electrical, gas, phone. CATV, etc... shall be buried a minimum 24" from � Z D DRAIN LONG LONGITUDINAL U ULTIMATE UC finished grade With Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations are O d PENNY(NAIL SIZE) LP LOCAL PANEL U TIL UTILITY shown approximate and shall be field fit as directed by Engineer. :2 DBA DEFORMED BAR ANCHOR LR LONG RADIUS V VALVE, VOLT Cn DBL DOUBLE LT LEFT 23. Maximum top elevations provided for water main construction represent the minimum top elevation at the Q 0 VB VALVE BOX location identified to achieve the required 6.5' cover based on planned street elevations without allowances for = DET DETAIL LVL LEVEL VERT VERTICAL construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe W O DI DUCTILE IRON, DRAIN INLET LVR LOUVER VOL VOLUME is achieved. 2:DIA DIAMETER MATL MATERIAL DIAG DIAGONAL MAX MAXIMUM VRFY VERIFY CD VTR VENT THROUGH ROOF 24. All construction related traffic shall be routed to and from the site via Huffine Lane and Ferguson and/or Z DIM DIMENSION ME MACHINE BOLT W WIDTH Cottonwood Roods in order to minimize traffic concerns on West Babcock and Durston Roads. Z a DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER g DIR DIRECTION MCP MOTOR CONTROL PANEL WD WOOD - p ON DOWN MECH MECHANICAL W/ WITH In ZO DR DOOR MFD MANUFACTURED W/O WITHOUT _ DWG DRAWINGWL WATERLINE MFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN Q EA EACH MH MANHOLE WS WATERSTOP, WATER SURFACE 0 L..I EF EACH FACE, EXHAUST FAN MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL m EL. ELEV ELEVATION MISC MISCELLANEOUS In DO R ELB ELBOW MJ MECHANICAL JOINT AT WAITS T 03 u ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WV WATER VALVE o ENCL ENCLOSE NIC NOT IN CONTRACT O c� WWF WELDED WIRE FABRIC (/) Of ENGR ENGINEER NO NUMBER WWM WELDED WIRE QE MESH >> Q u EP EDGE OF PAVEMENT NOM NOMINAL %FMR TRANSFORMER > Z t EQL EQUAL, EQUALLY NITS NOT TO SCALE T T /�I o EQL SP EQUALLY SPACED OC ON CENTER YDO E. YARD ■ ' ■, O� DRAWING Z �, EQUIP EQUIPMENT OD OUTSIDE DIAMETER iKWh _ W � a EQUIV EQUIVALENT OF OUTSIDE FACE J Z EW EACH WAY OHP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR - J :2EXC EXCAVATE OPNG OPENING USE ON DRAWINGS AND TEXT", PUBLISHED BY THE Q Li a EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) 0 O E%P EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. m aEXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT < EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. EXT EXTENSION, EXTERIOR PEN PENETRATION 3384.004 N 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS 0 F FLANGE PERP PERPENDICULAR FAB FABRICATE PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE SHEET NUMBER ro PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. M PJF PREMOLDED JOINT FILLER 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, DRAWING NUMBER FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED = JUNE 1, 1998 AND ADDENDUM 2 DATED MAY 8, 2000. 1-3 m6O6 _. mz a Niwo�z t o } nwwl N U O ~pl w z Zd �o � m ?HYD "B" OHYD "A" i e� DURSTON ROAD P210 HYD "D" a21 0203 • I� I as s � N � n SCALE f8 HORIZ: 1" = 200' a 11 x 17: 1" = 400' o HYD "E" wN�Qw O+ CITY OF BOZEMAN DATUM ?� o 69 62 Pant Northing Easting Elevation Desc- 17 -327.6275 1695,5021 4789.27 CP17-R/R SPIKE 79 -226,9246 3014.7136 4792.94 BM 79-HYD ARROWBOLT U 80 1273.7930 2888 4269 4772 74 BM 80- REBAR NO CAP "'•' 81 2017.1832 2893.3877 4763.23 BM 81- REBAR NO CAP O d 82 1514.3848 2924.0878 4768.81 CP82- REBAR YPC M&M w 83 858.5538 2918.7215 4778,09 CP83- REBAR YPC M&M 0 TRASHED(A.B.) AW- -220-1273 2909,8703 4790,67 CP84- REBAR YPC M&M TRASHED(A.B.) -85' 323.6070 259C9572 4782.23 CP85- REBAR NO CAP 86 540.4968 2163.4591 4779,94 CP86- REBAR NO CAP 87 858.5201 1805,8030 4775.20 CP87- REBAR YPC M&M ~' 88 1503.9870 1670,0262 4769.75 CP88- REBAR YPC M&M O 89 1518.9815 2245.5461 4769.17 CP89- REBAR AC WESTERN € TRASHED(A.B.) _1W- -244.7553 1708.4914 4789,46 CP200ICP1-(BASE}CONC.NAIL TRASHED(A.B.) ,28•Y -220.1273 2909.8703 4790,67 CP2011CP84-i REBAR YPC M&M 202 916.2296 2919.1586 4777.49 CP202-i REBAR M&M 203 2351.7947 2997 7292 4761.05 CP203-PK NAIL 210 2407.7649 1676.2792 4762,33 CP210-PK NORTH RIM MHS 211 2355,8402 341.6211 4754.27 CP211-i REBAR YPC M&M _ 212 -241.7870 556,0523 4785.91 CP212-PK NAIL NORTH RIM MHS p -- HYD"A" 0 0 4761.99 BM'A• Q I O Y M HYD"B" 0 0 4762,94 BM"B" F (-9I HYD"C• 0 0 4759,51 BM'C• O O HYD"D' 0 0 4755.89 BM'D' u o HYD"E- 0 0 4760-85 BM"E" HYD'F" 0 0 4775,52 BM"F' 0 HYD'G" 0 0 4785.54 BM•G• HYD "F" uj HVD•N' 0 0 4788.74 BM•N• x < HYD•0" 0 0 A792-6S- BM•O" 4791.61 REPLACED(A.B.) M6 o HYD•P• 0 0 4793.66 BM'P" HYD'A' 0 0 4761.99 BMA' PHASE#1 a z a � z o -. w � cn Q _. > Z N C - a p .. w cn N 4 r• r• � u HYD 'N" - - HYD "O" - 01=? 0 y0 m OI H EJ 212 200 WEST HA CX STREET �' 79 � En 3 a 7 I- u (n 'o w U N L w J Z o J Q a Q w 0 O n' m p PROJECT N Q h RECORD DRAWING 3 4. o SHEET NUME e DRAWING NUN 1-4 3� 0 m�U= i �mia a _STAFFORD/W.BAB000K ^ I t k INTERSECTION SEE DETAIL - i 0 �o 1n I tl0 08 jiv15 0 ilow Lo N STAFFORD on m w i Wo Y 080jiV1S STA, 4+25.06 STAFFORD- STAFFORD a F- STA. 4+43.64 ALEXANDER 333 N STA. 6+05,06 STAFFORD= STA. 0+00.00 ALLEY 2 >t STA. 4+13.06 INSTALL DBE GUTTER STA. 6+29.06 �\ INSTALL DECORATIVE COB STD. DWG. N0. 02529-1 END ASPHALT, CURB, 6 2s CROSSWALK I GUTTER h GRAVEL SECTION STAFFORD AVE 00 STAFFORD AVENUE LL 1 ` INSTALL DEAD END BAJ2RICAdk (33' TBC - TBC) SEE COB STD. DETAIL NO. 09810-2 a a 7 30' N00'OB'02"E �' " 4° S S S 60' 16.5' i STA. 2+40.06 STAFFORD= _ CENTER ALLEY APPROACH I STA. 6+05.06 14.5' RT o 0 0 00 9 STA. O+OO.OA ALLEY 1 STA. 4+d8.56 INSTALL 12" I CENTER ALLEY 2 APPROACH SEE SHEET R-3 HDPE UTILITY CONDUIT m m SEE SHEET R-5 o N LOT 35 STA. 0+55.06 IN TALL 4" & 6" w SCH 40 PVC IRR ATION CONDUITS I ow I w STAFFORD/ALEXANDER STA. 0+48.56 IN ALL 2-12" ETAIL HDP x N I Nw f W J J om STA. 0+00.06 STAFFORD= j h 'a a - STA. 4+50.53 W. BABCOCK _ ; 3 3 w ¢m c d R a I wuNa F SCALE w �= z o 0 N I = V Z HORIZ: 1" = 50' _ 8 N 0 o c N o VERT: 1" = 5' z - 1 a I 11x17 HORIZ: 1" = 100' R _OT 38 I I - n O ` a "' 10 cn 11x17 VERT: 1" = 10' wl + ' a •� ROADWAY COORDINATE TABLE in rn I I r---4 g4+25.06 NORTHING FASTING DESCRIPTION DG -259.90 682.39 APPROX CL W.BAB000K ST. Qy W �v •�., ,'a I LOT 22 I LOT 5 I -19.90 682.95 CL ALLEY 1 Q g - 16570 683.38 CL ALEXANDER345.10 683.80 CL ALLEY 2 359.10 683.83 END ASHPALT STAFFORD AVE. A.D. = 1.17 K - 17.14 20100' VICSTAFFORD AVENUE yI 4/95 t2 W K 47951�i m o 4 o 0 m 4790 4790 m 2-12" UTILITY a o n CONDUIT HOPE II II "� I�' o� o Z ae, a Q > + {a n + I`_-? 4"h 6" IRRIGATION w e II dll e < m �n Z CONDUIT, SCH.40 PVC I> > II II a 4785 0 4785 a n a -b WJ' a > II II L.J -1.4 - EXISTING 11 6N W a J > N GROUND 5 IL w F w Q J a 5 u• "� _ a No _ a a 4780 n- 4780 NASPHALT % � F- w o W W Z jz 7 _ w W-W 1-12" UTILITY -- -- -- - 4775 > > 4775 i W > Q CONDUIT HDPE _ Ei O a ck� o w S W-�_ R - -- - (�/1 O �� 4770 p Q w a 4770 , N O V1 o SSS _� �-IN W --S � Of ILI Ss� a 0: SS��SS-__� N SSA__ 4765 >_t 4765 ri = �T m SS-ASS' f J V m W n H UU f d Z N Q d Q Q a as J W w J Z W � 4760 aJa 1 W RECORD DRAWING 476D W W O W O ya1 O W N y� W W Z O Z 0 "S'O Z O, Q Q Z J W m = F HZ Z a PROJECT NO. o a Q x V1 U N U U N U N _ 4/S5 3384.004 / 4755 �'a _ SHEET NUMBER Ohe �d�a re a e a e a �e a ne e ne<a ee 0<a Mra^M 1e7✓a1 d da ne N � p n ��O O� ^ �� r7 ��n,p Oi r00 n00 n n rnn ink �aMO �eO Ne^ c e Mnj hr byr ONyn 'NpM INnY) OINl7 ^0n N^bO rN O � h rN M L MNN NO � ^ ^m ^m Om or nN ^ Nn^(I^r.J1 O^ , pO O 00 O10 pro OVj uma � ^��ONnpp DRAWING NUMBER 0 w 0, mw mnwnw � r mM Vm ny p p r n ^ ena R-1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 T , o° 4, g ci 2 > W� g 00 =w 1 I It I I o I a $ x op Boa Il a II a I wm o � � � j g SCALE I HORIZ: 1" = 50' ootzl c,T 4F 5 it I CT x = II = Ir- I .N VERT: 1" 5' a s I N 1 1 X 17 HORIZ: 1" = 100' \ w N m F J Q 1107 VERT: 1" = 10' a + + +q) r+� 11 + a + h O N ; Q <r} LUd 3Z ? ray a 3I I o i N30j110 y Q Z - - w STA. 6+32.88 14.5'LT fl J STA. 4+25.12 12'LT CENTER ALLEY 2 APPROACH s ° CLIFDEN ow N C Er CENTER DBL GUTTER �I � SEE SHEET R-5 � ° I}I U W I SEE SHEET R-4 R _ _ STA. 6+54.38 T 50 LOT 34 LOT END ASPHALT, CURB, STA. 2+40.14214.APPLT GUTTER h GRAVEL � T1 L� r Tt D i7CENTER ALL1 ROACH y SECTION CLIFDEN FDELRIY E SEE SHEET 3 LI (33' TBC - TBC) ° m _ ROADWAY COORDINATETABLE STATION NORTHNJG FASTING DESCRIPTION g NO0'08'0�2"E 30 ��^ �� i� I�=�t 0+00.12 -262.17 1652.38 PROX CL W.BAB000K ST. - g r INSTALL DEAD END BARRICADE 2+40.12 -22.17 1652.94 CL ALLEY 1 60' 1 16.5' o SEE COB STD. DETAIL N0. 09810-2 f _ _ 4+25.12 162.83 1653.38 CL ALEXANDER _ - &A o STA. 2+40.18_INSTALL 4" & 6" _ _ _. - - STA. 6+34.94 CLIFDEN= 5+46.01 283.71 1653.66 PI CLIFDEN BEGIN HORZ. CURVE - pp SCH 40 PVC IRRIGATION CONDUITS o CLIFDEN/ALEXANDER STA. 9+65.34 ALLEY 2 6+34.94 372.20 1645.98 L ALLEY CLIFDEN/W.BABCOCK STA. 4+25.12 CLIFDEN= LENGTH=102.93' q STA. 0+48.62 INSTALL 2-12" INTERSECTION SEE DETAIL�q\ STA. 14+13.64 ALEXANDER 6+54.38 385.94 1643.34 CL END HPALT CLIFDEN AVE.-I INTERSECTION/;� HDPE UTILITY CONDUITS '-6� DELLPADI 5=Y58'l' �I 5 SEE DETAIL STA. 2+58.62 INSTALL 12'• __ _DELTA=35'58'10" 00t91 STA. 0+5062- T _ _ - -HDPE,UTILITY CONDUIT _ MAYNARD BORDER DITCH INSb t-DECORATIVE! i 1 - -- - t'ROSSWALK o-o-D777 STA. 2+40.12 CLIFDEN= STA. 0+00.12 CLIFDEN= STA. 9+70.00 ALLEY 1 W...II STA 14+2053 W BABCOCK 5 J�1 PVI STA = 0+61.86 PVI ELEV = 4787.71 N A.D. = 1.1E CLIFDEN DRIVE o � 4800 K = 50.84 m 4800 I 60.00' VC • d o ° 4795' t0 N Q 4795 } °D n Z 1%1 W + Y O m > > Gi lii o+ m Z m m n a o n 4790 O 4790 W 2-12" UTILITY II O d m - m a OmII naII CONDUIT HDPE n Q N ASPHALT w + Q EXISTING a GROUND w 4785 o > 4785 5 = N w Z N N SDI - _ a H LJ -0. y 4780 w [ 4780 p O > C aM 1-12" UTILITY m cr ,g CONDUIT HDPE _ - p a. C N 4775 0 4775 ~�M - - - _ ~ O o W w L.J 1Y a a N W 4770 LLJ t 4770 N n x r J U,U ^ O W N•Q d Q Q d u QQ Jw W w2W 7 LJ 4765 a RECORD DRAWING 4765 w N Q awa O wmw° O] w w z o Z N J M?idj z Q Z Z PROJECT NC Q x N w a W W F W yQ- 4760 3384.004 % 4760 w Q U N U m U N V N SHEET NUMBI N O N O d n r> d.,(1 -d mn �N 00 Nr O,O O,'� i0� Md OM ,ON dRi 1 m� dM On ,O,l1 �N R' do �d nN M°1 Din ,Od M� m� NO Nm Nn miD d� O� �O NO d0 NOnr O� nN dOnD �N Of 0_ ,D� d� �d �N �(1 n 0 ,O N 00 d O t0 N N N O r N O O O OI O, m m m m r ,D tp �O [° t0 v1 O o w,6 ,°� N� uj� �N Nd dd drj �n r7M ✓1� nN NN mN �� O 10 O O O O m O, nOf rn n0� Of Of m m m a0 m nm dm do do do r nn Nn �� mm mm mm �� mm �� �� �� nm ow °gym a0m �� nm mm wm nm ow �.o mw nm nm nn nn nn nn nn rn nn nn nn rn nn nn rn nn nn rn nn nn nn nr DRAWING NUMI � n r n n n n n n r n r n n n n n n n r n n n n r n n n n r n n nn n rr nn nn nr nr rO dd d d d d d d d d dd d d dd d y d d dd da dy d V d V d 4 dy d y as ae a+ as a d~ as and as a a as d< d O d< da d d� da as da dy d a <� d� dd <d da da da dd da R-2 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 1 + I-I- I Rio y,z ZJO � DU UCV OU f - ALEXANDER STREET - - - - - - mJo <, w I I � Cp TRACTOR TO INSTALL 1 5' SIDEWALK IN OPEN SPACE m ¢gym 2% UNZ P �_ Q 12 �Oi _S -L LOT 24 LOT %5 LO', 26 LOT LO. 28 LOT 29 LOT 3u LEI OI ST 3+49.00 I STALL 4" h 8 u' �I SCH0 PVC IRRI TION CONDOR O a a m STA. 5+20.00 INSTALL 12" STA. 7 40.00 INST L 12" A. 9+47.5 INSTALL 4" & 6" - TA. 0+33.50 INSTALL 12" STA. 2+90.00 IN TALL 12" HOPE UTILITY CO UR HDPE_UTILITY C NDUIT SC 40 PVC IRRIGATION CONDUITS STA. 9+70.00 ALLEY 1 a S s _107 lg HDPE UTILI CONDUIT --- I STA. 2+40.12 CLIFDEN + HOPE UTILITY CONDUIT E„I „ \ r� STA. +30.00 INS L 12" LLEY TA. 9+36.5 INSTALL 12 STA. 0+00.00 ALLEY 1= HDPE UTILITY CON UIT (1&_ 7 HDPE U ILITY CONDUI STA. 2+40.06 STAFFORD -- - \ rc S o Iry o STA. 0+14.50 C NTER O ALLEY 1 APPRO CH STA. k+ILITY IONDUL 12" I W I STA. 9+55.50 CENTER MPWSS STD. DWGG. N0. 0252 -7 0 n HDPE UTILITY CONOU�T d ALLEY 1 APPROACH STA. 1+80.00 INSTALL 12" I ST,A. 6+30.00 INSTALL 12" m O HDppE UTILITY C;NIySTALI- UIT 0T 5�! ti MPWSS STD. DWG, NO. 02529 HD E UTILITY C NDUIT p STA. 3+ 5.00 - INSTALL ECORATNE STA. 8+40.00 17'SCALEa CROSSW dHDPE UTILONDUIT o N HORIZ 1" _ JO' -3 LOT 41 LOT 42 LOT 43 U:i 44 LOT 45 W v) I mow ' 3 �W � VERT: 1" = 5' 1 -� N ' � 111 O o I �NJLI Z 1107 HORIZ: 1" = 1 OO' I CONTR CTOR TO IN TALL o po I.OT .',6 + �' 1107 VERT: 1" _ O' S� SID WALK IN OP N SPACE + �� n + + Q �i Jo£ EST fA[22ICK STREEP}_ - { I- -r- - _ �_ — +- - - - _ 8 S S g g g S o s g g o O ROADWAY COORDINAIL ABLIL ALLEY 1 III y O Z STATION NORTHING EASTING DESCRIPTION 4800 4800 �{I 0+00 -19.90 612.95 CL STAFFORD AVE. 6+49.08 -21.42 1332.03 PA 9+70 1 -22.17 1652.94 CL CLIFDEN AVE. o u $ o o ° 4795 4795 a m mr9'i n a + 0 pm II II 11 rn0 � z ci�cN Q w II II N II II 4790 O J � 4790 o'oa Q><w W II II II II x n ASPHALT a Sa 1-12" UTILITY mw o' (n CONDUIT HOPE g5 5� Q 1-12" UTILITY a a = m��� 1-12" UTILITY CONDUIT HDPE a a o Sw Nw CONDUIT HDPE - _2 7. 479' LL o 4785_aa as _ — — — — — — _ — — — — — — — 9 4 O u EXISTING / ` 4"& 6" IRRIGATION Z o GROUND J/ 11.. w I 4"& 6".IRRIGATION 1-12" UTILITY 1-12" UTILITY CONDUIT, SCH.40 PVC 4780 � w w 4780 4j CONDUIT HOPE CONDUIT HOPE — L 1�12" UTILITY CONDUIT, SCH.40 PVC 0 O r 1-12" UTILITY m J o CONDUIT HDPE O J o CONDUIT HOPE W 1-12" UTILITY Q 3 1-12" UTILITY 1-12" UTILITY � Cn o I CONDUIT HOPE CONDUIT HOPE S 4775 CONDUIT HOPE - 47 Q $$�—SS�SS�-S ~ O o �_—$$—__.ASS SSA—SS W Ce $ $ $$-�$$ _SS SS 4770 J In Om UU o_j Q Z J Q a a w « cJi W 4765 > w 4765 z a RECORD DRAWING L g W p O Z p W W o� G K z~ r m / w o z z Q PROJECT NO. S z Q In.a U 4760 3384.004 4760 aw.>(n w'a SHEET NUMBER m O O .