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HomeMy WebLinkAboutDurston Road Improvements - 2006 mWo ui CONSTRUCTION DRAWINGS FOR =_�� _ PROJECT- ARE I -- i awe �o I r� ' "�,T DURSTON ROAD IMPROVEMENTS �w 1 �. I• •2.9 ••,,�, JANUARY 2006 LOCATED IN A PORTION OF SECTION 10 AND SECTION 11, ' •" �.°. T 2 S,R 5 E,P.M.M., 40 r GALLATIN COUNTY,CITY OF BOZEMAN,MONTANA FIRE HYDRANT - CONTROL ELEVATIONS (A.B.) SCALE '• DESCRIPTION ELEV. STATION OFFSET LOCATION HORIZ. 1" - 300' o -T� i ♦YA 1 VBM "1'" 4769.45 9+38 39' RT FIRE HYDRANT Arrow Bolt1 FOWLER & DURSTON ROAD S.W. CORNER 11 X 1 7: 1" = 600' VBM N" 4769.59 16+24 36' RT FIRE HYDRANT Arrow Bolt VALLEY DR. & DURSTON ROAD S.E. CORNER) - VBM "19" 4774.19 23+70 41' RT FIRE HYDRANT Arrow Bolt 375' WEST OF MICHAEL GROVE S. SIDE OF DURSTON ® VBM '14' 4771.84 27+09 41' RT FIRE HYDRANT "X' Bolt MICHAEL GROVE & DURSTON ROAD S.W. CORNER VICINITY MAP VBM "24' 4771.84 30+26 59' RT FIRE HYDRANT Arrow Bolt HUNTERS WAY & DURSTON ROAD S.W. CORNER NOAI'F1 VBM "G' 4771.72 35+52 42' RT FIRE HYDRANT Arrow Bolt GREENWAY & DURSTON ROAD S.W. CORNER ���NTApq z NO SCALE VBM 'W' 4769.46 41+61 36' RT FIRE HYDRANT Arrow Bolt WESTERN DR. & DURSTON ROAD S.W. CORNER �.•"' VBM 'N 25" 4769.58 43+85 35' RT FIRE HYDRANT Arrow Bolt N. 25th AVE. & DURSTON ROAD S.W. CORNER �>:- CRAIGNE. •••• INDEX TO SHEETS VBM "WS" 4770.26 47+83 31' RT FIRE HYDRANT Arrow Bolt DRIVEWAY APPROACH TO 2308 DURSTON S.E. CORNER }�7$e1'i7�o0 Ej„� SHEET N VBM 'W23" 4768.16 50+90 32' RT FIRE HYDRANT Arrow Bolt -153' WEST OF N. 23rd AVE. S. SIDE OF DURSTON �D• ice'—"'_ w ow m GENERAL SHEETS • . VBM 'N 23' 4770.87 52+21 54' RT FIRE HYDRANT Arrow Bolt N. 23rd AVE. & DURSTON ROAD S.W. CORNER °'9FTEP``�C2� 1 I_1 COVER SHEET VBM "N 22' 4772:77 55+58 53' RT FIRE HYDRANT Arrow Bolt N. 22nd AVE. & DURSTON ROAD S.E. CORNER 2 I_2 MISCELLANEOUS LEGEND AND NOTES VBM "N 21' 4772.50 58+54 40' RT FIRE HYDRANT Arrow Bolt) N. 21 st AVE. & DURSTON ROAD S.E. CORNER) �� �n 3 1-3 STANDARD ABBREVIATIONS AND NOTES VBM "N 20" 4770+65 61+61 28' RT FIRE HYDRANT Bolt stam ed 258 N. 20th AVE. & DURSTON ROAD S.E. CORNER) RECORI�� ��DRAWING 4 1-4 CONTROL SHEET VBM "N 19" 4775.86 63+84 37' RT FIRE HYDRANT Arrow Boll N. 19th AVE. & DURSTON ROAD S.W. CORNER PRE ROAD PLAN AND PROFILE SHEETS •I 5 R-1 ROAD PLAN & PROFILE 10+00-24+00 - r _ I 4 6 R-2 ROAD PLAN & PROFILE 24+00-38+00 • �. �' ��' � �'� i �] LL 7 R-3 ROAD PLAN & PROFILE 38+00-52+00 •�. �; i �1_;I8 R-4 ROAD PLAN & PROFILE 52+00-END w • _ - _ _ -=IQ WATER PLAN AND PROFILE SHEETS + � �• - (Zy' ;A g W_1 WATER PLAN & PROFILE 10+00-24+00 'L 1. _- `• -•�' '{ �ct` � & 10 W_2 WATER PLAN & PROFILE 24+00-38+00 �1 ♦1 r < "' 11 W-3 WATER PLAN & PROFILE 38+00-52+00 �t`+ r l•4 _ t V �1 = 12 W_4 WATER PLAN & PROFILE 52+00-END v. ,t � 13 W-5 WATER PLAN & PROFILE NEW MAIN 9+59-11+65 SEWER PAN AND PROFILE SHEETS 14 S-1 SEWER PLAN & PROFILE 10+00-24+00 15 S_2 SEWER PLAN & PROFILE 24+00-38+00 ^+-� ++�',° ,�✓'i y j ' 16 S-3 SEWER PLAN & PROFILE 38+00-52+00 q _ �- r 17 S-4 SEWER PLAN & PROFILE 52+00-END Ly 18 S-5 SEWER PLAN & PROFILE N/S SWR ® 1 1+40 m STORM DRAINAGE PLAN AND PROFILE SHEETS 2 {r�� o 0 19 SD-1 STORM DRAINAGE PLAN & PROFILES 20 SD-2 STORM DRAINAGE PLAN & PROFILES Q Ea 21 SD-3 STORM DRAINAGE PLAN & PROFILES f- 22 SD-4 STORM DRAINAGE PLAN & PROFILES O t f Mo 23 SD-5 STORM DRAINAGE PLAN & PROFILES '�'' C/) �' 24 SD-6 STORM DRAINAGE PLAN & PROFILES o INTERSECTION DETAIL SHEETS Z 25 D-1 INTERSECTION DETAILS-NEW HOLLAND DR. & VALLEY DR. ',� C\j O 0 26 D-2 INTERSECTION DETAILS-SPRINGBROOK AVE. & MICHAEL GROVE 0 27 D-3 INTERSECTION DETAILS-HUNTERS WAY-NORTH AND SOUTH O n 28 D-4 INTERSECTION DETAILS-GREENWAY AVE. & N. 27th AVE. I t DURSTON ROAD 29 D-5 INTERSECTION DETAILS-WESTERN DR. & N. 25th AVE.-NORTH 30 D-6 INTERSECTION DETAILS-N. 25th AVE.-SOUTH & PRIVATE STREET 0 31 D-7 INTERSECTION DETAILS-N. 23rd AVE. & N. 22nd AVE.-SOUTH T 32 D-8 INTERSECTION DETAILS-N. 22nd AVE.-NORTH & N. 21st AVE. - ��I -----1�� �� �� • Q 33 D-9 INTERSECTION DETAILS-STONERIDGE DR. & N. 20th AVE.-SOUTH ROAD DETAIL SHEETS < '1 �' q O W W o 0 34 D-10 ROAD DETAILS-TYPICAL SECTION ' j I L ' r', �' (/� �' �' Z N U 1 , Y 'V STRIPING AND SIGNING DETAIL SHEETS > 0 35 T-1R STATION 9+00-38+00 �'-� �� [ti � q O N O 0 36 T-2R STATION 38+00-END Q co � c O m 37 T-3R MISCELLANEOUS DETAILS a 1 37A T-3A STRIPING MODIFICATIONS DETAILS - STA. 8+24 - 11+72 T o 37B T-PR1 PEDESTRIAN REFUGE - N. 25th AVENUE V' O 0 37C T-4A ADVANCE WARNING FLASHER U W. BABCOCK GROSS-SECTION SHEETS � UI 38 XS-1 CROSS-SECTIONS 10+00 - 23+00 = 39 XS-2 CROSS-SECTIONS 23+50 - 37+00 ut 40 XS-3 CROSS-SECTIONS 37+50 - 51+00 V � Q z 41 XS-4 CROSS-SECTIONS 51+50 - 64+00 w N aELECTRICAL PANS '� O 0 1 m 42 E-1R TRAFFIC ELECTRICAL-QUANTITY SUMMARY & PEDESTAL MNTG. a 43 E-2 TRAFFIC ELECTRICAL-WATERTIGHT CONNECTIONS/PULL BOX �� PROJECT N0, �n 44 E-3 TRAFFIC ELECTRICAL-TYPE 2A & 3A SIGNAL STANDARDS , 0 45 E-4 TRAFFIC ELECTRICAL-SERVICE ASSEMBLY DETAIL - 1 17 46 E-5R TRAFFIC ELECTRICAL-WIRING DIAGRAM 1 - SHEET NUMBER 1 47 E-6R TRAFFIC ELECTRICAL-SIGNAL MODIFICATIONS DURSTON RD/19TH AVE 1i 0 48 E-7 SYMBOLS SCHEDULES DRAWING NUMBER 11 49 E-8 LIGHTING LAYOUT = 50 E-9 DETAILS 51 E-10 WIRING DIAGRAMS mom TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS =m� GENERAL PIPING NOTES DOUBLE LINE SINGLE LINE BOUNDARY AND/OR PROPERTY LINE EXISTING PIPE (SCREENED) GATE 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION -� NEW PIPE —J*— KNIFE GATEOF oU0 x x FENCE LINE POINTS. MINIMUM COVER SHALL BE 6'-6'UNLESS OTHERWISE —i1F- BUTTERFLY Woo 0.Z< SHOWN. EXISTING PIPE TO BE ABANDONED - - EASEMENT LINE EXISTING PIPE TO BE REMOVED GLOBE 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE WELDED JOINT BALL SECTION LINE OR DEC LINE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE VEE-BALL THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. T GROOVED END JOINT - FLEXIBLE ` 2hy SEAT PORT 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS GROOVED END JOINT - RIGID ECCENTRIC PLUG W/REQUIRED SEAT LOCATION 87 BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL II FLANGED JOINT PLUG OR COCKFP ROAD (EDGE OF EXISTING PAVEMENT) BE AS SPECIFIED. .._ MECHANICAL JOINT FULL PORT PLUG 4rrrry r`` O rv` 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED NEEDLE �. WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. E NUB h SPIGOT JOINT C'J DIAPHRAGM (RUBBER CASKET PUSH-ON) - - PINCH m O FOUND MONUMENT BOX 5-ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL 6 BALL JOINT N SWING CHECK BE PROVIDED WITH THRUST TIES, BLOCKS,OR ANCHORS, UNLESS ``--WY"all"all111Y-H���----'"' OTHERWISE NOTED, THRUST PROTECTION SHALL BE ADEQUATE FOR IO DOUBLE DISK CHECK a HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. El" 191 FLANGE COUPLING ADAPTER o BALL CHECK A CONTROL POINT 6. SYMBOLS. LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN --' - II FLEXIBLE COUPLING HOSE VALVE SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER FLEXIBLE COUPLING WUH NON FREEZE HOSE VALVE APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT X = NO. IN SPECS o } COORDINATE POINT NECESSARILY USED IN THE PROJECT. �'�T THRUST TIES m STEEL BELLOWS ��I NON FREEZE HOSE VALVE WITH HOSE RACK rE 4 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. � EXPANSION JOINT % = N0. IN SPECS n ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT ELASTOMER BELLOWS SAMPLE F 32+00 WELDED, GROOVED END OR SCREWED PIPING, SHALL BE EXPANSION JOINT SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION MUD CHANGES, UNLESS OTHERWISE NOTED, SEE THRUST DETAILS AND OI ELBOW UP to- PRESSURE RELIEF 0 U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. FOUND C.O.E. BRASS CAP STAMPED W/NO. Q AIR AND/OR VACUUM RELEASE i 8. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE C1 ELBOW DOWN 19 BM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A REGULATED SIDE EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE TEE UP �nN�rn O POINT OF INTERSECTION, SET S/B"x 18' SHALL BE JOINED TO THE COUPLING ADAPTOR �"� PRESSURE CONTROL o w o, �� z - REBAR W/ L.S. CAP STAMPED C-329' f � TEE DOWN -- MULTI-PORT VALVE W 3 9.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. -C i W ] 0 P-3 PIEZOMETER LOCATION AND NUMBER "" (IALL VALVE SHOWN, FOR OTHER VALVE N�n i 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY TYPES,APPROPRIATE VALVE SYMBOL SHOWN.1 g{� X 1000 EXISTING GRADE APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE - - Ui LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT PORTS C CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ARE IMPLIED BY INDICATED FLOW PATTERN. ®1000 FINISH GRADE LATERAL DOWN SOLENOID C.J � 11.THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR SS THE COORDINATING AND PERFORMING THE CONNECTION OF THE CONCENTRIC REDUCER _ y 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS E"Emzzzl -- CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND O Cz7l YLL EDGE OF TREES, BRUSH TO THE WORK OF OTHER CONTRACTORS,AS NOTED. —nl ECCENTRIC REDUCER -4 1 m 12. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE UNIONS EXISTING TREE THATHE CONTTRACTTOR CONNECT SHALL XPOSESTHE EXISTING NG PIPE OR RE, STING PIPE OR © BUSH STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE, MATERAVS. �I BLIND FLANGE AND INVERT ELEVATIONS. PLUG NEW TREE AS SPECIFIED ( CAP -£ S a va SIGN, ONE POST OR TWO POST `'` ANCHOR S m EXISTING MANHOLE ELBOW 90 DEGREE m NEW MANHOLE j CROSS ICU EXISTING UTILITY OR TELEPHONE POLE TEE ti NEW UTILITY OR TELEPHONE POLE GENERAL NOTES: 1. STANDAR LEGEND SYMBOLS AND ABBREVIATIONS ARE SHOWN ON --�-AL_ ELBOW 45 DEGREE o DITCH SHOWING DIRECTION OF FLOW STANDARD EGEND SHEETS. THEREFORE, SOME SYMBOLS OR ABBREVIATIONS LE END SHOWN ON THE STANDARD LEGENDS MAY NOT BE SHOWN ON THE PLANS. E CREEK/RIVER W/ DIRECTION OF FLOW LATERAL �1000--� EXISTING CONTOUR GENERAL DESIGN DESIGNATIONS a z �7000� NEW CONTOUR NOTES SECTION (LETTER) OR ON DRAWING WHERE SECTION Q 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE DETAIL (NUMERAL) �\ OR DETAIL IS TAKEN: O EXISTING STRUCTURE TO BE REMOVED ' LINE FITTINGS. FffTINGSONS WITH OTHER END PATTERNS ARE INGWN WHERE SHOWN Z SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING DESIGNATION �� DRAWING NUMBER o SPECIFICATIONS. X-X (!) N W EXISTING STRUCTURE 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ON DRAWING WHERE SECTION o � ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END OR DETAIL IS SHOWN: : CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. DRAWING NUMBER$ z o DRAWING NUMBER WHERE TAKEN EXISTING A.C. PAVEMENT • 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR (OR SAME DRAWING) Q p SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND DETAIL AND SECTION DESIGNATION Q Q EQUIPMENT IS SHOWN HEAVY LINED. 0 NEW A.C. PAVEMENT • 4. UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL z DRAWINGS. W 0 STANDARD DETAIL NUMBER STANDARD DETAIL DESIGNATION GRAVEL SURFACE SEE DRAWING D-1 THRU D-33 Z w o AT END OF DRAWINGS 0 J o .- CONCRETE WALK STANDARD DETAIL DESIGNATION U) N z O 0 w .1 LIMITS OF TOPSOIL AND SEEDING • 0 z Q 0 w p�p 3:1 -I I EXISTING EMBANKMENT. J w SLOPE AS NOTED ' U _N 3:IT I NEW EMBANKMENT OR CUT SLOPE. = SLOPE AS NOTED n z X:X HORIZONTAL DISTANCE VERTICAL DISTANCE Q W a RIPRAP N O On NOTES: h 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY- PR.ECT NO. 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE D41 7-035 NOTED AS *EXISTING"AND ARE SHOWN IN LIGHT LINE SHEET NUMBER Yo WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- 2 URES ARE SHOWN IN HEAVY LINE WEIGHTS CORD DRAWING. DRAWING NUMBER I 1-2 moo - J i ABBREVIATIONS GENERAL NOTES es?. o - ww zo 1. All construction work on this project shall be completed in accordance with Montano Public Works StandardOV Specifications (MPWSS), Fifth Edition, March, 2003 and City of Bozeman Modifications to the Montano Public Works 0 AB ANCHOR BOLT FB FLAT BAR, FACE BRICK Standard Specifications, Fifth Edition, March, 2004, MTH Addendum No. 1. ABDN ABANDON FC FLEXIBLE COUPLING PL PLATE, PROPERTY LINE ABV ABOVE FCA FLANGE COUPLING ADAPTER PLYWD PLYWOOD 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 PMP PLANT MONITORING PANEL cover of 6.5 feet with respect to finished grade. :`{i a 3H%� ADDL ADDITIONAL EON FOUNDATION PNL PANEL ADJ ADJACENT, ADJUST FES FLARED ENO SECTION PRCST PRECAST IMaintain 18" (vert.) separation between all water main and all sewer main. PREFAB PREFABRICATED ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, o. 