-m n� dm yN spa hN m� hW h� m0 Ohm OiN 00 mm ��p ml� nm m0 Oil mN mn On fop �� �m n0 �� ^O mm nh atp Oil] �n ON �O am �n Oda N n n n N n n n n n n n n n n n n n n n d n a n 4 Y� n 4 n n �)y �� �� �� �� O� �� O� <� C� �� O� <� O N C� y N Nj N <N O w O N a s a s a s w m m m m mm mm mm mm mm mm map mm mm mm mm mm mm mm map o0ap mm map m mm mm mm map map mm mm mm mm mm map mm mm m'Im mm mm m DRAWING NUMBER n r`m nm nm nm nn ^n ^n ^n w ^n ww n^ n^ ^n ^^ ^n ^r ^r n ^n nn n^ an ^n �r nn �n �^ �n �n n �^ �^ �� n� nr r� non R-3 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 m �o z; I i aq i� CONTRACTOR TO INSTALL iJo� o ROADWAY COORDINATE TABLE 5' SIDEWALK IN OPEN SPACE STATION NORTHING EASTING DESCRIPTION .- TH iw� 0+00 166.13 239.74 ALEXANDER ALIGN. START - 4+13.64 165.12 673.38 BEGIN ASPHALT ALEXANDER +43.6 4 4 165.10 683.38 CL STAFFORD 8+00 164.26 1039.74 PARKWAY o ^_, a33iy f�y 9+76.73 163.85 1216.47 PVI s2 =a 14+13.64 162.83 1653.38 CL CLIFDEN J- ALE))(({{44NDER PARK1���l1'AY I J� y INTEF�SECTION STA. 14+01.64 onm Z STAFFORD/ALEXANDER SEE pETAIL CENTER DBL GUTTER m N c�N zo INTERSECTION COB S D. DWG. N0. 02529-1 - +N I<< R e r STA. 4+43.64 12'LT,RT SEE DETAIL OUFDEN/ALEXANDER- a+ECTION u INSTALLSEEDBL GUT-TER SHEET R-11 - TA. 7+92.64 I STALL 4" 6" INTERS DETAIL dd S I Y STA. 4+13.64 BEGIN - 40 PVC IRRI ATION CON D ITS m m x � STA. 13+91.14 NSTALL 4" At 6" ASPHALT, CURB, GUTTER STA. 4+ 7.14 INSTALL 12" ���yyy r�D �7'+ SCH 40 PVC 'RR' ATION COND�IITS P, 4 h GRAVEL SECTION HDPE UT LITY CONDUIT ALE ANDE9 S I R.�E1 I STA. 13+8 .14 INSTALL ILVI2S r ALEXANDER ST. ! (33' TBC TBC) HDPE UTILITY CON UIT i _ o_ N Q u �30' a^ � 9' 1'S8"E o L-1413.64 0 8 o i O O U Z o STA. 4+43.64 ALEXANDER= I N w STA. 4+25.06 STAFFORD I STA. 7+98.64 CONTRACTOR TO INSTALL O z 6 NSTALL DECORATIVE m N T z " HAONVX31V U f ti INSTALL DEAD END BARRICADE v�i = CROS ALK o 5' SIDEWALK IN OPEN SPACE w D�D J m r Om p SEE COB STD. DETAIL N0. 09810-2 ] 3 J a �--m Z - ALEXANDER r o > Wow m eo 2 o CL �i o 3a i� ¢ q iW�+z - W � wi __ C L'-&� w a � LOT 3. Lul 32 w �I wNNn K of 57 + LOT 3 _ �I SCALE FI I U t VERT: 1" = 5' 1107 HORIZ: 1" = 100' o 1107 VERT: 1" = 10' ` CONTRACTOR TO INSTALL :2"g 5' SIDEWALK IN OPEN SPACE LOT 50 I £ I I ❑ g ALEXANDER STREET 0 4795 w 7 4795 rn N M N < + O m m p Q O d rn r N1 + r f d N o o U n a + m + O1 d II II + m o N 4790 a o d ,O r r m d II II M d + 4790 m io It > a w II e d wo O ap II w N J II. Q m m + r II > w W > II II Z + a n d < > a J m 5 5 < J > Q d II II VI J N w 5 d a d N w F J F- II II > 5 w 5 a 5 0_ 5 m w 4785 Z > F > 5; a o 4 a s 5 5 O 785 w N w "' ASPHALT 0. >. a W m 5 5 5 �'', 160% 0 0% .529 JA�TONJ f)60% - - - - - - - - - -1-12" UTILITY4780 CONDUIT HDPE4780 - - - 1-12" UTILIT -' - EXISTING F - - - . lu CONDUIT HDE ZNGROUND 4"& 6" IRR H- w4"h 6" IRRIQATION w CONDUIT, SCH. Z La �CONDUIT, SCH.40 PVC W W 4775WW _ .-W_ `N w w �W� > 41 `477sw __ w-- om aW [ --- _ _ _SSSs- 4770 N Q Q< m 4770 O W o SS --SS SS-�� SS W � a S SS -ASS a a S N 4765 4765 L'I o J za Q Z C UU w d O d O W Q wx swm a_Zw wd wd W Q 4760a = 4760 o N0RECOD DRAWING mai zj _ Z a iZti 4755 PROJE CT N 0 a U rn 3384.004 4755 m Un . N SHEET O /Mrn 0 i ddd ,� d ddON d � 6 Mj mNm m mOdr ON 'i m O O Omp0rn �mmN rn m O m m mo m rn rn O Ofm rnrn m aj N NM NN m, mmm Np m m p N DRAWING NUMBERO O rnp rnm rnm rrno Orn Orn Orn O0 O0 O0 O0 O0 O rmrm rp r r0 rm `�ODap NNVmN O m m M m m y ma m< ma md < m m m m r rmrm mr m mmmmpmp mm mm mmrmrm rm rm rm rm rm rm r 1 rm rrrr rr rr r r rr r r r r rr r d M R-4 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 2 m0I W Joz J Zp� �AT p dWW .0 \ N�fJf��0 ZQ IWy' STA. 8+39.10 INSTALL CONDUIT \ _ 100 ~ STA. 4+20.00 INSTALL 12' HDPE UTILITY CONDUIT STA. 9+31.47 INSTALL 12" HOPE UTILITY CONDUIT HDPE UTILITY CONDUIT _. �a331g,",, STA. 0+33.50 INSTALL 12' STA. 3+49.00 INSTALL 12" STA. 7+40.00 INSTALL 12" ?'lr I HDPE UTILITY CONDUIT \ � STA. 9+42.53 INSTALL 4" Ac 6" HDPE UTILITY CONDUIT HOPE UTILITY CONDUIT RADIUS=5 50' SCH 40 PVC IRRIGATION CONDUITS 'Q n STA. 2+90.00 INSTALL 12" STA. 6+30.00 INSTALL 12" 1 HDPE UTILITY CONDUIT LENGTH 8'16'19" z�c, Zs STA. 0+14.50 INSTALL HDPE UTILITY CONDUIT DELTA=18'16'14" 0 �• z e �_ ALLEY 2 APPROACH STA. 1+80.00 INSTALL 12" STA. 2 AP INSTALL HDPE UTILITY CONDUIT STA HDPE UTILITY CONDUIT C8=N78'45'S9"E ALLEY 2 D.APPROACH yrrr `1"`1" MPWSS STD. DWG. N0. 02529-7 MPWSS STD. DWG. N0. 02529-7 STA. 1+30.00 INSTALL 12" 1 PE UTILITY CONDUIT STA. 0+00.00 ALLEY 2= a 2 STA. 6+05.06 STAFFORD ALLEY STA. 9+65.34 ALLEY 2= 0 0 {T4'-PAVED) STA. 6+34.94 CLIFDEN W 0 SCALE HORIZ: 1" = 50' w o VERT' 1" = 5' I o IN ALL DE CO 0 0 o a � � IN ALL DECORATIVE U 11x17 HORIZ: 1" = 100' G I a 'I 11x17 VERT: 1" = 10' a ` w LOT ? Ol 8 LOT 9 LOi 10 LUI 11 lOi 12 LOT 1� v 0 0 2 p i i O o + y O ^ Q V I wNOw 0~i + H Q N O U S ALEXAh'DER S7RF,RT- - - - - - - - - - - - - - c �� OT 18 r 1 T 7 IlT �r LOT 21 LOT 22 ? a nT ?, _O ,F IOT .7 28 I_�, r1 C" LOT 31 LOT 32 � 8 1 ROADWAY COORDINATE TABLE STATION NORTHING FASTING DESCRIPTION ALLEY 0+00 345.10 683.80 CL STAFFORD 4+00 344.16 1083.80 4800 4800 1;�7+89.95 343.25 1473.75 PI ALLEY 2 BEGIN HORZ CURVE 9+65.34 372.20 1645.98 PI ALLEY 2 END HORZ. CURVE d CL CLIFDEN Y a o 4795 4795 i Q Z Q Z 4790 O 4790 + W ro^ na ^ + N �< Q +m m m od 4 J II II II II II fl = ^ oa a N C) 4785 oa +^ o^ ~ r J Q> cw 4785 n- c' II n n n ASPHALT a a rnw�w Nw Z N cu �> v�aiw o li a5 SS Sa a " UTILITY aaw 1-12 UTILITY O(/) w CONDUIT HDPE CONDUTHOPE 1-12" UTILITY s - 0% 4780 o 4780 a as CONDUIT HDPE 0. 0% � j N W `3.00 3R - - - - - - - - - - - - - - - - - - - m � w 4 - 4 ° � M EXISTING 1 1 V) a o GROUND L 1-12" UTILITY L 1-12' UTILITY 4775 m 4775 1-12" UTILITY CONDUIT HDPE 1-12" UTILITY 4 4"h IRRIGATION CONDUIT HDPE CONDUIT HDPE CONDUIT HDPE So 1 1-12" UTILITY CONDUIT, SCH.40 PVC 4"k 6" IRRIGATION N L 1-12" UTILITY CONDUIT HDPE W a CONDUIT, SCH.40 PVC 1-12" UTILITY CONDUIT HDPE a CONDUIT HDPE N d 4770 - _ 4770 r m n m W N UU w a J Z a > � 4765 a g U e 4765 w + z� RECORD DRAWING a' z pi fr J O Or 1-O -a w r PROJECT NO. U w< x vd U w 4760 3304.004 4760 Urn w N o N a n rD m n t0 m n t0 m n rD m n r0 m n ttpp m O ^ i0 O ^ N N O �O N n Cn SHEET NUMBER Om pNm am �0 In0 rpN ^n Ola Olm OI I: mm h� 'c! tDN rp 1.1 ula a,� nn '(1n Ip Of m0 �N �M na Hill N^ O^ mm °ia n NN a0 ^Om Om [V^ fN Oa 'Rn 'p m' oDm �Om w6 06 w6 w6 w6 mQj mli mpj pp Qj mli mp m6 -6 pop '6 ppo m6 -6 m� m� ^� Old rn� Olm Cn� m� m� O:� r Cn� Oro mo 00 wo 0O �O �O1�0 n Imo^ I, I, II, ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^m ^m Ism Ism ^m ^m Ism ^m ^m h^ ^m Ism ^m ^^ ^m I'm ^m ^m hm ^m ^m ^m ^m ^m ^m Ism ^I�^m DRAWING NUMBER n li a a a+ as a y as as ay as as a< a Q a a as a^a as a< a< as a a as as as as ay as as as as as aya^a a^a ap as as aaaO R-5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 Z m;0 ZWK <Z U z3Z� 4_ .eH S UKU y]�J�JJ� Za .+1ANLEY/MONROE 35' STREAM INTERSECTION SETBACK A MAYNARD BORDER D77CH SEE DETAIL O STA. 6.05.14 HANLEY= z(n STA. 0+00.00 ALLEY 4 35 STREAM SETBACK STA. 2+58.64 INSTALL 12" _ - --- - -- STA. 6+24.14 O1 N Z 1 - HDPE l7TTLl1B CONDUIT __, END ASPHALT, CURB, J HANLEY AVENUE LEYGRAVEL SECTION STA. 2+40.14 HANLEY- STA_'r STA. 4+25.14 HANLEY _ hh 00 9l ST 0+00.00 ALLEY 3 (33' TBC - TBC) STA. 0+00.00 MONROE - _ - - - r r�11•��""" STA. 0+00.14 HANLEY= / 16+42,78 W. BABCOCK V a a 8 T 16.5 ' ti - _ -- - - INSTALL DEAD END BARRICADE SEE COB STD. DETAIL NO. 09810-2 STA. 2+4 .14 14.5'RT STA. 4+$5.14 12'RT - JI CENTER ALLE APPROACH III CENTER pBL GUTTER HANLEY/BABCOCK 00 I Ll SEE�SHEET R-7 I I SEE SHEET R-8 STA. 6+05.14 14.5'RT INTERSECTION I CENTER ALLEY APPROACH SEE DETAIL ' 1�1T 53 'H� l01 r4 IOT 65 SEE SHEET R-9 u-� STA. 0+60.14 INSTAALLL 4" k 6" w I d f o SCH 40 PVC IRRIG!{TION CONDUITS n I n' 0 I i } U Z m STA. Q+50.64It I z I_ ¢ Ja N W .INSTALL DECORATIVE ¢ s --- it F K'K' y 3 CROSSWALK � ; 3 3 _ o o z - �r 3 3 W� �I 4 a w al 9I STA. 0+48.64 INSTALL 2-12" mw = HOPE UTILITY CONDUITS o SS o z V o z rf. (A z 3i R Eti < d f O ' SCALE ^ �I I HORIZ: 1" = 50' _ ss n+ ', I In T N n f n VERT: 1" = 5' ROADWAY COORDINATE TABLE + F a a STATION NORTHING FASTING DESCRIPTION 0 o LOT �a v ^ N 11x17 HORIZ: 1" = 100' 0+00.14 -262.69 1674.63 APPROX CL BABCOCK 1107 VERT: 1" = 1 0' 2+40.14 -22.69 1875.19 CL ALLEY 3 w ;, 14+25.14 162.31 1875.63 CL MONROE 6+05.14 342.31 1876.05 CIE ALLEY 4 6+24.14 361.31 1876.09 END ASPHALT HANLEY AVF. Sn - � - HANLEY AVENUE 4800 II ;K I 4800 2-12" UTILITY �ONDUtT HOPE m aw 4"& IRRIGATION o + CONDI�I T. SCH.40JVC o 4795 m �4795 II - - - 1-1 UTILITY -- - - - - Z F UIT HDPE o ^ � Q m w II '+'*D + m 0 an Oaa s > ne o+ Go TINomO 4790� u. - - uw a >In a >44 ASPHALT S N wNW a s 5 nw k_ ^ I N a s as - �5 Z N 00 -1.45 _- N 4785 - Fa o S - .607. -1. 0 •, - Z w N -1. 1 [n W � " INSUL - _- 12 Z o° EXISTING O I _ - 4780 �j j w W 4780 S ---GROUND I -- - _ � O Q m } o � W _ (n 0 QIN o -. - - W O_ _ N 4775 -t (n O W W a 4770 Eli u 4770 N Y m JJ M W d l J I I 1 9 cr m UU OO W =w 4765 O W 4765 d W J Q m+V + + z N i O m PRWECT NO. HS Z Z a a 1¢- a W xvai U U�n 1nW v� _ -- - __ - ,4760 3384.00a.0a2.0310 4760 U En ¢ - _ -• - SHEET NUMBER Oo m m n f n N rn n o_ f n m nm 0m ^I0 fN 0 mm m0 no 00 min no Nv mo f m d n d d m o n N N o rn m Qom f- f,D mm nn ^.n "' ^m f "� rnn d„1 00 'Rm Nan o?n ^rn m `"a N .rn m �n n o m o n o m m I n I` aC ao �o 0 (o 0 w m �o vi vi d O� Ca m n n m m ip N vj �n uj VI uj fa e a da M N) M rj N,.j N nj N N NN N N m N m m aOp•- m� m m U n 0 m 0 00 mO� m ^ n n n n n n n n n n n f� n DRAWING NUMBER m m� m 6 m� m m m^m m m map m m m m m m m m m m m m mn m m m m m m m m m m m m m m m f m IN IN n m n m nano n m n m ^ n < O < < < 4 f f d f < a f d M da fa fe Oa fd f� fy fa da da fa dy df fa dy fy df df ff ff d� fd V fd dd fd fd dd d,d dd dd f - _- _ _ R-6 0+-00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 wig -• )yOJjU2 m?f K�i4$ ,z KU MONROE S7'HEE7' _ I I I > N��� OY - - - - - - --- - - - - - - �rc I � w I I �, 2f33yjo�� I W LOT 59 W STA 0+00.00 ALLEY 3= I o 4 4yirrr STA 2+40.14 HANLEY LOT 60 ml I _=' STA 0+22.50 IfIISTALL 4" k 6" -- '� I SCH 40 PVC IR IGATION CONDUITS STA, 3+55.00 INSTALL 12" STA. 5+80.00 INSTALL 12" a STA. 7+10.00 ALLEY 3= STA. 9+40.00 N w LOT 58 HOPE UTILITY CONDUIT HOPE UTILITY CONDUIT OG STA. 2+40.18 KIMBALL END ALLEY=3 �ifi E3 � STA. 0+33.50 1 STAALL4 12" STA. 1+30.00 INSTALL 12" HOPE UTILITY Cf�NOUfT HOPE UTILITY CONDUIT ALLEY 3 STA. 6+7450 INSTALL 12" I STA. 7+43.50 INSTALL 12" I (16' PAVED) HDPE:UTILITY CONDUIT HOPE UTILITY CONDUIT w -- - �I o x rc S STA 0+14.So - I INSTALL ALLEY 3 APPROACH STA. 6+95.50 STA, 7+24.50 o MPWSS STD. DWG. N0. 02529-7 v�i INSTALL ALLEY 3 APPROACH INSTALL ALLEY 3 APPROACH a o MPWSS STD. DWG. NO. 02529-7 2 00 MPWSS STD. DWG. NO. 02529-7 Y 4 a SCALE 5 In I-^�� $ 3 1 HORIZ: 1" = 50' Gw U g g I VERT: 1" = 5' w N 11x17 HORIZ: 1" = 100' GG 11x17 VERT: 1" = 10' 3 - w WEST BABCOCK STREET - ROADWAY COORDINATE TABLE ALLEY3 STATION NORTHING FASTING DESCRIPTION -I 0+00 -22.69 1875.19 1 CL HANLEY o 48004800- 4+41 -23.72 2316.19 1 PVI � 7+10 -24.35 2585.19 1 CL KIMBALL m I 9+40 -24.89 2815.19 1 END ALLEY 3 o <. c o NoN 4 -SaadwSa .adwSa 10 dtNa+ 4795 795 06 No u ZQ Om+m e Z >it II w 4790 790 ASPH T CL g a O N4 > w w a-w> a3.5 1- 2" UTILITY al Qa 1 0X = CONDUIT HOPE 0.50% 0 X °a 4785 N 9 EXISTING J 0 J GROUND Z o 1-12� UTILITY J/ N w 1-12" UTILITY I 4780 1-12" UTILITY CONDUIT HOPE CONDUIT HDPE 1-12" UTIL UTILITY 1-12" UTILITY 14780 w M i 4'& 6" IRRIGATION CONDUIT CONDUIT, SCH.40 PVC CONDUIT HOPE DUIT'HDPE Q O r I o m tr w W � J ij I4775 - 4775 a Q o (n O � w � I a a w m 4770 w N 4770_ �- r` � m t d U U J d J Z N Q W 4765 Q g N �4165 Wg in� - Y No -_ - zo ww .z o xo� O O Z J ^ Q m O FF< ItJ a z Q N IL W F Z a PROJECT NO. 4760 w W _ N -- `^4760 - RECORD DRAWING 3161.001.042D3,D p SHEET NUMBER d ro rn d 0 m d rn d n Ml N o r vl N o ^ vl 'd 0 o 0 0 o 0 �o m rn O� Oil ^� N� ^� ON Nn dd fD rp tOn ^� m� Ole �N �,,.� Od Oip Ol^ r^ t0� i(1� �d mN Ol �p N� h^ M� My dN M^ d� d- N� ^.N ^ Nap r7 poly Llld da da dO dN 06 u 6 06 ON �N mill N'i 06 0lG mb .rO 0'6 N� Yi VIA N� N� illy Nt0 �r0 `ON �N �N �uj �N �uj �if1 �t0 Ito �tp ^t0 ^t0 w wo ¢l m� m� m� apm pp p0 mm a0� mm mm m� m� mm co ^m map mm E^0 �m ^pp mm map ow �pp �pp mpp m� map map m� m� m� mm mm W� �OD �OO�m Nl d^ d^ d^ d O d o d^d DRAWING NUMBER d d d d d d d d d d d d d d d d d O f d d d d d d d d d d d d d d d d d d - R-7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 3 mOU$ ai R a �Wz 4 U -Q n 170� V C M1pW2 C I ZOO C > J�K 4 - _ - - 6 00 STA. O+OO.00I MONROE= STA. 4+25.141 HANLEY a33%yj�y, I 2 .zld' ov STA. 0+12.00 STA. 10+66.4n I CENTER DBL GUTTER INSTALL DBL GUTTER- wan MPWSS STD. DWG. N0. 02529-1 MPWSS STD. DWG. NO. 02529- STA. 10+87.42 MONROE= H eN STA. 6+98.00 STA. 4+25.21 FERGUSON _ _ v = Y CENTER DBL GUTTER STA. 7+10.00 MONROE= " 30NNOW z MPWSS STD. DWG. NO. 02529-1 5 STA. 4+25.18 KIMBALL r w Y I M0 IROE : Z a o T �ONROE STREET STA, 6+76.50 INSTALL 12" STA. 10+13.78 INSTALL 12 (33' TBC - TBC) HDPE UTILITY CONDUIT HOPE UTILITY CONDUIT 56 n i 1'58"1 4 00 rc _ U I � Z W STA. 0+33.50 INSTALL 12" In m INSTALL DECORATIVE I ,I zd HDPE UTILITY CONDUIT x MONROE/FERGUSON �p Ir J INSTERSECTION CROSSWALK _ w a = OT 59 o m ' 301NOY1 STA. 7+22.00 4 C n < ; 3 CENTER DBL GUTTER SEE DETAIL/ >• o STA. 0+22.50 INSTALL 4" 6" a MONROE o o •ra�NSS STD. DWG. NO. 02529-1 3 SCALE o: SCH 40 PVC IRRIGATION CONDUITS �' Y 21 - Nrcrc v w KIMBALL/MONR N v HORIZ: 1" — 50' zz°= xi HANLEY MONROE 3 INTERSECTION ; s NI = N / SEE DETAIL T Az " 30aNOW 3 VERT: 1 5' z- = INTERSECTIONooSEE DETAIL� � o � 0U o aaD � 11X17 HORIZ: 1" = 1 00'o 333 + m m gZ W MONROE „ ofi 1 1 x 17 VERT: 1" = 10' spp + +o y U a f O�E Q ROADWAY COORDINATE TABLE STATION NORTHING EASTING DESCRIPTION I 2}00 0+00 162.31 1875.63 CL HANLEY 5 4+98 161.14 2373.63 PVI 7+10 160.65 2585.63 CL KIMBALL O d 10+87.42 159.77 2963.05 APPROX CL FERGUSON MONROE STREET " 0 4800 4800 ,� - _- 1 ( � - I - ! era� m o o n N J e I a5 5 m 4795 r -- _ - �d ..-. > d l - a a (n rn Q � f � n -t,':+_ W- �- I .I n m o < amp °' a m f Q a 5 IO < O+ Ion ado 1 to a0 + n II II t II ID f t+0 < n f f Q > O ' ap B A R a n n r w 4790 0 I a 1 > u u w v 479c. o _+ f _ _ l _ - r _ Q w - > — __ J 4•k s' I RIGATION 5 s LJ > - a 5 '^ d vl w N w 5 5 (CONDUIT, SC .40 PVC o. a < 1�J Q w > ASPHALT a a s a s a s a s 61 14785 N ¢ .5 Z N c+ — — — — — CONDUIT HD E EXISTING �ELEE�HONE O w i 4& 6" IRRIG/�TION VC GROUND - 1-12" UTILIT _ _ �INS<�L 4780 Q O I 4780 r CONDUIT, SCH. 0 -CONDUIT HDP —"— m I -- 1-12" UTILIII'�Y I I (n t aCONDUIT HOPE --{I}-- w 1N W W W W W W 4775 < I 4775 III -- -- I In 0 W a SS SS 1 SS SS SS SS z n a SSI4770 L.J 4770 zN J n Y d UU W WO. O > ::F a 6 W a 4765 N 9 4765 = g i 13 z ao T \ m zo ww + Wo V w o i� ~n Z a Z Q W r PROJECT NI UVI 176� 33SHILT.NUMI Q 4760 w G _ -_ --- - - + SHEET NUMB dn"O f naaf TdapM� a�f01nn tYD�n mt0n0 f0�tdO0aD�nG �" OM M �on �"O -f:'O DRAWING 0 �+ �n 0 0 f_ n a� N cli a0 pp � D � D ppm OD M co m o- dyy f d flc� 0 NUTA — 7+50 B+00 8+50 9+00 9+50 10+00 10+50 114 04DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4400 4+50 5+00 5+50 6+00 6+50 7+00 m0 ==0 awW� DU W�a c > �W o �� STA. 0+00.00 ALLEY 4= STA. 6+05.14 HANLEY STA. 0+22.50 INSTALL 4" & 6" SCH 40 PVC IRRIGATION CONDUITS I STA. 6+95.50 CENTER STA. 0+33.50 INSTALL 12" STA. 2+42.50 INSTALL 12" __ - I ALLEY 4 APPROACH /`` rni e MPWSS STD. DWG. NO. 02529-7 , HOPE UTILITY CONDUIT HOPE UTILITY CONDUIT STA. 3+55.00 INSTALL 12" STA. 1+30.00 INSTALL 12" f HDPE UTILITY CONDUIT STA. 4+67.50 INSTALL 12" HDPE UTILITY CONDUIT HDPE UTILITY CONDUIT STA. 5+80.00 INSTALL 1 STA. 7+10.00 ALLEY 4= 3 a ALLEY 4 HDPE UTILITY CONDUIT (14' PAVED) STA. 6+05.18 KIMBALL a � _ � o SCALE yI STA. 0+14.50 CEN ER I o o J g I STA. 6+76.50 INSTAL ALLEY 4 APPROACHL 12" HORIZ: 1 50' - N z HDPE UTILITY CONDUIT " z = MPWSS STD. DWG. NO. 02529-7 o Y VERT: 1" 5' o LOT 70 w o 11x17 HORIZ: 1" = 100' w o Q 1 1 x17 VERT: 1" = 10' gEs L )T 61 r it N 8 3 Q Q o SI i wI M C O Q I K,vj N�QKj ZqK i MONROE STREET _ ROADWAY COORDINATE TABLET Q Li. - T STATION NORTHING I EASTING DESCRIPTION 0+00 342.31 1876..05 CL HANLEY 3+50 341.49 2226.05 34 .1065LOT 59 5+04 0.05 PIA 7+10 605 ��w v `iso^ CL KIMBALL 0 & g ALLEY4 pI I JJ • _. - __ - — p �1 N 4800 4800 aryl (y o d d F� o ,4795 - 4795 I O a Q 0 z Q a 4790 2:2 c _-_ - a0 rn 4790 70 + oan0 M a+ bn 2 ow y a > II a W a II w II II II C/') II II II II II W F>II a> Q N a7 HW 5 N f-W g 4785 N 1^w - - - - 0_ Nw- ---4785- EL 5 55 EXISTING ASPHALT a 0.> I as o.a GROUND _ a Z Ln oU° 3 X 0. x _ — — — — — — — — — — — — —2. Oy — Z — — — — C/-) w 4750 — — — -- — 4780 :E _ -- - I ------ LJ d i 1-12" UTILITY 1-12" UTILITY m e w l 1-12" UTILITY CONDUIT HDPE a -� o 1-12" U UTY COND IT HDPE CONDUIT HDPE J o I 1-12" UTILITY 1-12" UTILITY CONDUIT HDPE - a o S 4775 CONDUIT HDPE CONDUIT HOPE -12" UTILITY 4775 0 4" 6" IRRIGA ON 10NDUIT HDPE N O wI C DUIT, SCH. PVC o W Of 0_ c 4770 h I W 4770 ci V) 000 w W a W a< m-i Q Z n 4765 •• Y•• 4765 --- -- - - _._ w w ww w N a a w+ _� �+ m za a za j 4760 U c) W - _ -_ U v1 4761) fPROJECT NO. N � 3384.D04.042,03111 O N'n b� bM1 01 O� �M Nb MO M^ Q� d�.rj "J� V1 r'a bM n'� blb nn n< nN �rn �r ra WN rnIm pn �Y ON rof SHEET NUMBER 'b •n W 0] N n rn cl b N � O .N) N O Ol b n .'�� RECORD DRAWING y O,0 O O O� IV N N N b mb 00� a0 ap 41� m� m� m� aD� bN bN bN zn bN �N bN a0N NN mN bN aDN OON bN bN bF a0� b UO.F� M) rn nn nn nn nn nn nm nano nano nano nw na0 na0 nb na0 n40 nm rm rm O ra0 nb nb nb gm nm n0] na0 n Qb M y a O r y Y y r a s Y a Y <y O d d Y r Y Y Y Y a d O a s a s 4 a d f di* O a a s O y a y J a O+F y DRAWING NUMBER 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 mWn "I 3" m w STA 4+25.18 1T llVBYN N m C0 CENTER DBL CUTTER O I I ii�wo4n� V�zo aWw� oc°.o c� SE SHEET R-6 I KIMBALL mQ w �� m I >>z �d e STA. 6+05.18 14.5'LT ° STA 2+57.g8 INSTALL 12" I CENTER ALLEY 4 APPROACH SEWER ACCESS ROAD zz KIMBALL "'AVEIVU I HDPE UTILITI CONDUIT I SEE SHEET R-9 SEE SHEETS S-8, S-9, 5-10 I (33' TBC -� TBC) ALL DEAD END BARRICADE DETAIL b33i1J��y SEE COB STD. DETAIL NO. 09810-2 30, I j_ "'N00'08'02" rn - r F g 60' 16.5' L= _ g _� - g-_ -- 8---- --- g fy STA. 0+50.68 - - INSTALL DECORATIVE STA.2+40.18'14.50'LT,RT o STA. , CUTT 6 END ASPHALT, CROSSWALK CENTER ALLEY 3 APPROACH CURB, GUTTER & GRAVEL 3 I SEE SHEET R-7 KIMBALLL/MONROE SECTION-KIMBALL AVE. ar. INTERSECTION I STA. 0+55.18 INSTALL 4" h 6" SEE DETAIL STA. 4+25.18 KIMBALL= KIMBALL/BABCOCK S6FI 40 PVC IRRIGATION CONDUITS I STA. 7+10.00 MONROE STA. 6+05.18 KIMBALL= \ H INTERSECTION STA. 7+10.00 ALLEY 4 SEE DETAIL Y STA. 0+48.68 INSTALL 2-12" 1O STA. 2+40.18 KIMBALL= Wo p cN STA. 7+10.00 ALLEY 3. 0 ROADWAY COORDINATE TABLE HDPE UTILITY CONDUITS Z w z $ J J 0 C 0 STATION NORTHING EASTING DESCRIPTION o F aw Er I 0+00.18 -264.35 2584.63 APPROX CL BABCOCK E 3 G STA. 0+00.18 KIMBALL= � o ° �I STA. 2J+52.78 WEST BABCOCK 3 31�ci 0 3 r,1 30 2+40.18 -24.35 2585.19 CL ALLEY 3 & z ho � C I ¢ -4+25.18 160.65 2585.63 CL MONROE $ 6+05.18 340.65 2586.05 CL ALLEY 4 i ° I z 6+23.66 359.13 2506.09 END ASPHALT KIMBALL AVE. i Q m m I m m m Ell, I zzpp z m I Q Q Q � F- ^Z<Z<^ to I VI - SCALE �e HORIZ: 1" = 50, s= VERT: 1" = 5' , e Sg i 1 1 x 17 HORIZ: 1" = 100' � a 1 1 x 17 VERT: 1" = 10' O 49 9J 3}$1 uP/1t. wm W1s i11/R1 - _ _ FERGUSON AVENUE _ - FIR PN STA = 0+19.51 P" EKE=13.85 KIMBALL AVENUE N Z A.D. = 1.44 20.00' VC 4800 0 ; 4800 + N� 00 �^ 2-12" �TILITY 4795 bi Ui od CONDUIT HDPE U c� Gi w ,� o n PVI STA ? 8+50.32 m m >> 4"h 6" IRRIGATION + °^° m a o m n o PVT ELEV 4777.75 Z ww CONDUIT, SCH.40 PVC d '° 00 o n `� Q n II n a a m m K0= 50'22 4790 O 4790 i > II II II u a a _ 7 -€-XISTMIG > II II '+ a0 VC L LJ D J > �Oa <0. n a 5 w > tlr�- GROU N ^ rn = a a w o a^o o n n o 4785 n- N 4785 _ .ASPHALT - ~ m+ + r.. 0.8 ° -1.15 > > 1ii 1:i n n Z Ld o o > > > (/i L..I m m O a o 4780 _ _ W _ 1-12" UTILITY -1.17 W w�_- - y 4780 j ' W W K, CONDUIT HDPE Sa a Cn K J I v y CL W_- o _ _0.5 % - - � _ ag IJ S W_. ao N m o 4775 p g 4775 Q g (n O Y a SS a � m � I S a SS J4770 n d -_ a0 a W 0 4770 _ ^' - - r-i SS-___ _SS - - - _ J N �Y UU oQ ASS roc�a J Z (� >> � Q a a W !R J W O W J wm W > 4765 0 m do m m -. _ 4765 O N WLJ 7W WW ++ �+ t+to ss m O F° Z Q F N d wwr �o a t0 ��-_� 1 U W ti N.a yZj w 4+ Z S PR0.IECT NO. N 476D c3 v' "'a N c�N Iw v�W 4780 3384.004.042.0310 o SHEET NUMBER /jmed7 ^d0d m0a1 m^d mQ m^d Omaf add a md d md la� md ma ^d m^d m^l.m md m mdm mm mNm anm m^♦ an d mmM hd Mi r7 Mm11e7 mN �YN mf mmd� idp�a md�y ^d ^d ^O a ^d y 0� mNON � n r�ns n♦n nn+na 1^dri^ 1^u mm v^m1 1ro Ovvii vni O O m O m m m m m m ,odm 2 O O Mom . N M (o ad 00mmmm mm m mh DRAWING NUMBER0m Ip em m ^m ^m 'm ^m m ^m nO aOm00mmoOo - m m I ^m ^ da a, Y a dY d da R-10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10.00 10+50 11+00 11+50 mn� Em?j LOT 18 - LOT 20 LOT 21 L07 22 LOT 23 2� LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 { LOT 32 I I > 's%- $� �o'�o CONTRACTOR TO INSTALL I r rcz , 5' SI EWALK IN OPEN SPACE - - LOT 34 LOT 19 p — _6LLf — — — — — — - oN 6 e ?• SCALE - - - - - - HORIZ: 1" = 50' — e Q4 CONTRACTOR TO IN TALL FOR CU ELINEAR SIDE ALK, z 1 1 x17 HORIZ: 1" = 1 00' a 5' SIDEWALK IN OPEN SPACE SIDEWALK FORMS TO BE SET 0.25' OVE q 3 3 a 11x17 VERT 1" = 1O' C I EXISTING TBC AL NG WEST BABCOCK n gI I CL�IFDEN/B�BCOCK q o 2 INTERSECTION N D-1 SEE DETAIL + v Fz v NEW 4' WIDE N N o J IDES K NEW�5' WIDE o z - SID ALK 0 n STAFFORD/BABCOCK 0 N p o m n° t+ + o_ + /1 INTERSECTION m a <T_ u� + �n +n o^ N ^ N }N o ' SEE DETAIL - / i I' +n -in +n n +n n n N r^ 'n N ao <N ao �`+ z I rn f +m �o �z +10 +m +� fo can o+ �t a �IVV'C C 1/4 SECTION 10 n a J F d J } J N ,� J d I oD J N F w _ ..J - FOUND 4" BRASS CAP - - - - v - d z a Y ^ `- z MONUMENT BOX na �rc xz IFoz -p I iz m 40' TBC - TBC w"Nz N F w oONY 8 8 S O 8 O W Z STA. 4+50.53 W. BABCOCK= N. - STA. 0+00.06 STAFFORD EXISTING Q w G m4 CURB & GUTTER p 0 m _ O m i x TO REMAIN �, {m m u STA. 14+20.53 W. BABCOCK= �i y§ _. z x �m w q m IN PLACE C I l z STA. 0+00.12 CLIFDEN N a o muN <"' aouZ BETWEEN ti o W `�„^ c o f o z INTERSECTIONS C �4 `_"� WEST BABCOCK STREET ROADWAY COORDINATE TABLE - � ' STATION NORTHING FASTING DESCRIPTION 4805 4805 0+00 -258.85 231.86 WEST R.O.W. COTTONWOOD 4+50.53 -259.90 682.39 CL STAFFORD EXISTING ASPHALT ROAD 14+20.53 -262.17 1 1652.38 CL CLIFDEN N N 0 4800 4800 N - - -- ` 4795 4795 - } � I END CURVELINEAR Q Z SIDEWALK Q CURVELINEAR EXISTING FG SIDEWALK Z 4790 END CU VELINFARSIDEWALK A4PHALT 0 CL._ - — _ - a790 L O W 2 N Q S F' o4785 a w N 4785 F Z v1 N 0 z 0 Z Y -t N00 4, �� -- - - - --- -- - 4780 > w 4780 -- --- `---- "��- - - - m 0 m T --- - -- x -- -- ---~ - -- -- 4775 N w c w 0 ut QI - - --- I N 4775 C7 -- I W z O J rrrq��q W e U a 0 N 0 a mN N¢ w w 4770 W Z 4770 0 �N� o Z a Z a o F Q O v 4765 > w a 3 IJ RECORD-DRAWING =R O « 4765 a_ -4 - - m W 5UO O ¢} F Z Q PROJECT N0. � Z 4760 � I Q tV/11 U N 4760 3384.004.042.0310 % --- 11 SHEET NUMBER o n - N o n n a n n n n n n N o 0 0 0 m f O "1 d u1 N m n Of O N M < v1 m r m O� N M < '� m m O DD m m m m m m m m m m m m m m m a0 m m cp m m m m m m �o e m m m m �ri 16 m m W a0 m oo m nm0 m m m m m m m m m m m m m m m a0 m m m m m m m m m m ro m DRAWING NUMBER m n 0) 2 w w w m 110 ar0 m m ono ar0 ono m m a Y -O � O o a a <L M 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+ uWio� - I I. I aWW� zo I I I I >I Wo=o $�=W Boa s�• r oGn tea: q C C � NOTE: FOR CURVELINEAR SIDEWALK, I Z SID 4 VE WALK FORMS TO BE SET 0.25' ABO c, ICI ra 3 EXISTING TBC ALONG WEST BABCOCK >< x a 0 l I W I ASBUILT LOCATION m k W I _ - OF SIDEWALKNEW Y n F h l INSTALL STREET LIGHT -. 1. NEW W5''K WIDE SIDEWALK WIDE I - +S 5�+ (BY OTHERS) o "KIM ARCHETYPE" �n - I m f n a rn - - a - �; t., 30' HEIGHT (ASBUILT) ?v o o F I al O O m- Ol ar n O' I N k 2 C C m n1J` m In m f ar N J 00 4N fr J N Q++ + + Z I nNf 0. Z pp O1� N jn UC On ZU + . +ima fD C 1/4 SECTION 10�N + d FOUND 4 BRASS C AP F I- MONUMENT BOX - In m -_ 40' TBC - TBC I N ^ZQ v N t U N ZU�_ � � V Cu f y, N N �� `n S8' 9'51'58"EEC �+� ��+ 0 8 8 8 8 8 2727.73' 8 - 4 - - SCALEg o m EXISTING r z m CURB h GUTTER KIMBALL/BABCOCK STA. 23+52.78 W. BABCOCK= om X HORIZ: 1" = 50' HANLEY/BABCOCK j z� I ' O w d LL INTERSECTION STA. 16+42.78 W. BABCOCK= p A DI TO REMAIN INTERSECTION STA. 0+00.18 KIMBALL A A rn {m m VE RT: 1" = 5' SEE DETAIL STA. 0+00.14 HANLEY ��'Z IN PLACE SEE DETAIL 00"EEN Z i 11X17 HORIZ: 1" = 100' �'-. � INTERSECTIONS STA. 27+27.73 W. BABCO = 1107 VERT: 1" = 10' STA. 0+00.00 KIM A6 8 ROADWAY COORDINATE TABLE - WEST B AB COCK STREET E STATION I NORTHING I EASTING DESCRIPTION 4805 _ 16+42.78 -262.69 1874.63 CL HANLEY �4805 23+52.78 -264.35 2584.63 CL KIMBALL EXISTING] ASPHALT ROAD 27+27.73 -265.23 2959.58 CL FERGUSON - N O 4800 4800 m END �URVELINEAR I ND CURVEE EAR o o < r SIDEWALK END CURVELINEAR CURVELINEAF{ SIDE ALK x a a d SIDEWALK FIG SIDEWAKKI ItIt < m 4795 CURVELINEAR _ :_ — - 4795 FG SIDEW } END CU LINEAR Z 'SIDEWALK r - 4790 0 4790 - - - W GAS- TELEPHONE V) No EXISTIl}. TELE HONE/ _ o ASPHALT ®ICL BURI D FIBER N 4785 N 4785 M O F- lT N_ w N 4780 > w 4780 � Y O in w O u T IL � Q 0 4775 4775 N m ~ O N m I w fkf w 4770 a J z z m 4765 w «_ 4765 a Z w r.i I aQpcamM"fir Nnf fnf nf nf nf na a a f a a a a a a mf ma f f f f f a f a N M N md m O m+ PR-E CT NO X Z a w, 4760 3384.004.042.0310 0 4760 SHEET NUMBER o m 0 � m W h m Of M o ofrrn o a . m o a m a o m m ab o 0 0 . . o ai ai m m a m m m m a a a m WVm DRAWING NUMBER w OD m 0 m m m a < a I O a a f f f f a a f w 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20450 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 m oo zw� i /MBALL AVENUE z o 0 a621 ooi a NEW 5' WIDE SIDEWALK NEW 4' WIDE SIDEWALK w I w as � I a Q a1 o i F N N r3 it SCALE o HORIZ: 1" = 50' yU U W ASBUILT LOCATION VERT: 1" = 5' OF SIDEWALK I 1 1 X 17 HORIZ: 1" = 100' 96 INSTALL STREET LIGHT I I NOTE: SIDEWALK ALONG FERGUSON 1107 VERT: 1" = 10' (BY OTHERS) TO BE SET 0.58' ABOVE EXISTING I ALONG WT BABCOCK NEW 5' WIDE TBC ES "KIM ARCHETYPE" z SIDEWALK o w ode 30' HEIGHT (ASBUILT) _ w_ uumYE/IFk a STA. 0+00.00 FER SON= STA. 27+27.73 W. BAB FERGUSO A - 40' TBC - TBC = v � S. 456.301E . I �--1 4. 9{ EXISTING CURB h GUTTER C 1/4 SECTION 10 TO REMAIN STA. 4+25.01 FERGUSON= MONROE/FERGUSON FOUND 4" BRASS CAP IN PLACE STA. 10+87.42 MONROE INTERSECTION `8 MONUMENT BOX ET SECTIONS SEE DETAIL S a J . FERGUSON AVENUE ROADWAY COORDINATE TABLE 4800 EXISTING ASPHALT ROAD 4600 STATION NORTHING t EASTING I DESCRIPTION �n - - _ 0+00 -265.23 2959.58 CL BABCOCK _ r � I 4+25.01 159.77 2963.05 CL MONROE m m d 4+56.30 191.06 2963.30 1 END ALIGNMENT ; 4795 4795 TIE INTO BABCOCK CURVELIN Z SIDEWALK FG SIDEWALI TIE INTO Q MONROE z Z SIDEWALK 4790 O 4790 m - - -- L'.I N N o •.BURIED FIB$ER GAS? _ \ TELEPHONE/BU ED FIBER EXISTING 4785 ASPHALT ® CL Z to o O L.J — z N w z — � w c 4780 - _ - 4780 > Q W z - - — - Z m I1 O w N ? +o 4775 Q EL' - - - (n 0 4 Li u 4770 a- _ _ 4770 1LLJ - LLnn J N W J o O Q Q a z 4765 4765 N v' WN O d° t� + m PROJECT N0. �i 3384.004+042031 047604760 SHEET NUMBER o N o m o m .0 rm m rn m m w m m m m mmm m REC0 0 ORDDRAWING DRAWING NUMBER 11 r n n n n n n n n n n n n n n n M M1 d d d d d d d d d d d d d d d d d d dd - _ R-13 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 woo m xti WATER FITTING COORDINATE TABLE �� FITTING STATION NORTHING EASTING 000 8"-90• BEND 0+25 -234.88 671.44 WATER FITTING COORDINATE TABLE 1,, aow Zo 672 7 36 Y 4 A TYPICAL VALVE ASSY 16.12 .41 FITTING STATION NORTHING EASTING u STA 0+25 11'LT(STAFFORD) I EQUALS STA 4+40 25'LT(BABCOCK BLVD) HYDRANT TEE 5+95 335.12 672.78 WATER VALVE -0+09 538.19 310.32 �o INSTALL 8'-90• BEND TYPICAL VALVE ASSY 7+97 537.34 673.25 TYPICAL VALVE ASSY 3+61 1 537.34 673.25 ~�z STA 0+65 11'LT(STAFFORD) END CAP 8+03 543.59 673.27 ^,....3..... EQUALS STA 4+40 11'LT(BABCOCK-BLVD) STA +1111' LT(CASCADE) INSTALL 8" MJ X F X MJ TEE W/T.B. STA 4+36 11'LT(STAFFORD) �.SF\4, CONNECT TO COTTONWOODCOTTONWOOD spa W AND F X MJ VALVE WEST TO BE INSTALLED EQUALS STA 4+33 11'LT(ALEXANDER) y� EXISTI G 12t DIP WATER MAIN IN ACCORDANCE W/DETAIL INSTALL TYPICAL VALVE ASSEMBLY INST L 8" TAPPING TEE & WV STA 3+61 11'LT(CASCADE) 7`�' SEE DETAIL© EQUALS STA 7+97 11'LT(STAFFORD) N6W/T. & V.B. CITY OF BOZEMAN STA 8+03 11'LT INSTALL TYPICAL VALVE ASSEMBLY - TO MAKE TAP SEE DETAIL�- --_.