'Z� AVE ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER as determined b Owner d the PREP PREPARE, PREPARATION Y an Engineer. p� z° AHR ANCHOR FF FINISHED FLOOR paw ALUM ALUMINUM FG FINISH GRADE PROP PROPERTY 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall PRV PRESSURE REDUCING VALVE field verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. AN ALTERNATE FL FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT The Contractor shall be sole) responsible for an damage to the existing facilities due to failure to locate or ` ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW Y P y 9 g APPROX APPROXIMATE FLEX FLEXIBLE PT POINT, POINT OF TANGENCY provide proper protection when location is known. APVD APPROVED EEG FLANGE PVC POLYVINYL CHLORIDE ARCH ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE PVMT PAVEMENT 6. A list of representatives to contact for information regarding facilities is as follows:ASPH ASPHALT FIN. FINISH RAD RADIUS oRC REINFORCED CONCRETE Montana One Call System Dispatcher 1-800-424-5555 AVC AVERAGE FLR FLOOR RCP REINFORCED-CONCRETE PIPE Northwestern Energy Chuck Busta 586-4612 O A7 FOP FACE OF CONCRETE RD ROAD, ROOF DRAIN NEST Josh Homer 585-2355 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER 7. The contractor shall adjust 9 p P o BFVLV BUTTERFLY VALVE FS7L FABRICATED STEEL j st all valve boxes, curb boxes, and manholes to final rode upon completion of all BETW BETWEEN FT FOOT, FEET REBAR REINFORCEMENT BAR construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall i BE BOTTOM FACE FTG FOOTING, FITTING REF REFERENCE be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will - N BLDG BUILDING F TO F FACE TO FACE REINF REINFORCE not be made. RELOC RELOCATE, RELOCATION BLK BLOCK GA GALL, GAUGE B. All bockfill for utility trenches shall be Type "A", utilizing T g y Engineer. BLW BELOW GAL GALLON REOD REQUIRED Y YP g Type 1 bedding unless directed otherwise b En neer. RST REINFORCING STEEL Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). BM BEAM, BENCHMARK GALV GALVANIZED BOT BOTTOM GALV$ GALVANIZED STEEL FIT RIGHT The cost of this additional bedding shall be included in the unit price bid for water main. i BRG BEARING GND GROUND R/W RIGHT-OF-WAY 9. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. GRTG GRATING BRKT BRACKET SAN SANITARY N N N modifications. Any existing or new valves which control the C.0.8.'s water supply shall be operated by C.O.B. CNAN CHANNEL CSKT GASKET SCHED SCHEDULE personnel only. u,Fow m CHK CHECK GSP GALVANIZED STEEL PIPE SDWK SIDEWALK i CI CAST IRON GVL GRAVEL SECT SECTION 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. Y i - " CIMJ CAST-IRON PIPE MECHANICAL JOINT HGWBAS GYPSUM WALLBOARD SHT SHEET CIP CAST-IRON PIPE FLANGED JOINT HAS Sim SIMILAR 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked m HEADED ANCHOR STUD CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SLP SLOPE in conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as indicated on the plans. g 7z CIRC CIRCULAR HD HUB DRAIN SP SPACE, SPACED SPEC SPECIFICATION 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets ' CL CENTER LINE HDR HEADER SPG SPACING Sg�` CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE sholl be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the I MPDES Permit. E E CLDI CEMENT LINED DUCTILE IRON HK HOOK SPRT SUPPORT CLG CEILING HM HOLLOW METAL s0 SQUARE 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments 4 �o CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO FT SQUARE FOOT indicated on the plans. Elevations are finished asphalt elevations.SO IN SQUARE INCH 5 _ CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL 14. All disturbed ores shall be seeded by the contractor in accordance with MPDES Permit. CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION &g CO CLEANOUT HE HEIGHT, HEAT TRACE SS SANITARY SEWER 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all times in COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD accordance with the concurrent construction plan provided in the project monuol. s COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING S6 COMB COMBINATION HWY HIGHWAY STIF STIFFENER16. The contractor shall be responsible for coordination of utility (phone/power) installation with local utility S CONC CONCRETE OR CONCENTRIC HYD HYDRANT STL STEEL companies. CONN CONNECT, CONNECTION ID INSIDE DIAMETER STRUCT STRUCTURE CONSTR CONSTRUCTION IE INVERT ELEVATION SYM SYMMETRICAL 17. The contractor shall notify One Call ® 1-800-424-5555 for onsite utility location. All existing utilities shall CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE T&B TOP AND BOTTOM be marked before digging. CONTR CONTRACTOR IN. INCH TB THRUST BLOCK CO COORDINATE INFL INFLUENT TBC TOP BACK OF CURB 18. The contractor shall maintain service of all existing utilities. It said service is damaged, the contractor shall CORRDR CORRUGATED INSTL INSTALL, INSTALLATION ,O TF TOP FACE immediately repair the damage at the contractors expense. CP CONTROL PANEL INSTR INSTRUMENT TEMP TEMPORARY, TEMPERATURE THK THICK 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed CPLG COUPLING INSUL INSULATE m X C TO C CENTER TO CENTER INT INTERIOR THRU THROUGH LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See o < T.O. 70P OF measurement and payment in the specifications. mci C,CTR CENTER JB JUNCTION BOX ; x w w T.P. OUTSIDE TOP OF PIPE o `a `a CU COUNTERSINK JST JOIST 20. The Contractor shall notify the Water Deportment a minimum of 24 hours prior to beginning any work. u °d o m o CU CUBIC JT JOINT TOC TOP OF CONCRETE, TOP OF CURB CU FT CUBIC FEET L ANGLE TST TOP OF STEEL 21. All utility conduits for irrigation, electrical, gas, phone, CAN, etc... shall be buried a minimum 24" from CU IN CUBIC INCH LBS POUNDS TW TOP OF WALL finished grade with Type A Bockfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations are CULV CULVERT LF LINEAR FEET TYP TYPICAL