- --- --- _..- - -- -- -- -- - - 1� - INSTALL END CAP Di STAFFORD AVENUE `6� (33' TBC - TBC) — W CASCADE STREET v (33' TBC - TBC) o + 8 rlL�,,T < + I + I + + + - o 0 0 o v UTA >>i O O O N 0 99zo y�6 m rn y�' E LOT 36 ± T yA 0 oIIIL 19 LO 18 LOOT i +30' UTILITY�A C S EASEMEN 95 11'LT I 8X6X8 TEE AND FHYD - - o ASSY 22' LT W/6" W.V. AND N I 1 OLF 6" DIP W/T.B. & V.B. �w H, - w!. LOT LOT 20 "LOT 3 o � STA 7+97 11'LT(STAFFORD) W a i EQUALS STA 3+61 STAFFORD) '^ C INSTALL TYPICAL VALVE ASSEMBLY C h [. SEE DETAIL - h w q LLLI`P 2 m 3 LOT 3 LOT 21 8 y p Z o N 11 w SCALEIlk q cx U I _ o w � Q LOT 3� Lot 22 VERT: 1" = 5' z F O d 11 x 17 HORIZ: 1" = 100, - - - 11x17 VERT: 1' = 10' Inr any � +� Inr STAFFORD AVENUE CASCADE STREET N 4800 TYPE A TRENCH BACKFILL 4800 4790 TYPE A TRENCH BACKFILL 4790 � TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING m o < STATION 0+00 TO STATION 3+61 u a o m o 4795 STATION 0+25 TO STATION 7+97 4_795 4785 INSTALL 361 LF OF 8" CLASS 51 D.I.; A__ A C151_ _ - - -- 4785 INSTALL 772 LF OF 8" CLASS 51 D.I., A 1 L9 iT..1 _1 _ !iQl llh Q F- r RECOPRAWING � m 4790 4790 4780 EXIS NG 4780 O G ND Lil � (n F- ASPHALT CL Q Li N DLL N 4785 ` _ I - _ JI 4785 4775 -- --L ` _ — 4775 N N UTIL ASP LT CL MAX TE=4779.33 o MAX TE=4778.81 _ MAX T.E. 4788.41 2' (AB.) Ld U W 4780 6.5' IN. COVER REO'D .2e STUB L N 1 4780 4770 4770 E..I Q g EXISTING - - - -'- -- - /END-C - > U + 0 O a .. - GROUND _ of 11 MAX TE=4773.05 UTIL 1 _ m CL W J w I l_ HJ :x LLJ � Z 40 6.5" MIN. COVER REQ'D. �' -.- a= < N 4775 "�o _ _ _- —4775 4765 cJ a x _ - - 4765 W w 1 3 ++.I + m MAX TE=-4771.59 i a - _ - f �, (n Q Q o IMAX TE=4768.41 O N _-. - MAINTAIN 1.5' < W �i O 0 j N r Z �: F J} v 3 - MIN. SEPARATION F �' d' SEWER MAIN CROSSING In Z¢ 04 v 4770 ..rn YI q _ _ 4770 4760; J`� a m_ _ T _ _ ., _ _ -> _ 4760 d - - — -- -- ---- - - -.� oa C ...� �uof m' �J -- Fm c x _ x x c m m- W Q O _ +~c,l< < < < < ., N Z <_ ¢ < v < ¢ N J F- rd�Q ow Z N O Y <Y X 7 A Y �j n z T n+ <m 4765 4755 w 4765 y �.�a __d___ _ 4 - n: a vi. :n: - ' A d ^ 4755 Q o:_ i d d d i d _ n' O ww0 O O O G MAINTAIN 1.5• O O O O� O C vl F' O O O 0 � 6 O N F I- F 1-N m 1- F- F- w I- f- F- i-w w F- F- t- "d r, e MIN. SEPARATION qq y� + < m F=c 8 SEWER MAIN CROSSING •q++ n o 8 i + ,$., t<- x N F<- H N F<- r. F<- < 1<- y t<- F<" 1<- ~ < F" y y H a H F F<" PROJECT NO. w w y > 4760 4750 h N x m ✓ 4750 w 3384.004.043.0310 O N SHEET NUMBER O nap da 00 10^ n �' m� dry �d nN Nm n,d r7d O� n� Na MN m� Mp �� m^ N10 N,nd OiN h2 Nb Olh Oi 00 .- N mN YVNj ne IDS On �� NOn, M� MN no d� Nb mr 0l d t0 �p t0 M) b-' d < O M M M N N N`� O O O Of T m m m m n n n m m iD ul N ID IA d d d N m m m N N m M1 N M7 m 10 b N mm m� ma ma m� m'� mM mN mN m ODD ODO m0 mp m0 n°i n°' nv' n0 1�� nm nm nm nm na0 nn nn nn nn 1� n nd nd nd nd i�d nd nd n'^ nm n'° n'D n� n'D n n m m m m m m m m m m m m m n m m m aD m m o m ^ n n n n I� n n n h n n n n n n n n n n n n n n n n n DRAWING NUMBER n ndnd ndnd Oa <a <y as a� ay a� as ad <d <a as ay '*I #r Y� as �a as as as <a ale a and a� a.nr Ya ea as as as wt - W-1 0+00 0450 1+DO 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WATER FITTING COORDINATE TABLE m z J FITTING STATION NORTHING EASTING - l �y TYPICAL VALVE ASSY 4+33 176.12 672.41 i j z i a 'W WATER VALVE 6+89 175.52 928.41 -_ - o0 HYDRANT TEE 1 1+24 174.51 1363.40 dm N o TYPICAL VALVE ASSY 14+03 173.85 1642.40 — 4780---- y g — 478)- STA 4+33 11'LT(ALEXANDER) EQUALS STA 4+36 11'LT(STAFFORD) LOT 1 3' � NZ; INSTALL TYPICAL VALVE ASSEMBLY A, XAN ER S REET LOT 16r zNo SEE DETAIL (33' BC - TBC)� v L�T 3 4T 5 L01 6 -1 j�T 7 LOT 9 L(>�f 10 LOY 1 1 � � r � � L0� 12 L 13 L0� 14 L(f? 15 m > a a o EE L(� 2---- a c 3 a e a TA 14+03 11'LT(ALEXANDER) LOT 17 QUAILS STA 4+36 11'LT(CLIFDEN) ; I STALL TYPICAL VALVE ASSEMBLY r n N o o e g o e rn vOi o a o O '" SEE DETAIL r, + + + t + + + + + N + + -' + 11 9 > > U _ o 8 8 8 -- I + N I ^ 8 o S N Oo - + m 1-- + o S -- -' ---- --- STA 4+10 11'U 00 INSTALL END CAPS - W/T.B. & MARKER POST 'n 'y m n rn a X o rn + rn n + 3 '� + + + 1- O `n M) f N p < m + + O + L0118 < < N n m rn o lay. LOT rs1 (A N of m < °d i < (n < < N w r,z LOT 20 LOT 21 L T 22 LOT 23 2 LOT 24 LOT 25 LOT 26 LOT 27 L 28 LET `^ '^ ��� I I LOT 32 w STA +84 1 1'LT STA 6 9 1 t'LT LOT 30 LOT 31 w �S?T.A�l- 8X6 TEE AND INSTALL,WV INSTl�L�8X6X8 TE 11+24 IANDSCALE LT FHYD ASS1 LT W/ ' WV AND W/T•B. & V.B. yyyyyy������yyyVVVFHYD ASSY 21' LT 6X8. AND LOT 19 10L6 DIP W/.8. & V.B. 10 LF B-DIP W/T.B. & V.H. -- LU T 34 HORIZ: 1" = 50' w I VERT: 1" = 5' i tx17 HORIZ: 1" = 100' 1107 VERT: 1" = 10' LOT 35 00 8 LOT 50 g ALEXANDER STREET a7s5 TYPE A TRENCH BACKFILL 4795 cl TYPE 1 PIPE BEDDINGF o o STATION 4+10 TO STATION 14+03 ' w o 4790 INSTALL 993 LF OF 8" CLASS 51 D.I.; AWWA C151 o u Q < m o a ASPHALT CL � z 4785. ,4785 •- Z O }IIII W � N Q O N 4780 UT — — — _�TA — _ .— __ — _ _ — _ 2 o — — — — — - - - _GRADEE AS - 4780 CL N UTIL SHOWN I A - -— �- E)ISTINC TO ST +24 MAX TE=4776. 6.5' MIN. OVER REOD :� I 0 6.5' MIN. COVER REQ'D MAX TE=4775.4 G OUND Z O Liw I MAX TE=4773.05 MAX ITE4774.75 (�'� W 4775 F 4775 > o - O N u J - Nx tiW I a. w 4770 u m - - r -- Z N 3 O w Z N.. .. _ _ _I F<. _ _ - _ J 4770 X a +J < ---- _r �^Z a s F- w J N A � < N - d Z W Q - m 4765 `^? n> in sd_vJ T 1-1+ I z m N ID m ID _ 4765MIN. PARATION m ASERCROSSING a _ _ W a. « >4760 ~ q. , cv. Y a L v q q. '. T Y Y S Q Q i i d O W q m0 O O - Q r: �-- I- 3-0- o 11 F- _~ 4755 r, PROJECT N0. i 4755 I ; a ¢ W 3384.004.043.0310 o a�nnQ aIDm^ N annm aIDs� m�pnrn m 0 p � aN O a ma a�rn aayo aapo� a ma ^mo rn am �O m na0 rom a^om mm mm mm� anLoDm n< MNJ nhO ON'Nr] nN ID Ntp� SHEET NUMBERO O OO( 0 mm0 mn0 0 0 O O m m m m �li m c-i D 7 ^om mm mm mm oD� m m w w m, Nm � aie da as a^ a^ a a^ a^ a^ an nano Ym am o^m ^an ^mm m m a <, ano ^nD a�0 e_ � a y�` � a �Y y Oa DRAWING NUMBER a a < o a a ♦ .t e a a e a a a a W-2 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 L DIP` NOTE _ _ N WATER SERVICES 16' NORTH Wy 1. E TEND 11$ I wr FRO WATER MAIN OR 81' NORTH OF BABCOCK 833iJ;�, WATER FITTING COORDINATE TABLE wk�5rn W a FITTING STATION NORTHING EASTINC LOT 33 crnaN ?' 12" WATER VALVE 0+90 -215.33 321.39 LOT 18 h e N 1+00 -216.31 332.40 8" 90' BED 8"-90' BEND 1+00 -234.08 332.06 - -- LOT 20 LOT 21 LOT 22 LOT 23 2 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 8" WATER VALVE 4+21 -234.83 652.44 8"-90' BEND 4+40 -234.88 671.44 SCALE LOT 19 - - - - - - - LOT 34 HORIZ: 1" = 50' VERT: 1" = 5' - 1107 HORIZ: 1" = 100' 41 - - s 11x17 VERT: 1" = 10' I --- - - - - - O 'STA 4+40 65'LT(BAB BE I TA 14+1 5'LT(BAB-BLVD) b'+ EQUALS STA 0+65 11 LT(STAFFORC) EQ ALS STA 0+ 5 11' LF(CLIFDEN) C 26 INSTALL 8" MJ X F X MJ TEE W I.B. INSTALL 8-90' BEND W .B. STA 4 TA y3511'BCOCK BLVD) nEE J VALVE T BE INSTALLED STA 9+21 6W EQUALS STA 0+65 11'LT(STAFFORD) C LOT 50 o INSTALL 8"-90' BEND IN C 0 ANCE W/D AIL INSTALL W/T.B. k I/.B. ^' R STA0+90 43'LT; { / z 2 CO NECT TO EXISTING 12" MAIN INSLINSTALLB" " .& 3' OF 12" CLASS U -�� W N m m m U m U p 51151 WATER PIPE At L �i7 I L0'38 LOT 39 L 40 -3 b" t7 42 Lt(f 43 L� 44 L 45 :1 47 to L� A 48 L(3� 49 12CERLM 51 / �-- e v a a < INSTALL NEW 8" MAIN TO CROSS / LOT 36 OVERIINBEI7 EXISTING 6" HYDRANT LINE. i - CENTER 20' PIPE LENGTH O CROSSING. o m o n - m E SHEES � i n o m tO a rn + + I + + N N n PROVIDE MINIMUM 6" SEPARATLON i + + + + + _ + + + o o _ e g N tp m n n m m rn .BETWEEN PIPES a a r 3'LT INSTALLED (12) 8'x4' W" - — - m - vrr m - N -- W 8`.�ENp SHEETS INSULATION O 45 A.B.)) STA. 31+00-31+50 (A.B.) - - STA 91 65'LT (�. -. - TA 4- BX6 fE-AN. BABCOC BLY B- - F OF 8" CLASS 51 - D.I. AWWA C151 2 LF 6 DIP W .B. k V.B. s 5 - --- --__ - -_- - - - - - --- -- .. _ WEST BAyy K ST M "Zl ' - -+ 1+18(d.6.)2G(A.B - -1 -o-- I + 26' 1 �8 1 SS .olg -=_ T I + 1- + I o - -- I- SS "ol + �._ + I o 88 _ _ S S o S STA J,roQLT STA 4+21 LT INSTALL IB"-90;BEND INSTALL WV W/T.B.&V.B. 45 BaBcocK BLVD RECORD DRAWING 4800 � aeao I TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING <: 0 I o Y n STATION 1+00 TO STATION 14+10 - - - - - - - U ao 4795 INSTALL 11310 LF OF 8" CLASS 51 D.L; AWWA C151 4795 < Z FINISHED GRADE F- j BABCOCK BLVD AS 4790 O P T Cl 4790 - - I WEST {ABC4CK - _ -- —= a EXISTING MAX TE-4782.00 4785 N O I. GROUND 6.5 MIN. COVER REO'0 _ I oN 4785I \ VAX TE=4780.85 Z H o MAX TE=4779.33 III- BEND N MAX TE=4778.8/0 8" TEE Z Cn w p 4780 > m o 0 6.5' MIN. COVER REq'D � 4780 - -. _- - mx -- vrJiW Q Wrn h Y o rn o o O o0 U + w z w a c cp 4775 Q J WZ m Q —_ 'W V h W N m O OOi J rn N LJJ 00 <m S p ++ 1 �}Q Z d O� K OO ±o' m N n_ rn m d J d -/N 4J Y=a T4 ii v oo A' <YO AO' O�� Jca Jrr J R r _ u � a!✓ b _ _ _e 4770 N� LJ zu 4770 Qm U a 4765 > Wo e _ ' e a O o o `' o 8 O O O .5 O O c am a 4765 (� N N i r� n .+ I-/1 d ¢ < < < < < < " q < a PROJECT N0. a Z F I•• F-F' F" < ari "ri.' r v~i y "/~i vFi t/ v: _" //yn mma.Onno aa.naa� od.noa naNna <YgnY ma�na n l^n ana rn h y mm H a a n m�—mmn nnm nan n l` n nnn mn vi n^ nn anp ad rn +rnan�n'rnNj Ona1rns °nairn<4 760 33 N 4760 SHEET NUMBER p° mmrno W w md om m �, o o m mm m DRAWING NUMBER h m mn m � e a0 0, mD o mn -o � v oN low v o d mm m moNn va mm mm wo ow wm ow w 1m � � m m m va W-3n 0+00 0+50 1+00 1+50 2400 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 LOT 45 LOT 28 T 9 OU LO 46 y��U o LOT 29 LOT 47 13 w 2 =a LOT 30 0 s C n F. C w a"� ¢ s y p �> U a fl z i O W �p LOT 48 LOT 14 e LOT 31 m w c — - oGO s � W N 00 LOT 49 LOT 32 LOT 15 1 o STA 8-1 76 WI T J STA 4+36 11'LT(CLIFDEN) 2 i INSTALL W B. & V.B. €DUALS STA 14+03 11'LT(ALE E ) BLOWOFF HYDRANT INSTALLED - SCALE g o ° 3 �' INSTALL TYPI L VALVE ASSEMB OFF END CAP (A.BJ x o 1 SEE DETAIL 4 A HORIZ: 1" = 50' p v U 1 _ - rn > STA 6+58 11' LT VERT: 1" 5' w N - LOT 51 L 50 � L 34 LOT 33 INSTALL ENDCAP * rc &� LOT 1 7 Lo 1 s 1 1 x17 HORIZ: 1" = 100' '1 11x17 VERT: 1" = 10' 0 0 $ + I rn n =' _- $ CL FDEN DRIVE sFF.--- STA 6+16 11'LT INSTALL 8X6X8 TEE S" I AND FHYD ASSY 21' LT C:) g � ' STA 0+85 11'LT(CLIFDEN) �� W/6" WV AND 10 LF 6" DIP $o ° EQUALS 14+10 65'LT(BA13-BLVD) W/T.B. & V.B. INSTALL 8"-90'-BEND W/T.B. ? NARK- 1 h R _ P T � I 1 WATER FITTING COORDINATE TABLE CLIFDENDRIVE FITTING STATION NORTHING EASTING 8"-90' BEND 0+65 -197.14 1641.54 4800 - WATER VALVE 0+75 -187.14 1641.65 3 TYPE A TRENCH BACKFILL — Jwoo TYPICAL VALVE ASSY 4+36 n3.as 1642.40 b � TYPE 1 PIPE BEDDING HYDRANT TEE 6+16 352.08 1638.02 m m o a END CAP 6+58 392.59 1630.69 d k 4795 4795 o u g o 3 STATION STATION 6+58 INSTA L 593 LF 8" CLASS 51 D.I.; AWWA C151 a Z 4790 Q �- 4790 Z O ASPHALT CL i W � N EXISTING N 4785 TI i GROUND _ O S 4785 4 MAX TE=4780 85 UTIL Z (!) 0 1 O 4780 I w N 6 W . .. :5'MIN. COWER REO'D - � - - ''4780 W g a J o - v p po m d Z 3 �rn �� MAX TE=4774.95 — _ � �ii-___ w + v>¢ MAX TE=4773.08 �_ p o w 4775 0,l nF- MAINTAIN 1.5' - 4775 V) �` + a -d z - - - --.._ - --- o MIN. SEP RATION 3 N F F O SEWER CROSSING J � w V a MAINTAIN 1.5' N Q m z MIN. SEPARATION W 3 u 4770 ®SEWS({ CROSSING N., w a m'a`''a� rE o - 4770 u a ? < L) o w `o n 4765 .' OaF- $ I 4; T cnT Y0�1Z 47650 - Q Q N O O� p O O O �p m ¢ 4760 wl¢ ~ y F+' F" H F N PROJECT N0. /OOhn ma mnana aNa anma d aa a a a -a ad a aa aa a-a d a da _a- ais a a aa ad a a aa aa aa d and ndoa ana a'na nana ndod na�a hdoa ndod nd�d - 3384.004.013.031 0 O ao V) MN OO SHEET NUMBERO N ^ m M MCj Ol� 0� O � md � mmm mp m m� u Y n m m Dp mm nm nn nmD nn n nnn m n � Wnq m 6 06 Om bw - ^m ^m 476 do mo a^ nn nn. 0 m 0 0 nE .0 p � OD n O 0RECURD DRAWING NUMBER 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 W-4 TA 0+11 11'LT(HANLEY) --- -- - - - > 0 DUALS STA 16+32 1 1'LT(BABCOCK) - - PARK-T ONNEC�TT-TO EXISTING 12" DUCTILE OM WATER MAIN STA 4+36 11'LT(HANLEY) STALL 8" TAPPING TEE & WV EQUALS STA-0+T1 11'LT(MONROE) /T.B, & V.B. CITY OF BOZEMAN INSTALL TYPICAL VALVE ASSEMBLY MAKE TAP - SEE DETAIL ' 3i, BLOWOFF HYDRANT INSTALLED %� a y/, STA,0+75-T VLT _OFF INSTALL 8X6 8X6X8 TEE - - - - - STA 6+25 ov= p AND FHYD ASSY 211T W/6" WV. ti t INSTALL ENDCAP y� AND 10 LF 6" DIP w/T.B. & V.B. HANLEY AVENUE WV WV (33' TBC - TBC) b 0 I I + 00+01 + -- + I + - I + I + 1 + + o �~ STA 5+95 11'LT w o '� _ a. ytu INSTALL 8X6 TEE o + + + + AND FHYD ASSY 21' LT e r4 5 W/6" WV AND 10 LF 6" DIP LOV' 52 L� 53 LOT�'58 ti W/LB. & V.B. LOT 59 LOT 64 LOT 65 c +l vrvv ;z; f 6. N N SCALE HORIZ: 1" = 50' R 8 % LOT 6'6 ~ VERT: 1" = 5' & Lz 11 x17 HORIZ: 1" = 100' s g 11x17 VERT: 1" = 10' 3 LOT 54 „�: ry 1,LOT 60Im 0 - WATER FITTING COORDINATE TABLE EASTING HANLEYAVENUE WATER1863.66 FITTING STATION NORTHING VALVE 0+13 -249.67 1863.66 HYDRANT TEE 0+75 -187.74 1863,81 aeoo TYPE A TRENCH BACKFILL 4800 TYPICAL VALVE ASSY 4+36 173.33 1864.65 o � n TYPE 1 PIPE BEDDING I END CAP 6+25 362.20 166s.o9 m o d STATION 0+11 0 STATION 6+25 INSTALL 614 LF OF 8" LASS 51 D.I',; AWWA C151 a c=i °< o bi o 4795 4795 2 Z a 4790 - - _ - - _ _ - - - _ 4790 n � O V V) N U L ASPHALT CL Q o N 4785 INS ALL 4"X4'X8' _ 4785 a_ o C EXTRUDED FOAM80AR u NG [INSU -, GROUEXISTND UTIL _ Z ~ o =4781.11 — w w 1 4780 �6.5' MIN. COVER REQ'D — 1 - 4780 (/') MAINTAIN T.5' > w oM N. SEPARATION - - t� Q�m SEWER MAIN CROSSING m+ _ o 4775m =4773.59 — — 4775NoiyMAX TE=4 72.89 QzW¢ lLJ 4770 _ - c1 4770 NQ+ N WLLJ _ a + in J O C O --- + 4765 w n' ww F h STA. 3+50 TO 5+50 �- - O O : No 'GRADE PIPE AS SHOWN S Fz TO ACHIEVE 1.5' SEPARATION 59� N N, AT SEWER CROSSING F PRaEcr r+o. w 4760 x 4760 3384,004,043,0310 0 m� m� npMjv,^,1 o p mm Nj� rn;.1N.`t oN n� v� �$ mn m� hQ ow m� Ln� No mm v �I a0 < n < < �O co wf N N o rn m SHEET NUMBER d 01 O,f m t` n b N N uj d a c M N N N tV cV O O O O O' Oi O� m m mil m Oi O� m r n ,O m uj N N O O O rj 1'] M N N N N N O O O O Oi e7 mm mm mm mm mm �m mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm ma0 mED mOD mW map mm nm nm nm nr n ^ n n ^ n n n n n n n n n ^ n ^n ^n ^n ^n ^n ^n ^n nn nn n^ nn nn n^ n^ n� n ^ n n ^ n n n n n n n n n n DRAWING NUMBER av av av vv av vv vv ay vv vv av vv via av vv •ra vv vv vv vv vv av v+ av �� ♦,* av av av v,4 v,r a a < v < v < v v ♦ � v a a a a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 - os . O 2; ���yyyyyy �ZZ wW1 z� U U pU Zw�OO ALLEY 4 -- _, 'ii33yi�2 pl'- — -- -- STA 11+03 2'RT CONNECT TO EXIS1ING)B'DIP w K n h WATER MAIN, INSTALL_WV�8" W.V. & 10"x8" REDUCER (A.B.) I W .B. & V.B. LOT 65 LOT 70 _= STA -0+11 11'LT(MON OE) I CONTRACT PTO FIELD VERIFY DEPT AND ELEV. EQUALS STA 4+36 11'T(HANLEY) > REMOVE ttNDCAP N EXISTING ' INSTALL TYPICAL VAVLE ASSEMBLY rn rn STA 6+99 11'LT MONROE " SEE OE7PJL 4 __ LT 66 L&T 67 L 68 Lf 69 EQUALS STA 4+36 11'LT(KIMBALL) SKIET IF NECESSARY INSTALL TYPICAL VALVE ASSEMBLY " Y � SEE DETAIL\ m w 1 N N iN N `��{"" STA 11+03 1 'LT N 1\ LOT 64 \ \ LOT 71 MAIN INST LL 90'NB NO + 4t52.66 h' °+°� + + + - - - - + - - _ n - - - - N m 2 1 Ni in b O N 'I t + I I + I --+ +__ 1 STA 2+43 11'lT --- - �, s'y STA 10+78 11'LT - N MONROE ST �'ET n INSTALL 8X6X8 TE AND rn n INSTALL 8X6X8 TEE AND 4i� + FHYD ASSY 21'LT4/6" WV a (33' TBC TO TBC) �) w FHYD ASSY 21'LT W/6" SCALE �p�w „ LOT 59 N a \ a WV AND 10 LF 6" DIP E i C.�; - AND 10 LF 6• DIP HORIZ: 1" _50' &] N W/T.B. & V.B. }} . N LOT sz w/T.B & v.6. VERT: 1" — 5' W a V LOT 60 LOT 61 / 2 LOT 72 1 1 x17 HORIZ: 1" = 100' �= 1 - +0 11x17 VERT: 1" = 10' I zzs ' LOT 58 LOT 63 r > I 0 I + + I I I +--- I I -+ s s WATER FITTING COORDINATE TABLE FITTING STATION NORTHING FASTING MONROE STREET TYPICAL VALVE ASSY -0+11 173.33 1864.65 I HYDRANT TEE 2+43 172.74 2118.15 0 3 Z c 4800 _- TYPE A TRENCH BACKFILL — - - 4800 TYPICAL VALVE ASSY 6+99 171.67 2574.65 TYPE 1 PIPE BEDDING HYDRANT TEE 10+18 170.93 2693.20 m o a 90' BEND 11+03 170.73 2979.10 � U 'I -4795 4795 - -� _- Q Z 4790 O STATION 0+11 TO TATION 11+1'13 Q $$ ~ --- - INSTALL 1114 LF OF 8" CLASS 51 D.I.; AWWA C151 Z 4790 � - -- - W m N ASPHALT CL �4�711 4785 -- — — — — _ -- — — — /UTIL Z ! N MAINTAIN1.5' I N. SDe�,„ w UTIL ,saA. ~ o EXISTI 6.5' MIN. COVER R Q'D ®�{ CROSSING E'L HONE V) g w GROU IN L �4780 j M a 1 4780 UTIL -_--- - MAINTAIN 1.5' MIN. - - TE=4779.0 - -- - n- - - - PIPE SHOWN SEPARATION - O N TE=4777 09 TA -0+11 0 6+99 MAX TE 4776.47 ® EWER CROSSING o m o_ L..I 1 F MAX E=4772.89 w ='w �_ O o ' MAINTAIN 1.5' MIN. o <n Z SEPARATION }I rn �477]5 I. LLJ O w 4775 O$EWER CROSSING x - - ^a (N Q a - _ 00 uj 3 rn Fa ink a +x + /N N. �.. rn Z xd 4770 4770 ts, ALL 4'X4'0' _ LrLJ cn JMBOARD ciu Z En a o+ a q x d a 4 4 - _O - © 14765, O N 4 I v i T x j 4765 O - C O O E- ' W W F- c F- F F%. I- Q_ 7 O m a F x a, < < PROJECT RaEC No. r F n / 476D H w y r v b• Nl v:. - of y _ _ y y 4760 J38-.004.043.0310 N -- - - r o SHEET NUMBER / M'p M� M and n d Mn d0 N'M tOb b� bM nb b0� bN dN aim a� ad MN nm �n a NN NW NN NO „�d „gym n c d N O M M¢] aM nm �M m Od mOi �d �Oi aO�n d N n M f M G1 N SIN N n .00 O d nj N M M M M M M M M M M M M M� M6 M M M! M f d d d M m.� opt pp Mro a0� �0o Wm 00m 00m mm mm mm mc0 m� �m �m ma'n0 m� OD mm �dW m� BMW buMO bm c0� anDm OnD'm ODD m� mp�p Wp'np 00m O^D� oD� mm a0m W� aD baO� DRAWING NUMBER n n ^n n n n n n n n ^n n n ^n n n n n n n n n n n n n n n ^n n n n n ^n I`n �`n n n n n n n n n n n d o n n n n ^^ n n n n o n n n n n n n n n a,d dd as da ad ad da da da dd as da sa as da da da da da da da da as as as da da da da as da as d as ad as da as as da as da da daaa - - - W-6 0+00 0+50 1400 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 70+00 10+50 11+00 Z ASV N tm=£ ez�o o z o 80 w I l LOT 69 I 1 _ io �I y LOT 54 Z. m C _ STA 1+ IN T L r okn cJ w BLOWOF HY T �p w o �T 57 L 56 h ' z o 027 e- g NO. z :U a � -�T 63 40T 62 LOT 71 I 4 y ` STA 7 1` LT L 70 BLOWOfF HYDRANT INSTALLED +� INSTALL 8K6% T D ! y� OFF END CAP (A.B.) C'-'w Q�S BLOWOFF HYDRANT INSTALLED FHYD ASSY 1'L W 6" STA 6+25 0 �4 N• 4 OFF END CAP (A.B.). y MJ WV AN 6" m 0 0 - INSTALL ENDCAP " m rn a o W DP W + + m e - - I r y -- - - -- j + STA 1 5 S ALL <Al, n _ - I 9" EN RTB Ilk g -__ 1 - g g g 6 STA 19+92 11' LT(BABCOCK)EQUALS STA $ o I �T �7 - - - - — - �I7 TO 01200EXISTING DIP & MlJALL YEN E I STA 5+90 11'LT CONNECT INSTALL 8" TAPPING TEE & WV 0 m - + (33' TBC - 1'�C) INSTALL 8%8 TEE I W B. & V.B. CITY OF BOZEMAN AND FHYD ASSY 21'LT TO MAKE TAP Ntt w I _ < r� yip W/6" WV AND 10 LF LOT 55 6" DIP W/T.B. & V.B. STA 4+36 11'LT(KIMBALL) ' q EQUALS STA 6+99 11'LT(MONROE) H n A +11 11'LT,(KIMBALL) �4, INSTALL TYPICAL VALVE ASSEMBLYa I y SEE DETAIL 34 ISTA 23+42 1 i 12' DIP AT I z N 2 ECt TO EXISTING 12" DIP WATER MAIN L 18" TAPPING TEE & WV 5 0 V.B' CI�Y OF BOZEMAN I� U j LOT 73 LOT 77 SCALE o �. = + p� W al 11x17 HORIZ: 1" = 100' � I � \' LOT 7 LOT 56 - LOT 63 ,r VERT: 1" 5' gi 11x17 VERT: 1" = 10' l l't I O Al T I WATER FITTING COORDINATE TABLE(KIMBALL) 7-- - Lin o KIMBALL AVENUE j oU FTTING STATION NORTHING FASTING WATER VALVE 0+13 -251.35 2573.66 C- TYPE A TRENCH BACKFILL 4800 HYDRANT TEE 0+75 -189.32 2573.81 ! X N TYPE 1 PIPE BEDDING -� TYPICAL VALVE ASSY 4+36 171.67 2574.65 asoo TYPE A TRENCH BACKFILL 4800 z HYDRANT TEE 5+90 325.67 2575.01 TYPE 1 PIPE BEDDING END CAP 6+25 360.49 2575.09 STAT�ON 0+00 TO m m m o d 1 TION 0+11 TO STATION 6+25 STATION 1+45 o = a Q o INSTALL 61 LF OF B" LASS 51 D.l.; AWWA C1 1 14795I 4795 INSTALL 145 LF OF B" CLASS 51 47g5 " g. ttt D.I.; AWWA-C151 FINISH GRADE (EXISTING I Z 4790 _ _ 47g0 !GROUND Q EX TING -- - - -� - - -4790 4790 G UND L1J N UIL _ _ SDr _ _ _ Q 4785 I - INSULT;V-� o — - _ 4785 4785 INST 4785 UDE� 6.5''.MIN. COVER RED a_ TE=4781.91 �JIL � � u u "BN�-D ' ^ Z I WATER FITTING COORDINATE TABLE(XC-1W)6.5' MIN. COVER REO'D HALT CL FITTING STATION NORTHING FASTING w X ` 4780 �< -- w _-MAINTAIN TO MINN_ 4780 WATER VALVE 0+13 -251.35 2573.66 4780 N -E -R +o SE ARTATION AT - -- 4760I o z "� SEY�IER CROSSING END CAP >M2 ^ MAX TE=4776.76 0+75 -189.32 2573.81 — >FXZ +w x 4775 w w O J TE=4 75.15mWeUNN - ._- 4775 4774775 [n >9 '+� N wz ' + � Q Q { u 4770 I U _ o X on j : J J m M. -- m d < d! Q. ¢ viZ _ "�+'°- _N _ 4770 4770 > Y c cJ r, a v �i n o e a < .< < -� 1- a 9 4765 Q Q '- WW O O O -- O -O O O a °i d __. 4765 4765 O ( (5a Ci [4765 >0 N F F < 4760 w< H v, u~i y in h F N N I F F 8 c O] m __� '� _ 4760 < < PROJECT NO. o -- "'} _ 4760 - u�i y 4760 O s 3384.004.043.0310 4w rno mrn m4 m mn „1m N n N ,o v1 o n m - . 4 r7 m n �"N m h ^O. �4 �O N'm �N m0 'gym ON mN �m N,D �4m �� �O on �♦ �M) m�� m� h� Off NN O n�N N O SHEET NUMBER m m0 m� m� mm mm mh nn nm `mm mm mm m� �N w4 �O 40 4� 4Mj MM �N) nj M N t`lf N m 4 a^ a0n0 am am 4m ano ono mn mm wm om mm mm �m �aro mm wm wm mm mnm mm mao m.0 maNO mG0 mm °Dm m� m'b m m m am0 m an0 00 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4< 4 O 4 a 4 C 4 d 4a 4 a 4 p Vw DRAWING NUMBER 4 4 4 4 4 4 4 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 0+00 0+50 1+00 VY_7 wan mw' � Z TA J�+00 STA 3+72(,.,, . II L Ir i�zo az NEW' S MHII STA CONIV�CT TO 12" PrC SS, SEE DETAIL Di --/_ _ _ _ _ CASCADE STREET �w o to (33' TBC - TBC) pLl, N 8"4� ry III I .zii � STA t+98 cn NEW SS MH/2 �� �. 30 SANI IARY .r SF WIUL WFR EASMENT ��z FAL PIPE STUB SOUTH 5 W/ELN 3D' CAP FOR FUTURE yF,� 11TENSION,-8- PVC-SM-35 ASTM D-3034 ax a � ne O o i SCALE a 0 T77 HORIZ: 1" = 50' c VERT: 1" = 5' "l to " a0 °' 1107 HORIZ: 1" = 100' 0 0 0 0 0 0 o o 0 0 1107 VERT: 1" = 10' _ — N fl �i W ANDER TAEET MANHOLE COORDINATE TABLE MH N0. STATION NORTHING FASTING CASCADE STREET 0+00 527.18 312.11 4800 TYPE A TRENCH BACKFILL v m 4800 2 ,+98 526.31 684.2 TYPE 1 PIPE BEDDING 3 3+7z.,z s2s.3t sea.zz n n N a d a a 4795 4795 mQ !� a Q � � Z v Z F 4790 m m—0 ai 4790 O v:6 �m< ^ dv v m W a n� h f N CL 4785 e 4785 M ry _ Z N i yr 5 O z p 1 1 A�0 a<a W LLJj w 4760 9 m �,� � N u 3 n�i a 4780 N � � u 0 JJQZZ +J7ZZ; M1W�vvv w a z s»i EXISTING -w 0--m w 0 z z m a u ' �mzzz GROUND P a�»» z z z N-z z z z (n U o 477 - -- 4775 Ir LLJ N Q In N Ld a LJ In a FUTURE ASPHALT u 4770 4770 W _ _J W o -•� _yWyy�,_- W W�y a -- —`W -INST,, 198 LF W INSTALL 174 LF 3' SHIN > m 8" PVC SOR-35 SS `W/END CAP 4765 4765 8" PVC SIR 3': 55 ASTM D-3034 .5 ASTIR `, a m g 0.38R (A.B.) U RUJECT NO. N4760 4760 3380004.043.0310 O _ In 00 N O I')^ tp O O N N n M O M N M I/) O n I O �N � SHEET NUMBER N M < 10 h ^O0 W N r) < O t` b W << <y O< a< v1< n< Illy 06 06 NN no NMj 0 uj N d ^ nn ^n nn nn ^n Or nn nn nn nn nn nn nn n DRAWING NUMBER CORD DRAWIN - - S-1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3 mOV JIZm V y�Zw UU �20 y�2 Z N — R Z L� UKU °OUc� 39' (A.B.) i Sb(STAFFDRD) - �� EQUALS STA 0+00(ALLEY 1) NEW SS MH#5 a33N; 'j- STA 4+25(SIAFFOPDI 41 .za _E a STA ( wk I EQU STA 3+72 ,Z, NEw STAFFORD VENUE FS 0� ti \MH�3 V (33' TBC - T. + $ g 0 8 $ 8 \ " SCALE < �' � p N ��� 'I Ole N dam$ ti�� INSTALL 3' PIPE STUBS NORTH do EAST HORIZ: 1" = 50' '^ g FyTcn o-=V� o N WEND CAPS FORI FUTURE EXTENSIONS w 5 $ VERT: 1" = 5' LOT 38 c=gqa < 4 ol OT 35 LOT 19 LOT Z SOT 1 °'S o 6" PVC SDR-35 ASTM D-3034 1 1 X 1 7 HORIZ 1" = 100' L 18 O ° 11x17 VERT: 1" = 10' o I w LOT 37 LOT 20 oip LOT 3 €�3� C W n z F C rn LOT 38 _ LOT 21 Z LOT 4 ¢ c i k e MANHOLE COORDINATE TABLE a MH N0. STATION NORTHING FASTING O[z] 4 �— - - 4 1+32 -128.14 682.69 yg LOT 22 5 2+35 -24.90 682.94 Qi do LOT 39 LOT 5 6 4+25 165.10 683.38 x^ -- - - --- 3 7+86 526.31 684.22 1(1T d(1 I AT 9i I OT 6 S 8 4800 STAFFORD AVENUE TYPE A TRENCH BACKFILL 4800 N o W m TYPE 1 PIPE BEDDING o `Q' m m m >> M K vvv m 0 m O 4795 f a a a ; p a sa t✓ d>> .. m m m m V Q 0 0 rn rn ?v�v 4795 nnn I m000 Q �I� Z 4790 Q a a a a F- mmmmm 4790 Z M M W � O N 4785 in m z n d a e a ry UTII ---_ r a e a a a 4785 �---� _ Ii N - v�¢z z z ASPHAII 4780 O w � 4/80 w� w z UTIL —- - - r ES p a w - - EXISTING ;w 4775 - GROUND :m 0 o N 4775 Lf I w Q - - _ N 8" PAC SDP-SS SS - - - - - - - - --- _ LJ N_ c 4770 ASTM 0 3034 MAINTAIN 115 _- ---_ -- 6.43% (A.B.) MIN. SEPARATION - ---_ - 4770 WA TFP MAIN CPO �. W o _ J Z 4765 >> J w 1.39 B.) INSTALL 361 4765 > m PVC SDR-35 SS O w z ASTM D-3034 N u 0. ®1],6!3'f i 4760 w a V aaa�Ecr No 0 4760 0 a as oas0 ar na h aa^ nea^ naM. O n00 na M n�Nn N�n00 a nh� nO' l � 0 t2 O _^OD nf mN N r 0r fO`On !� 0 00 Ylr Oaa0� ��a N1�a OWNO 4JNmj MN OO DCnD 0 �OL ° M <O00mwm Dm 00 n00 m 0 Dm W� 0 0 0m m D D� w 0 0 r� ^ l O�Cn rCn �Op n OO° r0 m - N nN rN ^N a a a a a a a a a a as as as as as as as as as as as as as as a^a as as as 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+as e^y ae �a as ae as �a as sa as ea^^ ay as a^a -- n•.,. �..v, 50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 �.0 3 I moo g > N - - - a ou I Ali _ =� o SCALE - - - - - HORIZ: 1" = 50' � -/� VERT: 1" = 5' LOT 1 LOT 18 r w�"nt h4. 1 1 x17 HORIZ: 1" = 1 DO' ST 14+14 ALEXANDER 1 1 x 17 VERT: 1" = 1 D' 1�nF c STA 4+25(CLIFDEN) h { z p >' SyF LOT 3 LOT 4 LOT 5 LOT 6 OS-1 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 w MH 9 y 4y1l- " ALEXANDER ST EET ? LOT 2 = o 0 0 (33' TBC - TBC) LOT 17 3 3 Y Y 0 M W ti + a + + + + O O a + + I + 'J z gg a NEW 8" SS LOT 18 1 O a O LOT 33 w LOT 21 LOT 22 LOT 20 LOT 23 OS-2 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 q LOT 29 LOT 30 LOT 31 LOT 32 MANHOLE COORDINATE TABLE MH NO. STATION NORTHING EASTING 4 C = 6 4+44 165.10 683.38 ¢ LOT 19 LOT 34 •� 7 7+68 164.34 1007.38 y _ ---- ----- --------- - ^�' J 8 1 1+00 163.56 1339.74 ------ , -_--- }' 9 14+14 162.83 1653.38 - _ - - _ 6- _- - O Ed.94 AA t - - - � -�e LOT 35 € =v LOT 50 - � 5 � 86 D ALEXANDER STREET RECORD DRAWING 4800 TYPE A TRENCH BACKFILL aeoo � TYPE 1 PIPE BEDDING --- O m m m m o d m m ��� o ., 4795 mmmm dd 3 x w 'o Don N n 4795 N W 0 0 09 ^0 0 con rr� nn a as Q in in W�o a s i N Z 4790 a a ` °na0 O 4790 1 1 i N Q 4785 - v w. i< + ASPHALT' r- 85 4780 _ _ _ - _ - UTIL_ _ -- �, - - N W cr UTIL EXISTING UTIL 4780 O N z w, GROUND p CL 3 m W I _ 3 4775 O_ —_ _ -- - _..__ __ Z + 4775 X LLJ N W Q W fN u 4770 MAINTAIN 1.5 MIN. S€PARATION- WATER MAIN CROSSING B" PVC SDR-35 SS W in TALI 3'14 F MIN_ SEPARATION 4770 0L) Ll 332 Lf WATER MAIN CRCSSING `0 8" PvC SDR-35 SS ��' J a a a 39 (A.6.) LL 324 Lf AS 4765 4 8" PVC SDR-35 SS ®�ggy 0.51% (A.B.) Q Q AS0 nD-�3034 0.49% (A.B.) 4765 > W �^ i 0.48% (A.B.) O� o F= m u Na i 4760 w000 PRQIECT NO. 4760 3384.004.043.0310 O N O nW^ n^ nN nO nW nlO nN nO n0 nO na0 nWO nNW n0 a0 n nn n n nW �O Wn00N nn0a0 n°pD� nWOa pW� ma7 Wm WaW n-W WW W �r WNWMj ✓0Y a < � as WO ^b WQn SNEET NUMBERO of 0 Ol O N W W n �O o O O� O° o� ^ mo W W@ W WN WN Fo a0n °D h a a a a a a^a a^a a^a a^a a^a a^a a^a a^a a^a a^a a^a a^a a^a a^a a^a as a^a a^a a^a a^a a^a a< as ad ^a a na a as na Wa< ad a aa a ^snsCID ^snssssns s Ws Wa a s nW m1" n n n nn0W 0D nD 'm 'm aa 0 a1 a^ an a^ an a^ a 41 ^n m" ' DRAWING NUMBER as as a,Q as aaa 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 _3 i I t moo I emu= s - - �w� A_ ao� Z� 1q, TN A oi,00 5' RT(ALL 1) UALS STA 2+35(ST FFORD) w �2 W SS MH#5 7 00 - �� Boa wLOT 18 s1� LOT 33 z P`_ - - LOT 20 LOT 21 LOT 22 LOT 23 2h LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 `r5�, » LOT 30 LOT 31 2+32(CLIFDEN)S A 3 a 30 5' T J NEW SS MHk 12 3 3 + LOT 19 ;,„ - - 0 LOT 34 'i W c'_M1 b 'i NEW SS- ++ v k'F .�:..--- -- '6 00 LLEY >_ N V qg Q Q yK Q v)4<_ N tts In to°< y p O-. O � Nd-n y, vI V, LOT 35 v�e�d „ems n new eend a newt' Ne°x n ��^ a6:9 �: : LOT SO 5 K<: n LOT 37 LOT 38 LOT 39 LOT 40 -3 LOT 41 LOT 42 LOT 43 LOT 44 LOT 45 s SCALE LOT 46 LOT 47 LOT 48 LOT 49 s IF✓n g K LOT 36 LOT 51 VERT: 1" = 5' RNa 1 1 x 1 7 HORIZ: 1" = 100' 5tl — 1 1 x 17 VERT: 1" = 1 0'JH_ ' Za� Y 4 00 O NEST BABCOCK STREET - -- I - Q - - - - - -- ---�z - - - - - - � -- - - - - - - -- � - - - - - - _ : ALLEY1 MANHOLE COORDINATE TABLE MH NO. STATION NORTHING FASTING aeoo TYPE A TRENCH BACKFILL ?Q 4800 5 0+00 -24.90 682.94 = I m 00 TYPE 1 PIPE BEDDING I m ^^-- 10 3+30 -25.67 1012.68 �+ mmm �� o0 z 11 6+53 -26.43 1335.68 m m o < d 12 9+70 -27.17 1652.93 3 a 4795 a n a< o < m o n n 4795 F Q 1 . a 4790 4' a .-» z u,3 0 N�a 4790 p + 77 0 I13 tl 0 1n o a Z 2 m w 0 z Q N 4785 ASPHALT - v -Z 4785 CL N - - _ — UTIL - UAL UTIL o UTIL UTIL UTIL — — -UTIL UTL Z i UTIL UTIL UTIL i y 0 Z N w 4780 v EXISTING WATER CROSSING 4780 5 w N GROUND p W 3 m a J MAINTAIN 1,5' -1 0 w4775 MtN. SEPARATION 4775 t/1 Q o ul w a NSTALL 317 LF c) w 8" PVC SDP 35 SS W EN 4770 �.�,N ASTM D-3034 <��i.. ® 477C 0.51% (A.B.) o U v 0.489. (A.B.) W J N 4765 0.53% (A.B.) Q Z 476' w w w N is O g �= m x< o 4760 wa 4/60 RR00EC7 110. 0 3384, 2 4,043.031 00i b_ ^ m SHEFNUMBERN � . 1 ^O m ! 0O Rp O � O R O 0 y W� � O,a N�� W W� � � � � ^ �� NO m� �- W 0O NO�^ ^ ^ ^ ^ N^ N^ N^ ^ �^ N^ N^ Y^ ^ n ^ N^ N^ N m nmnm O00 0 w a^ N aa n' n ^ RECORD DRAWINGDRAWING NUMBER da �a as a x 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+DO 7+50 8+00 8+50 9+00 9+50 —4 z moo LOT 45 LOT 28 II LOT 11 � a�wV ou W LOT 46 y LOT 29 LOT 12 � ix00 W w LOT 47 C LOT 13 1 'Q n cake has w LOT 30 i P n_ s SCALE m 4 HORIZ: 1" = 50' LOT 48 LOT 14LOT 31 _ 1 ¢ VERT: 1" = 5 Q k a14 � t 191 11x17HV0ERT: 1" = 10' o LOT 49 LOT 32 LOT 15 a x i s z 19 a_ _ 5TA 4+2.L-,(CLFE EN) EQUALS � 2 SIA 14414( XANDER) K NEW SS MH# LOT 51 L o50 l LOT 34 LOT 33 LOT 17 LOT 16 . .X STA 2+35 CLIF EN EQUALS aP Ao S 1 CD �� 1 sTA 9+70 5' T(ALLEv 1) J * NEW SS MHN1 -A-- z rzj z k �NNa z F N �u N } 1 { / - 4- + — 8 has g 8 8 8 8 _ pw4 �- NEW SS MHa13 STL1 5+53 N W SS MH#14I MANHOLE COORDINATE TABLE Qi o PARK-1 MH NO. STATION NORTHING EASTING 13 1+33 -128.931652.70 w_ $€ --- - - -- -- _ _ / 1652 Qi & .70 - - - 12 2+35 -27.17 1652.93 € 9 4+25 162.83 1653.38 14 5+52.93 290.63 1653.65 S 8 C LEFDEN DRIVE 4800 4800 m � TYPE 1 PIPE BEDDING ao m o < a x � K m ^ n m 4795 479500 m m v, N v Z N Q r m a r. mn n 4790 m 4790 " LJ ASPHALT +w c 1 n n (n w O �,cn Q a UTIL -- _ ,' _' _' 4785 N 4785 n SDIEXISTING _ __ Z r GROUND UTIL zL'i w --- N > 4780 E 0 p m w Z CL V) 11 O J ¢ INSTALL 102 L -_----- - - - 4775 4775 g" w U 3 PVC SDR-35 SS - _ Ln W w ASTM�D�-c30034 - 8 - LLJ to i 3.4%(A.B.) / 4770 t4770 �.� Ld m 1,82% (A.B.) J U U Q Q d 4i 4765 O w 4765 D 0 y, m Q 0� Z? PROJECT NO. -a m W R 4760 3384.004.043.0310 4760 8 n N<on,aCnD �rnn nano mmn 0m mm no nO mNm mnan OnanD ,On < mUnOmm°nD n 1 Nmn ODD 000�7 �� Ma'-o rmn7 mQm Omn M°nD mnn Oano nn Mm nn nm nn Mm nn OnT Nnn NQ� mnn Nn nOn mn nn,n7 nnn ONn Nnn nOn nndMn Nnnnn OnnOr nn,no 'nnOMn <Nr aa�n 'Oa��, aOmn aa,np �"aTNn �Na Nmn SHEE NUNBER 0m O OIn pN M O 0 O 0 ry") n� � O OO Om Om Om Om mD N m DRWNG NVNBE R 03 mm ro616,6v V m OW m.DD ma mm mW D mo m nmm '000 mm mo nD nW 10 'Mnn aQ as as as ay as as va ay ay as a� as da as as <a as °a as Qa a as as pv �< as a� as as ay as as a� ay a� as <� <a <a as a a e a a + a a S-5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 ;o 'I LOT 60 - mzz 1 1 r Z2OO - aQW STA 1+;5 END FLOWLINE NEW S ,MH#16 �. / 4781.46'(A.B.) HANLEY AVENUE_ _- _ _ _ _ _ (33' TBC - TBC) to f �-r u 1 v 20' (A.B.) fi w a m W } INS ALL 8' PVC SDP- 5 SS o m PIPE STUBS )e-T oy _ $ S + &10'RT 01.0%I W END NEW S M # CAPS / + Y LOT 52 r LOT 53 LOT 58^ LOT 59 m LOT 64 LOT 65 s I � I LOT 55 LOT 61 c� I g o -- X T NG S MH 1 - 78 9' �I I. N . UT )=4779.10 N . 1 ( 4779.20 - 'N . 1 4779.20 C f' y LOT 66 C , mow LOT 57 LOT 56 LOT 63 LOT 62 I � LOT 54 � • � __ s: ° LOT 60 L LOT 67 `~ m 7 S a m HANLEY AVENUE XC-1 4600 TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4800 TYPE 1 PIPE BEDDING 4805 TYPE 1 PIPE BEDDING 4805Z a SCALE m ^^^^ HORIZ: 1" = 50' m m m m mmmm Q, da v Li a7s5 VERT: 1 = 5' M a a a d 4795 1 1 x 17 HORIZ: 1" = 100' 4800 0 4800 W N m a ma dv 11x17 VERT: 1" = 10' ULGRADEGRADE as a a mnnn MM a d a m Z. = Z 4790 m n 4790 X o+ I a a a w m 47954795 UTIL ASPHALT MANHOLE COORDINATE TABLE �4785 MH N0. STATION NORTHING FASTING d i w- � yQ O15 0+00 -262.83 1874.63 z z 4790 SDI; EXISTING - -�_ _ 4785 4790 i`n L)s E K z b 7s�� 1 GROUND -' � 16 1+75 -87.69 1875.04 - u INSUL m,. UTIL 17 3+05 42.31 1875.35 Z N 4780 I - _ - __ --- - - -- 18 4+25 162.31 1875.63 - SD^ / --- O z w w 4 - -�-- - 4780 19 5+45 282.31 1875.91 4785 - 30 0+00 -263.55 2234.45 a785 IiJ w o MA MIN. S IER EXISTING � 1 wMAW (:BOSSING 31 0+91 -172.55 2234.66 GROUND O Q o w4775 0.77% (A.B.) 120 F 4775 - w i STALL 120 LF J w 4780 -�_ 4780 � Z I A PyCIA.SDR 3.4 55 - LF ILL) 8" AAA., i.9'UG PVC N 2 0 PRESSURE PIPE SS W N 0.79% (A.B.) ® � 4770 1.34% (A.B.) J J U U 4775 4775 � n << L'_I _J Z =" 4765 �j�y J 4765 < < 1 U F 4770 4770 i; N G in X 0 w a 4760 OYma� �m0 M O a Ofs amOI0s0 _ 4765 m a m a 4765 M M N � Nl`I C4 O . OO Omo 0 gm� � mm mm mm m ms mm mM mm Wo mm m mm m dm a^m aamwOa0RECORD DRAWING _c ._.... an°io m w m m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 0+00 0+50 Ls-- mom - Jsi L ST. `o _ O� t .10% > & .3p i 7 za LOT 65 LOT 70 " Z STA 0+00(MONROE)= 'STA 4+2s(HANLEv) LOT 66 LOT 67 LOT 68 LOT 69 STA 7+10(MONROQ) STA 4+25(KIMBALL) a LOT 64 > u u NEW ss MHp21 \ \ LOT 71IJ n 21 p +p p 1 p p 1 �_•p� — — �- p+ I + _ O O O S O 8 STA 3+53 /`MONROE STREET IFS NEW SS MHM20 n (33' TBC TO TBC) + yFt�j. // LOT 59 Q i f SCALE Now 5 LOT 62 a HORIZ: 1" = 50' wW VERT: 1" = 5' z�Na LOT 60 LOT 61 - LOT 72 1107 HORIZ: I" = 100' 1 1 x17 VERT: 1" = 10' : LOT 58 eon z &J? LOT 63 o E MANHOLE COORDINATE TABLE C ` MH NO. STATION NORTHING EASTING I - - - - -- - - --- _ 18 0+00 162.31 1875.63 'r.hy S, - -- 20 3+53 161.48 2228.31 I�I�, ; I Q N - - — - 21 7+10 160.65 1 2585.63 g1 82 g 46DD MONROE STREET TYPE A TRENCH BACKFILL 4800 0 m TYPE 1 PIPE BEDDING --- mmmm mmm m m 1 4795 4795 aae n o00 ao^rr a n n a a d a add Q Q H 4790 � �� N d^ �. - � 4790 p na V n 11 w II N y W `n> 3 0 1I Z II N r J 0 3 V 1 Q 00 � d�_ ASPHALT w o�� -.�i = N 4765 >>> 4/8S UTIL UTIL _ to EXISTING UTIL TELEPHONE w w 4780 UTIL GROUND ®INSUL 4780 > w w o _ - O F- N m a w 2 O w 4775 _-_-- _- -._ - _ _ ----- .---- -- - — 4775 Z _ 12 N a - 8" PVC SDR-35 SS W v1 ASTM 0-3034 INSTALI. 3. u 4770 ®jj,b9T, A" P'vc SDR 35 Ss 4770 W 0.49X (A.B.) nS7R4 L'-3034 a as Q z 4765 4765 n' w w O IV o Z O ' m VPR"'C a0 4760 . w a 4760 x m p r , J3840Ca�43.7��0 O mnrd) nNmamy mdmd mema m<ma ams mas ad dy d a Oa <a <Q Ya Od as ea O <a s ea a as �na Oe d e70 a 7O O In O m ddn0d e mC1nd a� 0<d0 m,O0 NNo n 0n m N nr d O m or n NNNNn "n � n� nnn ni n rn n0 hO0 mnnn ddd dd dd 6 m mmmm mm mm mmmmmmmmm� mm mm mm mm 0, m ad <y Oy QoONyea ow m mn md ma ma mm m`a�Odin�orm rnm ...a:� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+ S-7 ;O m0 . 1W 4 �U O Z y LOT 69 F � ° LOT 57 LOT 56 LOT 63 LOT 62 LOT 71 LOT 70 �� t0 � Oa \ O ` 0 0 30 WIDE'SANITARY o - c I + SEWER,"SEME NT + 8 $ $ $ $ f ZN O - - - - WIMBAII-A-VE'NUE4 - SCALE L -A VK (12' cwaEl ROAD) — — - - — — HORIZ: 1" = 50' _ o (33' TBC - TBC) m STA 4+25(KIMBALL)= Q `� �1 n NEW SS MH#2+ROE) INSTAL_ 3' PIPE STUBS EAST & W T 1 1 X 17 HORIZ:1�� 1 5' 1 00' a r-C' W/END CAPS FOR FUTURE FXIgNSIO S �^ STA NEW SS8MH 23 STA 1+35 6" PVC SDR-35 ASTM b-3 4 11x17 VERT: 1" = 10' �ni I NEW SS MH#22 hi NE 8" PVC L nNSTAL� 2' ACCESS ^ w of a SDR- SS ROAD CENTFR` tD OVER LDDDaiii, z y SEWEP PIPE SEE DETAIL. Wa i LOT 73 LOT 72 d 0 .8 pW �' C:) 71 R �n ao m m MANHOLE COORDINATE TABLE m vva KIMBALL AVENUE MH N0. STATION NORTHING EASTING r° 21 4+25 160.65 2585.63 4795 d N n^ TYPE A TRENCH BACKFILL 22 1+35 -129.35 2584.95 000z I ^e a TYPE 1 PIPE BEDDING 4795 23 7+85 52o.6s 2586.47 I o m m m ro 24 11+51 886.42 1 2587.32 m ,� 4790 na"aa � wYav 4790 UTIL nnnn 4785 -- - - - Q Z ASPHAI I Q 4785 Z "L EXISTING GROUND --_ - -- r - s N \ 4780 vil adv = 4780 [)_ o � I`�ozzz Z � O z _ _v� I 4775 _ It INSTALL 29C 4775 > > w o0 8"-PVC SDR-.i:, N a ASTM D-3034 1 � Q ®3.58E .. m J i w 4770 Z o w 4770 N m o+ o n u) Lj 3: Y N N W a 0 v 4765 7W N In -- 4765 L)J W 0 J 4760 Q Z R' a �� TEIF<3 4760 w o za O m 4755 0 W"niy' naaMrnnam namnaN namnaOI aa0nnaa 'a�nNa V)ma aeal OaI aa aa aa a a a a <a ma aa ma aa aa a a a a aa �*a as 4a ans as as as as a�s as a'sO aO�s 0a0�s ntap�Q Of0l n � SPHREOE1J NU O 4755 C4MBO M D N N O n 338 NE3. R1O1 kr� VI 1 CO r V m 0m 06 -6 06 0a p O � m 4 O i .0 O N G mm mom C � N nm nmnm NO ­0 ° ° OD , n � m O an n Nn No 'm nnnnn ^ ono 06 en ^n n n �� � snn^ a0 " a < , <P DRAWNG NUMBER 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 c Q J—v }o mn z0 0 0 & 0 a � U 2l33%yj^,, z 7 ¢ i r w<R, N a: ac ac o, �^o a s o - �y� STA 22+61 NEW 11H(f STA 15+1' STA 19 SS M +01 NEW SS MHN27 NEW NEW 55 MH#26 4i NN i � INSTALL 12' ACCESS ^ ti ROAD CENTERED OVER E� KI MBALL AVENUE .50' WIDE SAN.TAk� SEWER PIPE.SEE DETAIL + (12' GRAVEL ROAD) SEWER EASEMENT N £ 'I o = � - - - - - - - - - - - - - - - - - - - - - - SCALE vi N N HORIZ: 1" = 50' — — — — — — — -- VERT: 1" = 5' 11x17 HORIZ: 1" = 100' 6 11x17 VERT: 1" = 10' En W IN TALL 3' PI STUBS EAST & WEST INSTALL 3' PIPE STUBS EAST & WEST INSTALL 3' PIPE STUBS EAST & WEST q WEND CAPS FO FUTURE EXTENSIONS W/END CAPS FOR FUTURE EXTENSIONS -W/END CAPS FOP FUTURE ExTENS10NS o; a 8" PVC SDR 35 ASTM D-303q 8' PVC SDR-35 ASTM D-3034 8" PVC 'DR-35 AS'M D 3034 Lcq W 7 U NEW 8" PVC /INSTALL 3' PIPE STUBS EAST & WEST N�a SOR-35 SS jW/END CAPS FOR FUTURE EXTENSIONS e 8" PVC SDR-35 ASTM D-3034 5_ s MANHOLE COORDINATE TABLE KIMBALL AVENUE MH NO. STATION NORTHING EASTING 24 11+51 886.42 2587.32 m m m m TYPE A TRENCH BACKFILL 4785 zs is+tt tz4s.3s z58s.1s ' � ' 4785 TYPE 1 PIPE BEDDING 26 19+01 1636.44 2592.67 ^n- - 27 22+61 1996.16 2596.82 M 7 h S DOio T(T 00 m 00 00 m •-•�1••-• o U a( a m o In�e'o,0e nnnn mmmm a<a a 4780 4780 u z II n n - N i o00o Q r wC)z z Z t0 tG,D Q rnrn � f- Z>>> v�i. , a a as _ Z _ v' u n -., 4775 O 4775 +> W N _ ASPHALT 4770 N rn �.z z z 4770wo:z �ai4mma I N �O e<e Z r a�n v��n O z_Z Z Z W W = O o EXISTING _ �+`+ Z_Z Z 4765 > > w o 4765 GROUND w O O > m � J Q >>>> F a� J Q O m - 4760 w f - w 4760 �i INSTALL.360 ;,F W N Y 1i 8" PVC SDR-35 SS a ASTM 0-3034 -1,ST4L, 390 0 0.55% H" PVC SUR-35 4755 w 4755 ASTM D-3034 INSIA,t 36U JW i ®j--w 8" PVC SDR-35 SS J w J 0.56% (A.B.) ASTM D-3034 J Z Q Q o F 0.48% (A.B.) > a << 4750 N 4750 m ww p Z PROJECT N0. 4 a 4745 1314.004.043.0310 U 4745 w a SHEET NUMBER N O O 0nO0 brd Mrr ,na nr ne a n,��n nan ran ny n naMn OdOo an an an �nan d�o ,Qnyayaaa ayaaOs a0�, aOa <na ay <y av'an "N s ,y(1 a0n� OOs 0Ns ,DOs �nr [OOa, a� O r,0 0s0 mOs O„s O n D nm 0O 0 0 �N 0,N N 0 1p Op 1Nr D � Y ci qO W N0N 0 v � N 0D 00 u� N O^ O NI c r0 O O � O6 6 6 0a6D 00 00 w 00 b0 bN 1 b� 0� 0 0 0 On DRAWNG NUMBER � � r � O p N D � n � � � r� r0 a r� nO nr nr r^ r^ n^ n^ ar ar an an <a da a ar ar a a S— 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 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 z mom _ Jsz �n?io NZ nov o0 > =ado wk� •a; SiA 22+61 NEW SS MHa27 i = as > N��NE I s c m S Mp,SG SHf.� � r o SN�S 5; g q p SCALE p KIMBALL AVENUE & HORIZ: 1" = 50' (12' GRAVEL ROAD) 2 VERT: 1" = 5' nt 1 1 xl 7 HORIZ: 1" = 100' 9 11x17 VERT: 1" = 10' 00 l �z 5q- IL Ll'SS . l �,;�l g` MANHOLE COORDINATE TABLE W} MH NO. STATION NORTHING EASTING $ 27 22+61 1996.16 2596.82 0 Q & 28 26+20 2355.59 2600.97 29 1+55 2355.53 2756.13 ❑ E KIMBALL AVENUE XC-2 4785 TYPE A TRENCH BACKFILL 4785 4780 TYPE A TRENCH BACKFILL 478e b � TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING m m o d p�p w a O U < 5 m 4780 4780 4775 4775 m m Z m m vv Q v Z M 4775 4775 4770 a'r? 4770 0 ¢a nn Qa v) �n 1cl- 4770 4765 4765 4770 �aa0°n°-D-`n0 a a Z ry cV 4 d d 0 O Z w W W L I O tD ry d II tl tl `1{11 W Z 4765 `+ ;�� 4765 4760 4760 > 0O > o Wo z z z Q o m CL � J w _ PRELIMINARY DESIGN _ J J _ FINISH GRADE - EXISTING (n m I GROUND 4755 � f w 4760 — 4760 475 _ W Y o W N ut Lil (N a a EXISTING 0 4755 GROUND 4755 4750 - _ 4750 W u / _ 0.72% (A.B.) J Z U U INSTALL -H L 9 Q Q ter- 8" PVC SDR-35 SS a a ASTM D-3034 4750 4745 4745 > N 4750 0 0.55% �' ww m d z / z� 4 F= 'KOJh CI Y0. a a /Oro ^ 4745 4740 4740 JJFa-no 0a.0aa oJlo 4745 SHELT N01RFR �o OO000 el em o RECORD DRAWING to — T 5- 10 22-00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 0+00 0+50 1+00 1+50 A -- - - YONROE STREET —.— zi 7L_ _ o OU I fflKU pU s Z3 --- '1 PERMANENT DETENTION POND #1 - a`3Nj�y - - I SEE DETAIL -I / - `�q.'y 1 LOT 60 LOT 61 s'Q Boa f �c4rn NZS sr 100 L z R- \ STORM MANHOLE COORDINATE TABLE \ SDMH NO. STATION NORTHING EASTING I _ - 4 3+50 -207.57 1821.40 pp a s y' \ 5 5+15 -207.95 1986.73 6 8+82 -208.81 2352.99 ALLEY 9 \ `o h \ 7 0+25 N/A - VAULT N/A - - y M 8 0+61 -186.69 2897.22 'D ' 64 Y �, y 9 3+62 113.77 2899.67 I, (l'00 L '` x 15" PVC SD o i m OUTLET 4+53 204.77 2900.41 3 LOT 73 � a o 0 6 $ ^ , . z � L01 54 a STA 3+50 NEW 36" ARCP I 7 NEW SD MH#4 I i 0 1� 11 STA 5+15 N STA 8+82 A C K r a Q STA 3+62 1 £ 15" RCP SD NEW SD MH{�5 0 15" PVC SD _ NEW SD MH#6 G ; O1 " ?o NEW SO MH#9 n F w STA 0+61 NEW 36" CMP �!q _ �- 9�j-- - _ _ w��a N NEW 36 A P NEW SO MH#8 (nR ALI to o 0 0 - EX. 15" 0 -'"�-1 - -- - - - ------ - - - —a S HOPE / ` TEA + 5�---------- - -- - - _ _ CONNECT TO END OF EXISTING RCP- --- °y -- SD MH �J7 3 -' -� - -- -- - INSTALL 5 LSEE DETAIL F 12" RCP - 12"RCP �-- o 12' RCP - - REMOVE FLARED END SECTION - STA 4+53 INSTALL FLARED END SCALE NEST BABCOCK STREET CONNECT TO END OF EXISTING RCP CONNECT TO EXISTING FERGUSON AVENUE SECTION W/TRASH RACK 4765.92' (A.B.) INV(N)=g78558- 15" HOPE do 30" ARCP HORIZ: 1" = 50' ( INSTALL 5 LF 12" RCP �I I� - AND REGRADE EX. DITCH LET. JI. TO CONNECT TO NEW SO MH#6 I--il< �J E _ TO MATCH NEW SD OUTLET. VERT: 1" = S' = XISTING 30" n ��--� ARCP CULVERT 1 1 x 17 HORIZ: 1" = 100' 1 1 x 17 VERT: 1" = 10' LJO l FERGUSON AVENUE W. BABCOCK ST. TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4815 TYPE 1 PIPE BEDDING 481 481s TYPE 1 PIPE BEDDING awls - - RECORD DRAWING m � o 0 = a w 4810 m 0)m In Di m m 481014810 _ _ _ _ _ - -- --- - --.. - �1 4810 POURED IN PLACE MAN OLE - - N N W/60" COVER SLAB (8 h Z f M O N n IFCO #772 CAST IRON Q �i GDD W m 0 m.0 FRAME AND COVER. ( .B.) Z 480 f a f e d 4805 4805 _ _ - .g,„ ,.;,„ .. 4805 O u V - - — m 00 0o V O N 8 o Q N mm OD O f an 0 480 m n i n II NOTE: d d _ M_ 4__ 4800 v e a a - °i.0 4800 r a e o ^I `O W v H, APPR X. STA 0+2 - 4+53 N N ? f _01,,^,,� - - aR , w w o^i II 0 z 0 PARA LEL TEL CONFLICT, N o z=3 aD p1>N u n �''-O CONT 70 COORD W/FACILITY OODD 4,0 o m o- a 'D I w z n +�WvN �» f f W .Q.. I10� ,o m En o y W f O w z Z In¢z z OWNE < m N m c�i o O 1,[L o w Q`^�»>ri '^r'. 4795 4795 '� N.0 .0 N f^II `^' m n 4795 3 4795 O- n y. _..- v°i u u� - _ - - d (n o Q=- ---- FINISHED GRADE n N m ri o N -FINISHED'GRADE U. N II n 3 n f/I + U (V 00 00 r N z Z m O n n Z H + w VI F m j.� aCL w 0: o W Q a a Q j a e M w» N z Z p N m Z_ ~ Q o > EXISTING GROUND r3 II II Z o z w?O V) >>>> EXI TING GROUND d w N w W '^ In w�6ASC50U,_ < F <>>> rn ZZZZ ��ZZZ LJ 3 d _ 4790 479 z FILL GRADE TO N m z z z '^z--- 4790 N ¢ 4790 , - - - -- - o awMATCH T.O.P.N aonLJ a IS I J O mn 4785 478 478 mw4785367 LF 36 LF -- - 15" SDR35 PVC, 26.625" X 43.75" RCP, ,O1 LF 165 LF gSTM D-3034,CLASS MI, ASTM C506, 36" CMPI AASHTO M 6 350 LF 15" RC , CLASS III, STM C76 p.37X A.B.)SD ® -SQ O J6X' 0.$0% (A.B.) SD'.O LA)5r 15" SD 35 PVC, AS 3034, SD O 0.35 MAINTAIN 8'S5. 4780 w 4780i t4DX fA B� , 26. 478 4780 _ SO O __1`X EX. 15" ----- CL _- 0.37X (A.B. : SEPARATION Idr HDPE (25 LF O 2 485) SD O 1.OX W CROSSINGS EXTE D EX. ARCP PIPE m 22.5 X 36.25" MAINTAIN (25 O 2,4aV 0.50% (A.B. 1 ' SEPARATION PROJECT N0. 4775 3384.004.043.0310 N 477 _ O 8" W.L. 4775 4775, - - - - - - -. -.- _ 17! fmf0 Mf f 'WfD f d d qf mf UdD Wf dWt 10 f f f d dd f Nd d i d 0d0 f mf 0f0 mf [dO md ad0 mf l 0f0 0d0 DdJ Wd Wf lWdO UOd0D 0d0 md d md aad00 md md 0d0 md NdNd SHEET NUMBER 0 16 o0 00 w w 0 ap w 0 .0 w a0 w w 0 OD w m I, F 1�P P W DRAWING NUMBER - WO SD- 1 0+00 0+50 1+00 1+50 2+DO 2+50 3+00 3+50 4+00 4+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 w3o mo si - Y�1m�a A4S%AN RBbT - -- - - -- _ F�KZ I] -tl� o UCU PERII,004ENT DETENTION P06 D #2 SEE DETAIL 1 7 00 • �� za � r � m LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 --— _ LOT 34 I as 6 00 � I A 0 15" PVC SD STORM MANHOLE COORDINATE TABLE O I I I SDMH NO. STATION NORTHING I EASTING 01 G 1 0+00 -207.37 1309.91 I 2 3+05 -208.07 1614.89 5 00 3 3+83 -208.26 1692.51 44 LOT 45 LOT 46 IOT 47 I.OT 48 LOT 49 I I DET. INLET 7+47 156.12 1693.36 S A 0+00 S1A 3+83 N W SD MH 1 NEW SD MH#j II I iY O NECT TO E D OF E%ISTING RCP - n Ci �41,1"CJI (N)= 4784.46' ( .B.) 15' PVC SON ALL $ LF1 RCPTO C TflNEW D MH - - 4 00� SCALE o wA 1 12" RCP - STA 3+Ds VERT: 1" = 5' W NEW SD MH 2 15' RCP SD 1 1 X 1 7 HORIZ: 1" = 100' ,, WEST BA11COCK ST EET 1107 VERT: 1" = 10' I W. BABCOCK SIT. TYPE A TRENCH BACKFILL o TYPE 1 PIPE BEDDING R �z a Z z m mm mmmm } } p N d dd a 2 0 .\ o 7 n* aa°0°nn°__ Md rnnd0 I � i Z N N H p 9R _ O h it TTT1z", ^ m > Il yj II )-os' II^II mr 1 �j � d' oWzpa nWzp� n Y=)ZD o rn d E%I$71NG GROUNb d » Fri» F »> : z (n � - 4790 Ina z3 Inazzz rn z z z o w r o �- - �� •also Lil 3 a Zi V) as - -- - - En o II �- m 0 4785 a O J m 4785 ~ N 305 LF ° 15" PVC, SDR35, ASTM D-3034, 78 LF. a SD O 15' R P, CLASS II, ASTM C76, 364 LF Z 4780 _ _0.29% (A.1) MAINTAIN 18' SD On� 15' SDR3 PVC, ASTM-D-3034, �'"� Q SEPARATION .247. (FHB,) - O - 4780 w "d O W.L. co 34% (A.B.) ICI C a PROJECT N0. 4775 ._�--- 4775 7384.004.043.0310 o - ° ° M n d v m m n o n m d n ° N n d o m N m Lq RECORD DRAWING SHEET NUMBER 00 0 0 ro ,.I .0 m m m m m m m m m m m m m m m m 00 m 6 0 m n m m a^NO m DRAWING NUMBER d d d ♦ ♦ d d d dl d d d d d d� d d d d d d d d V d d d d, d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 SD-2 W mo0 + 33'TBC 29'AS HALT 1 J I W? Au K W Di r O p ih O� ' LOT 17 --� 5 + 00 =__� �_ a �a o N a 4 33'TBC 29'ASPHALT81. A g 20 0 SIP,- L 0 T 2 m Ary'I�� 0� 4V A B2.D B.> m STA 4+ .21 BCT TBC 18. LT 9.56 O onV BLS -9 4 6\ �9 82.1 AB.) 'Zp a 0 rtP A, hpt 82.2 $TA{ 70 1 ECT,�., N _5/ TBC 13.5 L 79.79 h I'A I e°`07 SS }. Cl S'tP 3 Z e �_ TBC T4 J0 ~~ p�^94`5°Oy \ ° SIDEWALKA+ STA (T�d9T y A5, s0� �o �oz4•ze'M ,& SCALE 81Z SP ,s PBS AS%NT T.OpCC7 1*T LT 8p.05 3)'TBC 9° b m� mo m h b o._ SIDEWALK 1" — 20' � t —T}�i'm '(9C gTA t1+�//6A scT e2 iolP.e.) �0152 1(A.B.)T82. t(A.B.) o N 1 1 X 17: 1" = 40' CrI srA JySt9(48.)STA 13+82.50(0.B. 2p' 33'TBC 29'ASPHALT <T 9 S P STA 4+13.64 END�,T}cT h�'yP �1 N i � ST9 7 T48f TBC ".°°T SO'II - `9 W° LEGEND:55 fn» +�Ie ASPW ,�P A+� "�a ALEXANDER STREET O 3+�6 SIP. xr M ✓ _. 0 3 1 6A Ep' STA 4'7),6q 8p3 9Tq�"I xvvxsg 29'ASPHALT I sTA 5+02.79 BC ROAD STATION, DESCRIPTION, O_ I _�'P\ �� �_P n-` v .� \ 82.7(A.BJ o a n'M 1x _ 2 PA ° zsJ� Bv� y OFFSET, AND ELEV.: ADD azs.(aB.) o 4700.00' FOR USGS DATUM SIDEWALK /� yP'?n 7 ny . B� T STA 5+02.79 82.53 CL ROAD STATION AND - ® ELEV.: ADD 4700.00' 82.9(A.B.) [� O• sT - ,$"� ,p 's� 'o - - - FOR USGS DATUM m 5� p 4 J T+j. P`P j SIDEWALK .(� d i. �I y5i TL N Q� 9�6 TTx 06 sO '• �'� .s FLOW DIRECTION "82.88(A.B.) St 1` ,.0C'T5 m y 6rA JxyO T Cj J s 83.1 (AB.) w v�i rc rc LOTLINE m 82.94(A.B.) 5' SIDEWALK o m 5xT�� 3+659 5•�"eP ibi ^m Iwo s Jx TBC . 3 gP ss e x te° LINE 83.ozU. FLOW EL) q �= `' ',� '` Rr fcT EDGE OF ASPHALT 5' LOT 33 StP, ; fs6,5 ` � SPILL CURB 83.09(A.B.) � a B LOT 18 DECORATIVE CROSSWALK K-2 � ALEXANDER S T R E E TZ C L I F D E N DRIVE R_2 ALEXANDER STREET/STAFFORD AVENUE R-4 &g 1. ALL TBC INTERSECTION RADII TO BE 15' R—1 2. ALL TBC TRANSITION RADII TO BE O S 35 RECORD DRAWING R—4 3. TBC-TOP BACK CURB E 4. BCT=BEGIN CURVE TANGENT 5. ECT=END CURVE TANGENT 6. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER C.O.B. STD. DWG. N0. 02529-8 15' INTERSECTION � � � O RADII(Typ.) N S N 33' BC 29'ASPHALT 33'TBC�-� 35 RQITRAN9i ION (Yp.) l�33'TBC m m p d N 5 1 j 29'ASPHALT�' �35'TRANSITION +—29'ASPHALT i n o p W L O T 36 9 Z RADII(,yp.) ) LOT G W W 7 4WZ pW J Q W W> W Z H> �� Q> CURB RETURN DETAIL a =< Z 1 + + 1 + ox „19. A �,P. o 9� 6 i ox 9 6 LAJ x Q 9eo Ot\A SIOEW 5 I/�` P s• � _ ,sloEwAuc ___ I N tec 669 6`'66 1 N;' 5A ct� -f' q�e169 °c °g1 te° 6 " O 5A A 5\ 0 Q Q °5 6566 o Stv�"16� t r~i` 5t C°\1 lliP Al\ 'l ti SSOC'\1� c�SP P;LS� t m tP 0,1 I N W O 9"�`S 6 \ 0 Z Ox 24 TBC ` 64,06.} - - m ,1CQ 24'TBC�. 0p - - S(P,100 24' TBC lll N e to I� _ _' �cP _ - �0° W J 1 20 O" 00 m "'o W ro �� DECORATNE �' �' DECORATNE J 20' Ox 0�n �'m of (n W m O 20' O i. Q m �m'. DECORATIVE `ASPHALT ,P aYm �T- n h ^,, ASPHALT nP �' 0 6 ,�M SIDEWALK CROSSWALK '� m '-� m Sill K N m CROSSWALK y ..�� CROSSWALK ASPHALT y tiP m m m" Ln n " SIDEWALK `,0c K V) H +C�,1 P ('p J W WEST BABCOCK STRE a I + O OO + WEST BABCOCK STREET I WEST BABCOCK STREET + Q ZQ + 0 + OC + I 4 + 0 + @0 + > O O O O O N O O O O II O om Q REMOVE EXIST.CURB AND ASP�IALT IN SHADED AREA O REMOVE EXIST.CURB AND ASPHALT IN SHADED AREA rrr777gg111 Q INSTALL NEW ASPHALT AND CURB AS SHOWN INSTALL NEW ASPHALT AN CURB AS SHOWN PROJECT NO. N3384004 O SHEET NUMBER � WEST BABCOCK/STAFFORD AVENUE WEST BABCOCK�CLIFDEN DRIVE WEST BABCOCK�HANLEY AVENUE R—2 DRAWING NUMBER R-111 R-11 R 12 D- 1 33' 29•ASPHALT - Z N Zw 4 ' 5 + 00 — a�� oa z y S + 0 N ,h`PB 293 ASPHALT g3?� gCT > w �� 6� � LOT 64 LOT 71 °, #B.. SBc B " 5 �� N P Aww O {,0'�I' 1D 09 c StP, 5tP \}.5 � 'Z�a ✓�J i O $ry.n`P•pO,P O m ^> +h\, +? �0 4AB, "' f�` e 1 ti•0 0 ro .� G: Bcs A' ec 5�. n �, by y h`,Stip A,\ ^ 00ti XV, SIDEWALK I, .40(A.B.)htp AX SPA`,�t h __ -_ - - - _-2, 0G Sn y �i,j a,a SIDEWALK _ SCALE SnwT 20' - z-- T - s sT Do.0 B3.Be y y e. \ n I -- C, teG oo ecT - �_ — -- 1 1 x 17: 1" — 40' 4 81 STA By. STq 8*? C r x 1 �i 4106 09`'� � c1 SO.g3 eq 8.05 60S �(�J AS IPwu Pik P� o� e {.y\?6B �ONIIROE STREET MONROE STREETr 95 > (TB c`I y7 I +MONROE STREET CX, O 0 + 4 ,)'T- y x x 33 TBC 29'ASPHALT .66(A.B.)�r ASPHLLT e(P �P LEGEND: A,,� s.B�J , ; I 22 BC ��8 ss IJ 0 a Ox? OK 33'TBC + Q 0a0 - r i S ki O ao n'TBC 6'6.00 +{T B2 29'ASPHALT Q P �_ 6� Q u 9„a� J O ROAD STATION, DESCRIPTION, _ _ 00�,� s - Q STA 5+02.79 BCT - _ -. _ — ?i` s i 7-- O to B 9 Q Bc lr�B sot ar Bt 11 OFFSET, AND ELEV.: ADD �^ y d° on 0 00 0"� as 1 _ -- 4700.00' FOR USGS DATUM z CL ROAD STATION AND $ 'h r^. m ect 4 a lJ tq 3+ a�'i J •i SIDEWALK 4 V qi aS i s O — - STA 5+02.79 82.53 9 8C 1B I - A3•- ELEV.: ADD 4700.00' rl gtq Jy, �^ ocr pss $'9 SIDEWALK FOR USGS DATUM ��^ 3 0.,0 9 ec J•9 DI t Q. v 0cq J*9 t 0' 8Is •Q,R} FLOW DIRECTION I ` t Nw l STq ro rn z a$ a T ?O s� 4 •0. �J --- LOTLINE t }E tiA ry sc ??g w yNHSTq 8 �(qeJ BJ sr y _ 5' SIDEWALK 1y6 0s II �' J.5 ecT W z F 13J�y 3T3 9J •BJ }�h� r a! a+.?, st„ r � S E rA6 �J TBC �� •� at ' — - FLOWLINE °�0°�0 ti 9� �B��s s 83.27A.B. o 0 9cT p9i rya STq J ( ) EDGE OF ASPHALT xro0.\0A y A 90� v LOT 59 _ � qy�" ems'\ SPILL CURB L 0 T 62 ��0� � �4 �t` o w_s 83.40(A.B.) . cn 0.� 4 DECORATIVE CROSSWALK III I �„I� ^ MONROE STREETZHANLEY AVENUE NOTES: �1 MONROE STREET f KIMBAEE AVENUE o §4 R_6 R-8 : Q 2 ALL TBC INTERSECTION RADII TO BE 15' R—1 O �� O E R—(> 2. ALL TBC TRANSITION RADII TO BE 35' 3. TBC=TOP BACK CURB RECORD DRAW 4. BCT=BEGIN CURVE TANGENT 5. ECT=END CURVE TANGENT 6. ALL SIDEWALK/CURB INTERFACES SHALL -HAVE A PEDESTRIAN RAMP PER C.O.B. STD. DWG. N0. 02529-8 15'INTERSECYION LOT 7 L N �, RADII(typ) - L O T 6 1 m m O 33'TBCI yy•��\' 35'THA SITION p n W d gg ci RADII Oyp)-� 29'ASPHALT � - - -�35'TRANSITION LOT 57 w RADII(t%P.) Y< N CURB RETURN DETAIL Z C t yP ) � 0 A 9 SIDEWALK sy 55 2.2A LT B8. �n yh Z N 1Pf' ID}E-09 1 h4 B \B L H tip >1 S \2 Q �'O O REMOVE EXIST.CURB yne ^ ^ 0g 0^5 y v S` gC c MONROE STREET m AND ASPHALT IN SHADED _ \ ry _ (�P ^ � c1� m 06- "2 + AREA. INSTALL NEW ASPHALTAND CURB A$SHOWN�0' za'TBC &�09. O o`h o� 0't0 Cn Li ALEXANDER STREET y�yQ,rpy 'DECORATIVE 20 pO,,LCA �� ^' I ASPHAI T y l SIDEWALK a m CROSSWALK Z �' Q �01°ry DECORATIVE �� Lv z x•'p'�B96� `6 O ti Yop h„ _ - SIDEWALK 4 + 00 P^� , -+. CROSSWALK D-7 N •6 Yr ?O.Db fCt �+�ti op e� 0,04` ti 0�' py.,`? L.J EL + f `Wo WEST BABCOCK STREET W . Cis o' y' e w I 0 I+ 00 + I > « ®DECORATIVE R V O O D7 CROSSWALK O m O O 0 S W PROJECT NO. U REMOVE EXIST.CURB AND ASPHALT IN SHADED AREA 4 33N,004 j INSTALL NEW ASPHALT AND CURB AS SHOWN A L E X A N D E R STREET O SHEET NUMBER WEST BABCOCK KIMBAEE AVENUE MONROE STREET FERGUSON AVENUE R-4 DRAWING NUMBER M R-10 R-g PARKWAY CURB BULB p-2 R-12 R-13 CASCADE STREET 'Jo K. SITE GRADING/STORM � _�� f � O ` I > Wt - INSTALL TEMP. DET. POND N< DRAINAGE PLAN I =-, SEE DETAIL _-- l INSTALL TEMP. o= DET. POND �'S SEE DETAIL - ' � Wan _ - 4780 - i ax LOT 1 SITE GRADING CONTOURS'MAY ARY D E TO LOT 16 a In CONDITIONS ENCOUNT RED DURING CONSTRUCTION. m �` K -11 \ LOT 3 L LOT, \ LOT 6 -1- _L$T T LOT 8 L07 9 LOT 10 LOT 11 LOT 1 LOT 13 LOT 14 LOT 15 - - 0 LO i _ - - - - --- - LOT 17 �' -_ ------ -- ---- - -- 0X -- 0.51 X (A.B.) - - -- - p.bB71'0.52X (A.B.) 4�,7- 0.6--— - 0% 1:66X - —XALEXANDER -STREET _ �m Q�$ INSTALL TEMP, i�, _ N �= DET. POND #3 - _- m 1 SEE DETAIL 1 J LOT 18 LOT'33 0 3 cf) / LOT 20 LOT 21 LOX 22 LOT 23 2' LOT 24 LOT 25 LOT 26 L LOT 30 LOT 3f --14T 32 QT 27 LOT 28 LOT 29 R:�"I ;� W _ W o ------ r i - -------------- - ' LOT 19 - - LOT 34 e - PHASE , Q 1 785 O BOUNDARY --6.50X - rx Z C --LOT 33 0 LOT SO V 0 U O LOT'39 LOT 40 OS-3' LOT 41 LOT LOT - LOT 4x LOT 45 ` 0 42 k - LOT 46 LOT 47 LOT 48 LOT 49 '1 LOT 36 z _ _ - ----- - -- ----- --- ---- --- LOT 51 - O _ - - ---------------- --------------- - w cn - Q z OS-4 _ CL � Z- - - -� — --- WEST BABCOCK ---- — V Q a rn V O W - ---- -__ N W V) 1 LEGEND 3 Z o V)LLJ o EXISTING CONTOURS ui W r08`5� PROPOSED CONTOURS w ~ o J In SCALE o.5`0% PROPOSED FLOW DIRECTION & GRADE Q z HORIZ: 1" = 50' EXISTING STORM DRAIN MANHOLE > W VERT: 1" = 5' QD PROPOSED STORM DRAIN MANHOLE o 1 1 x 17 HORIZ: 1" = 100' EXISTING STORM SEWER Im 11x17 VERT: 1" = 10' PROPOSED STORM SEWER o PROJECT N0. PROPOSED TEMPORARY RECORD DRAWING sNEE 4NuuBER DETENTION POND n "\ - DRAWING NUMBER PROPOSED DETENTION POND D-3 3 SITE GRADING/STORM =W�3 478a' c wUCC'r C DRAINAGE PLAN INSTALL T M 6 �� D7 P 6 SE AIL PHASE 1 BOUNDARY Q za TEMP. -'DET. POND #7 r VOLUME=2193 CF � Xi ♦_• (UTILIZE EX. NATURAL DEPRESSION) _ ALLEY-- -- EXISTING Ir , ROAD SIDE a a DITCH N m LOT 16 PARK- SITE GRADING i 1y � it ItA ING CONTOURS MAY VARY DUE TO m LOT 65 CONDITIONS ENCOUNTERED DURING CONSTRUCTION. LOT 70 N 0 77— LOT 66 LOT 67 LOT 68 LOT 69 I p o LOT 17 ti LL PERMANENT LOT 64 - - U DET.POND III i� SEE..DETAIL _ - - LOT 71! m n 4 m �7gX I : - -- - D.b97G 0.52% (A.B.) 1.91z (A.B - MONROE STREETRI n' + sz INSTALL PERMA �ItIT DET. PONIC�� �1 oI -,SEIE III- �! �o LOT 33l LOT 59 K 8 LOT 62 t5 •-. LOT 60 - -- - LOT 61 / LO '72 LOT 34 LOT 58 _ € r 5 LOT 63 S a - = ALLEY 3 _ (15° _ - �4L ❑ o � LO I 50 -- LOT 53 / m m o a LOT-56_- s o g o 0 t. I I -- OT 54 - LOT 55 LOT 73 z ---- _ - - --- -- - --- — a LOT S1 --------- LOT 92 -- - oi r \ �~- LOT 57 K z _ o -- - 4 \ f - cn 4790 — - --- -- C Q z IL ILIA I'I Z O z N WEST BABCOCK STREET > a - - - >9 0 = m Not -- -- m w cn < n LEGEND z LLd Of EXISTING CONTOURS uj w __-4785r PROPOSED CONTOURS w `oN J V) a o.s J z`ox PROPOSED FLOW DIRECTION & GRADE Q SCALE EXISTING STORM DRAIN MANHOLE > Lu HORIZ: 1" = 50' N o OD VERT: 1" = 5' PROPOSED STORM DRAIN MANHOLE m 11x17 HORIZ: 1" = 100' EXISTING STORM SEWER PROPOSED STORM SEWER RR0.ECT No. 0 11x17 VERT: 1" = 10' 3384.001 i PROPOSED TEMPORARY RECORD DRAWING DETENTION POND SHEE1 NUMBER PROPOSED DETENTION DRAWING NUMBER Z POND p-4 CUSTOM RELEASE STRUCTURE moo NOTE: x ci GRADE TO DRAIN PERMANENT AND TEMPORARY DETENTION PONDS PERMANENT DETENTION POND PARAMETERS a �i a4 uj0i i�i0 _ AS FILLED TO THE RESPECTIVE POND BOTTOM ELEVATION 15" RCPA "VARIABLE" T a�w0 'MAX` AROUND ND STRUCT. SHALL BE EXCAVATED TO NATIVE GRAVEL MAT'L AND DE . @1 DET. 02 0 W/NATIVE PIT RUN GRAVEL MATERIALS. TOP LENGTH _Y 69' (A.B.) '- 49' (A.B.) No TOP WIDTH -m- 22' (A.B.) yw 21' (A.B.) RIM FLOW DIR. DEPTH 1.0' 1.0' PIPE IN A782:i$ 4782.13 (A.B.) A784-.M 4781.82 (A.B.) _- a33H�4�� IE='PIPE IN` BOTT A78B:30' 4781:76 ((A.B.)) 4781.50 10" SDR 5.16' 10 YR EVENT WATER ELEVATION = "TOP" 1 ( ' TOP A7$t:30" 47.2.76 (A.B.) 4782.50 ? ,=a �2�1 I 4 TIP) _ MAX -4787b0' 4783.51 A.B.(( )) -478&.lW 4783.25 (A.B.) Q ��.� IE="REL` "S%" IE=DISCH OUT" IE=`DI H IN` ) -I I I REQ'D VOL 692 CF 437 CF r way N� 0 0 10' SDR 35 PVC IE="PND OUT' "BOT" i_ 10ztOz10 a \_ pO0O oO0 2.00' - I-I I I- POND OUT 4.78050" 4781.76 A.B. 0 o PVC TEE 094• _ SUMP 1.7-78-Y7' 47779.43 SSSA.B. 4774 4783.75 (A.B.) 10" PLUG WITH I -i _ I I -I I I DISCH IN A38e-TT 4781.76 (A.B.j 4781.50 "ORF" DIA. ORIFICE I I I I- I I I -I I I-I I ORF LDISCH OUT 5.02' 0 4781.76 (A.B.) 4781.50 a s 4.00' _REL -4780..#4' 4781.70 (A.B.) 4781.44 4"-8" COBBLE 4.67' L 12' 12' H 8" DEPTH. DIMENSION S% 0.50% 0.50% AS SHOWN BELOW. o i DETENTION POND DETAIL 0 " a D-3 NTS. 0 D-4 SD-1,SD-2 U 5.00' p p 3.00' TEMPORARY DETENTION POND k WEIR PARAMETERS L p TEMP DETL' TOP L. TOP W. DEPTH BOT. TOP MAX WEIR (� WEIR (D) VOL. WEIR STRUCTURE 3 91, 17' 1.5, 4778.15 4779.65 4779.90 4.37' 0.25' 1652 CF 4 39' 14' 1.5' 4775.50 4777.00 4777.33 1.00' 0.33' 522 CF 5.00' TYP. 5 7T 24' 1.5' 4777.15 4778.65 4778.92 1.40' 0.33' 2151 CF W 6 89' 24' 1.5' 4777.70 4779.20 4779.45 2.75' 0.25' 2502 CF 7 'N/A 'N/A 'N/A 'N/A 'N/A 'N/A 'N/A 'N/A 2193 CF ° D -USE OF NAT. DEPRESSION °go 00°4°�-� € ►Z.I 48" DIA. CONS. ° � E< CUSTOM RELEASE STRUCTURE ALL TEMP. BASINS SHALL HAVE D 4"-8" COBBLE O E s 3:1 SIDE SLOPES - _I- 8" DEPTH q8q££ �S OUTLET PI4STRUCT. ACCESS COVER Ju EXCAV TO EX. GRVLS - 3' /--�Fi NATIVE GRAVEL BACKFILL TO SPEC'D EL. (SEE PARAMETERS- THIS SHEET) L21 TEMPORARY DETENTION POND DETAIL `I D-3 NTS. D-a SD-1,SD-2 o w>z m W 0 INLET PIPE L m DISC m o a MCL ORIFICE a x n d o cxi � ` ✓o CUSTOM RELEASE STRUCTURE-TOP VIEW NTS. a z a g IFCO 772 RING O N COVER B. OR APP'D EQUAL Lil � 0 9.00' (n 8.00' 30" ARCP Q 4.00 0.50 RIM 4790.41 (A.B.) 0 67' EXTEND 0.50'(TYP) 0.50'(TYP) 30"ARCP I cJ I 36` ARCP (TMP) ELEV.=4.Z90.�Q Z ELEV.=A7*9:6 o; F______ 3 , 4789.74 (A.B.) r-_-_ _ -_ , w N I _-_ __ I v_I I i 2.75' 36' ARCP I > 0 O a I j I m a w I i.875 (A. )11..29 I - _ m z o ---- - 15" HDPE 1.88'"0.75 (A.B.) I Ln -- -- ELEV.=47 4.74TEND _--- I 15' HDPE O w L- - ----- J ---- HDPE COUPLING � Z o I I I I 0.75' BAND w w 0 15" HDPE I I I 30" ARCP IF-2.60'J3.49' 2.91'-'11 LEFT SIDE VIEW o I I I FRONT VIEW LL, o I I I I -1 a I I I I Q Q NOTE: > w TOP VIEW CUSTOM STORM VAULT SHALL BE PRECAST m S AND DESIGNED BY THE MANUFACTURER TO CUSTOM STORM VAULT DETAIL SUPPORT H-20 LOADING. MANUFACTURER ',84`DG4D SHALL SUBMIT DESIGN CALCULATIONS SIGNED SHEET NUMBER 00 so-1 NTS. RECORD DRAWING LICDENS DM NDTHE STATEOSIONAL OFSMONTANANGINEER DRAWING NUMBER D-5 60.00' ROW moo - >m V2 a wz� K'�io zJol a 13.50' 33.00' TBC TO TBC 13.50' rc v PEDESTRIAN RAMPS (6" THICK CONCRETE) Ho 0 C.O.B. STD. DWG. NO. 02529-8 SHALL BEE a PROVIDED AT ALL SIDEWALK/CURB 1.00' 2.00' ROAD 2.00 1.00' 1� INTERFACES (TYPICAL). 5.00' 7.50' 7.50' S.00' SEE DETAIL 14.50' 14.50' SIDEWALK~ BLVD BLVD SIDEWALK 1 2 za o �o 2.00% o -- 2.00X 3.00% 3.00% 2.00% 2.00% rnz e 00 0 000 °9°��r -III III TYPICAL- ° ° ° ° " 4" THICK III 3"-1" WASHED ROCK 3 Y Y TYPICAL STANDARD CURB o TYPICAL 3"ASPHALT PAVEMENT r 6" 1}" MINUS CRUSHED 5.50' 11.00 GRAVEL BASECOURSE U Z MIN. 15" UNCRUSHED & o SUB BASE COURSE ,\ COMPACTED SUBGRADE O 0 J 8" WATER MAIN 8" SEWER MAIN z SECTION A-A '-' 60.00' ROW � W y o W 19.00' 22.00' TBC TO TBC 19.00' B 2.00' ROAD 2.00' e' A 5.DO' 13.00' 13.00' 5.00' --- - SIDEWALK BLVD 9.00' 9.00' BLVD SIDEWALK 0 W 5.50'- 5.50' 2.DQ% 2.00% 2.00% 2.00% 3.00% 3.009. e Q °I 11- PI o o 0 o 0 0 0 0 I--I•491 I I r O 4" THICK a�n (TYPICAL CURB BULB INTERSECTION PLAN 4"-1" WASHED ROCK - of TYPICAL V STANDARD CURB TYPICAL 3" ASPHALT PAVEMENT 6" 1}" MINUS CRUSHED GRAVEL BASECOURSE o TBC MIN. 15" UNCRUSHED p SUB BASE COURSE m >m m o a FLOWLINE VALLEY GUTTER COMPACTED SUBGRADE a U a VALLEYFLOWILINE 8" WATER MAIN 11.00' `� VALLEY GUTTER 8" SEWER MAIN EGDE SECTION B-B Z SECTION NOTES: Q Z 1. FOR ALL ROAD AND ALLEY CONSTRUCTION O ASPHALT EDGE 3 OVERBURDEN MATERIALS SHALL BE REMOVED W m TO NATIVE GRAVEL MATERIAL. PIT RUN THICKNESS Ln m SHALL BE FROM EXISTING GRAVEL MATERIAL TO Q TOP OF SUB-BASE GRAVEL. THE MINIMUM PIT = RUN THICKNESS SHALL BE 15 INCHES. THIS REQUIREMENT DOES NOT APPLY TO THE SEWER 2 TYP. PIGMENTED CONCRETE-COLOR o ACCESS ROAD. N 2 TO BE SELECTED BY OWNER z o \ 2. ALL GRAVEL BASE COURSES SHALL BE 6" THICK CONCRETE 0 COMPACTED TO 95% OF THE MAXIMUM DRY j V 8" FL CROSS DENSITY AS DETERMINED BY AASHTO T99. -- - > w --- 3. ALL ASPHALT COURSES SHALL BE COMPACTED L 1/A+I 1rA`/\/ TO 97% MARSHALL. m u v Y Y V V V 4. FULL DEPTH BASE SECTION SHALL BE EXTENDED 5 0 8" WATER 8" WATER UNDER PEDESTRIAN RAMPS LOCATED IN CURB BULBS. 5, P (/) V_ L) LJ BOULEVARD SIDEWALK c \ PEDESTRIAN RAMP (6"THICK CONCRETE) BOULEVARD SIDEWALK w / 8, C.O.B. STD. DWG. N0. 02529-8 w WV PEDESTRIAN RAMP (6" THICK CONCRETE) J FL x MJ NQTL: WHERE VALVE BOXES ARE LOCATED IN C.O.B. STD. DWG. NO. 02529-8 J o (typ.) CONCRETE A PLASTIC SLEEVE SHALL BE Q Z IL PROVIDED AROUND THE VALVE BOX THROUGH REINFORCED WITH 4 2'X 2' CROSSCUT BORDER � Q THE CONCRETE TO ALLOW FOR MOVEMENT OF N THE CONCRETE PAD. WATER VALVE BOXES BARS ON 2' z 2' GRID 6" THICK CONCRETE w a' SHALL BE ADJUSTED TO MATCH THE CONCRETE PLACED ® 3" DEEP. (A.B.) N a ` SURFACE AS SHOWN ON C.O.B. STD. DWG. m 0 3 NO. 02213-2. a VALLEY GUTTER m PROJECT-NO. EGDE o 3384.004 O O SHEET NUMBEI a WATER MAIN VALVE BOX TYPICAL LOCATION W/RESPECT TO CURB BULB AND VALLEY GUTTER VALVE BOX TYPICAL LOCATION W/RESPECT TO CURB BULB AND VALLEY GUTTER 2 DECORATIVE CROSSWALK DETAL DRAWING NUMB( = SCALE: 1":1' D-6 mom 2 N: K� `�L h r2 �zoa s n < 20.00' ROW 30.00' ROW `4 `spa...... 16.00' 1 e.00' Q ALLEY €ALLEY 7.00' 7.00' 9.00' 9.00' g 1.00' 8.00' 8.00' 2:1 MA)( 3.00% 3.00% L1 MAX 1.00' s,^ 2:1 MAX o°o 0 1.00' $ ••• 0 0 0 0 0 0 0°0° 2:1 MAX 2:1 MAX 3.00% 3.00% 2:1 MAX 2:1 MAX °0000 o 0 0000° 2:1 MAX 3" ASPHALT PAVEMENT — 6" 1}" MINUS CRUSHED 3" ASPHALT PAVEMENT GRAVEL BASECOURSE 6" 1}" MINUS CRUSHED woo m MIN. 15" UNCRUSHED GRAVEL BASECOURSE € SUB-BASE COURSE COMPACTED SUBCRADE MIN. 15" UNCRUSHED N N z „ SUB-BASE COURSE 5 ALLEY ALLEY ALLLTLEY�4 �IVr ALLEY 1 DETAILOMPACTED SUBGRADE Z 5_-It�1 ALLEY 1 do ALLEY 3 O W A 6 % ❑ S Io _o 6 Z i a k o k U % m[ Q Q Z Q 30.00' UTILITY EASEMENT WN Q 2 9.00' 12.00' 9.00' SECTION NOTES � N o I n L DRIVE 1. FOR ALL ROAD AND ALLEY CONSTRUCTION ( Z Z N 15.00' 15.00' OVERBURDEN MATERIALS SHALL BE REMOVED O N TO NATIVE GRAVEL MATERIAL. PIT RUN THICKNESS O SHALL BE FROM EXISTING GRAVEL MATERIAL TO 6.00' 6.00' TOP OF SUB-BASE GRAVEL. THE MINIMUM PIT N SLOPE TO MATCH RUN THICKNESS SHALL BE 15 INCHES. THIS I EXISTING GROUND REQUIREMENT DOES NOT APPLY TO THE SEWER p rn ACCESS ROAD. m In vi 2. ALL GRAVEL BASE COURSES SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY V V g DENSITY AS DETERMINED BY AASHTO T99. 3. ALL ASPHALT SHALL SES MIN. 12" UNCRUSHED w TO 97% MARSHALL ASRDETER DETERMINED BE COMPACTED CAASHTOT T99. SUB-BASE COURSE 0 W J c TYPICAL SEWER MAIN J m Q � Q Li $ SEWER MAINTENANCE MAINTENANCE N 0 ACCESS DRIVE n °—ECT N0. g a 3384.004 SHEET NUMB ER RECORD DRAWING m M DRAWING NUMBER D-7 3 m0� (J a � 3 SIDEWALK =oo ; J SCALE HORIZ: 1" = 5' �zoa W 1 1 x17 HORIZ: 1" = 10' WEST BABCOCK STREET N P 8' PARKING STRIPING SHALL BE COMPLETED IN THE SPRING OF 2003. 5' BIKE LANE 4" WHITE STRIPE - p BEGIN/END PAVEMENT STRIPING >rE gv AT PC/PT OF CURB RETURN 10 DRIVING LANE 40' BACK OF CURB z FZ m AT ALL INTERSECTIONS TO BACK OF CURB = 4" DOUBLE YELLOW z � owe Y CONTINUE PAVEMENT STRIPING CENTERLINE STRIPINGwo THROUGH INTERSECTION 10' DRIVING LANE " WHITE STRIPE 5' BIKE LANE �1I I U K 1 .2' I WEST BABCOCK STRIPING DETAIL o 1. ALL STRIPING SHALL BE SOLID THERMOPLASTIC. (TYPICAL) Q z 5.5' 2. SEE SHEETS R-11 & R-12 FOR LOCATIONS Q OF ALL SIGNS/MARKINGS ALONG WEST BABCOCK. m -1STRIPING LIMITS ARE BETWEEN FERGUSON & COTTONWOOD ROADS. W F 3. CONTRACTOR SHALL REFER TO MUTCO. Q C) STOP/STREET SIGN uj 8.0' 3� Z o z N > o N � - \ STOP/STREET 0q � Q 3' \\ m 8.0' _ - i POINT OF TANGENCY OF r j THE CURB RETURN NCL ol O FERGUSON AVENUE STRPWG DETAIL 1 L \ a (TYPICAL) 5' \\ W � o A O m 1. CONTRACTOR SHALL STRIPE A BIKE LANE (4- WHITE SOLID THERMOPLASTIC m E W/BIKE LANE MARKING SYMBOLS) ALONG FERGUSON AVE. BETWEEN Q 0 4.0 WEST BABCOCK ST. & DURSTON RD.. - W m `o LOCAT ION SHALL BE 18' OFF OF WEST TBC. STRIPING SHALL J ~ 2 BIKE LANE MARKING DETAIL STOP AT THE MONROE STREET INTERSECTION (PC/PT OF CURB RETURNS). _ Q Z W (TYPICAL) 2. A TOTAL OF 5 BIKE LANE MARKING SYMBOLS (DETAIL ) w 3 SHALL BE PLACED AT APPROXIMATELY 500' INTERVALS N THE CENTER OF SIDEWALK O O yQg$: THE 5 WIDE BIKE LANE. rn m 0 a 1. MARKINGS SHALL BE SOLID THERMOPLASTIC. - — R—ECT- i 0 2. CENTER OF BIKE ONLY PAINTING SWILL BE 2.5' RIGHT OF J381.00� 4' DRIVING LANE STRIPE IN DIRECTION OF TRAFFIC FLOW. ��M 7� �L/��� ■ SHEET NUMBER n 3. SEE SHEETS R-11 AND R-12 FOR LOCATIONS. ! M 1 S 1 OPTS I FLEET SQN DETAR. r44 STOP'STRE� DETA� (TYPICAL-INTERIOR INTERSECTIONS) (TYPICAL-INTERSECTIONS DRAW NG NUMBER 4. CONTRACTOR SHALL REFER TO MUTCO. W/BABCOCK & FERGUSON) D_8 w3p mo -- - _ - --- --- -- .� - EROSION CONTROL PLAN ao�= DURSTON ROAD SILT FENCE TO BE INSTALLED V — AS ., NECESSARY TO P SIGNIFICANT EROSION N I ' I REDUCE SEDIMEN LOADINGS. P.) i /h r 01 W a .I 1 I / llllllµ�, LEGEND a a I �. - - --- EXISTING CONTOURS PROPOSED CONTOURS � SILT FENCE AS NEEDED EXISTING WATER UTILITIES '^ +.� 0 N ; 0.50% PROPOSED FLOW DIRECTION do GRADE { EXISTING SEWER UTILITIES 4 0 0 �j EXISTING STORM DRAIN nts 1�_ PROPOSED WATER UTILITES rf .� �tAl PROPOSED STORM DRAIN MANHOLE (nts) ILcmi T•♦"• !� PROPOSED SEWER UTILITIES PROPOSED DETENTION POND e I �- 11 t O NOTED 11 -_. 1 1. REFER TO MONTANA SEDIMENT do EROSION CONTROL MANUAL FOR ADDITIONAL INFORMATION ON INSTALLATION, MONITORING AND ll p 1' / 11 ,,� MAINTENANCE OF EROSION CONTROL FACILITIES. 11 I V_ J_� 2. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF CONSTRUCTION AREA WITHOUT PRIOR AUTHORIZATION.3. SOD OR SEED SHALL BE PLACED ON ALL AREAS WITHIN AREA OF DISTURBANCE EXCEPT ROAD SURFACES. SEED MIX SHALL BE „ '� , APPROVED BY THE ENGINEER.',.. r,l, CASIiADE - -1- - - 4. AREAS OF DISTURBANCE INCLUDE: PHAS�1 --- -- BOUNDARY 1 I _ A. THE AREA WITHIN PHASE 1 BOUNDARY EXCLUDING 35' EITHER SIDE OF MAYNARD-BORDER STREAM-DITCH. B. SEWER LINE ALONG KIMBALL AVENUE NORTH OF PHASE 1 TO DURSTON ROAD (35' WIDTH). C. SEWER LINE ALONG DURSTON ROAD (35' WIDTH). o ' D. SEWER LINE I HEADING NORTH ALONG STAFFORD AVE. THEN TURNING WEST TOWARD COTTONWOOD (35' WIDTH). o z E. THE STOCKPILE AREA LOCATED NORTH OF ALLEY 2. 5. PROVIDE SURFACE ROUGHENING ON ALL 4:1 OR STEEPER SLOPES UPON REACHING FINAL GRADE. K PILEa �✓ O�: !/ �� - -- -- - 1 I 6. INSTALL RIP-RAP OUTLET PROTECTION AT ALL PIPE OUTLETS. u a L FOR CESS SOIL n `�' Q�..! SILT FENCE TO BE INSTALLED / D S SOIL j - - - -- - =`-I SIGNIFICANT NECESSARY ER SI PREVENT 1'<l SIGNIFICANT'EROSIOR'AND REDUCE SEDIMENT LOADINGS (TYP.) Q SITE GRADING CONTOURS MAY VARY DUE TO 7 I I _ PHASE , r� 1 VEGETATIVE BUFF Tot Q) CONDITIONS ENCOUNTERED DURING CONSTRUCTION. � ' 1 BOUNDARY ST i RD—BORDER STREAM—DffCH I7 j /�lrwf r- - ALLEY 4 Z, r_� u q - o IV © a _ - > • w ji 0. 1x(A .) DE TEN.ION Q a _r — - _ . N w _ — - - o ' SILT FENCE TO BE INSTALLED SCALE CRIM)AS PROJECT N0. ' GNIFICANTAEROSION AND TO NT " - �j p' r , EET N oa m REDUCE SEDIMENT LOADINGS (TYP.) 1 1 X 17: 1" = 300' W SHEET NUMBER M DRAWING NUMBER 2 D-9 w3p mo >msz �ww4¢ -zo �Jo ww a 1 cp a n Z IN A0 o e as � m : a U Frame and cover to be either Coird No. 52441, MCI 305 frame, 3 rcove w a cover, or IFCO 772 frame, 772-8 cover. Covers shall have Grout invert to apringline o L7 1" pick holes. of pipe if gap between o pipe and channel is U greater than 1/8". Adjustable rings, NOTE: All joints between manhole sections, manhole ring do Pre-cast channel 2" min., 12" max. top section, and around sewer pipe into manhole sholl be watertight. Jointing material shall be "Ram-Nek" or equal �Nv for all joints except between sewer pipe and manhole wall. I =wiz 2-0`�l ��� w 0 5• 5" 8" DI WATER PIPE (typ.) g �\ ��/� (20' FULL LENGTH PIPE) 5 4-0" / 3 1%CTM A-A B" X 8" X 8" FLANGED Precast reinforced concrete manhole riser DI CROSS OR TEE W/T.B. v and eccentric cone top manufactured 7 NTS d 16" centers steps at accordance with ASTM designation C-478. 8" FLANGE x MJ GATE VALVE 16" centers W/V.B.(TYP) a NOTE: ALL FITTINGS SHALL INCORPORATE THRUST BLOCKING IN ACCORDANCE MJ GLAND (typ.) WITH CITY OF BOZEMAN a MODIFICATIONS TO MONTANA o u PUBLIC WORKS STANDARD - Variable SPECIFICAIOTNS FOURTH Shelf-slope 1" per foot EDITION. WERE FLANGED GATE (min.D N (min. VALVES ARE UTILIZED THRUST toward channel. See Section A-A BLOCKING OF THE VALVE IS E E NOT REQUIRED IF A FULL 20' of STICK IS Flexible gasketed joint (typical TML{LEDI PE EXIT NG THE VALVE. o w for precast bases)-see detail r Ro NSTA diue of m a manhole A [H E slope of 1"per fool- 4QTYHCAL VALVE ASSEMBLY n EXISTING SS I Channel to full EXISTING SS SCALE:NTS _ Channel = die o pipe pe depth Q r z cw Cut existing sewer pipe Q `* and extend new sewer i Precast base, minimum o pipe A Ula. of _ into manhole. Connect new thickness is 6 inches. sewer - z sewer pipe to existing sewer N4 bars - 1'-O" c-c All bases reinforced as shown. pipe O o pipe with epoxy coated ductile � � N omni coupling system with the 5-4" dia. y t o appropriate transition gaskets (min.) Q N to match the existing S d and new sewer pipes. CONNECT TO EXISTING MANHOLE K-2i"),SECTION A—A 0 NTS NTS a Z < v w .J 0 0 N � 0 0 O W W Z m Z O J U J W N U I— to a LJ o m o a Lit m J Z J Q n' Q 1 N o O v m p PROJECT NO. O O 3384M4 SHEET NUMBER n RECORD DRAWING DRAWING NUMBER 2 D- 10