shown approximate and sholl be field fit as directed by Engineer. Q UBC UNIFORM BUILDING CODE Z CU YD CUBIC YARD LNTL LINTEL UG UNDERGROUND 22. Maximum top elevations provided for water main construction represent the minimum top elevation of the Q D DRAIN LONG LONGITUDINAL location identified to achieve the required 6.5' cover based on planned street elevations without allowances for Z d PENNY (NAIL SIZE) LP LOCAL PANEL ULT ULTIMATE q P DBA DEFORMED BAR ANCHOR LR LONG RADIUS O UTIL UTILITY construction variances. It is the Contractors responsibility to ensure that the required 6.5 cover over the water 0 N DBL DOUBLE LT LEFT V VALVE, VOLT pipe is achieved. L.J DET DETAIL EVIL LEVELVALVE BOX F- LEVEL VERT VERTICAL 23. Where new pavement is adjacent to existing pavement, sawcut 6" minimum (or as directed by Engineer) from O DI DUCTILE IRON, DRAIN INLET LVR LOUVER the existing edge to provide a butt joint. Tack the sawcut edge with CSS-lh or SS-1h emulsified asphalt prior to Z DIA DIAMETER MATE MATERIAL VOL VOLUME placing the adjacent new pavement. Payment for sawcut & tack is included in the paving unit prices. C)DIAG DIAGONAL MAX MAXIMUM VRFY VERIFY Z DIM DIMENSION MB MACHINE BOLT VTR VENT THROUGH ROOF 24. Any necessary channel grading in order to occomodate culvert piping shall be incidental to culvert installation. Q Q DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER W WIDTH DIR DIRECTION MCP MOTOR CONTROL PANEL WD WOOD 25. Sewer and storm drain manhole offsets are to center of manhole/centerline of piping. 0 Z DN DOWN MECH MECHANICAL W/ WITH O26. Sewer manhole rings and covers shall be D&L Found Ring A-1172, and Cover A-1178. Z W/O WITHOUT 9 Foundry 9 Q DR DOOR MFD MANUFACTURED DWG DRAWING M WL WATERLINE FR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN O EA EACH MH MANHOLE t- W EF EACH FACE, EXHAUST FAN MIN MINIMUM WS WATERSTOP, WATER SURFACEWSTL WELDED STEEL, WROUGHT STEELCO EL, ELEV ELEVATION MISC MISCELLANEOUS DO ELB ELBOW MJ MECHANICAL JOINT Wf WEIGHT Q ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (SEE NOTE 4) WTR WATER Q O ENCL ENCLOSE N WV WATER VALVE N ENGINEER NOO NUMBER NOT IN CONTRACT WWF WELDED WIRE FABRIC Q EP EDGE OF PAVEMENT NOM NOMINAL WWM WELDED WIRE MESH Z EDE EQUAL, EQUALLY KITS NOT TO SCALE XFMR TRANSFORMER Q EOL SP EQUALLY SPACED OC ON CENTER YD YARD N EQUIP EQUIPMENT OD OUTSIDE DIAMETER EQUIV EQUIVALENT OF OUTSIDE FACE NOTE. Q EW EACH WAY OHP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR E%C EXCAVATE OPNG OPENING USE ON DRAWINGS AND TEXT", PUBLISHED BY THE W N EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) O EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. m EXP 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. PROJECT NO. EXT EXTENSION, EXTERIOR PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONSDa F FLANGE P n.035 FAB SHEEP NUMBER FABRICATE PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE 3 PI PERPENDICULAR PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. DRAWI PJF PREMOLDED JOINT FILLER 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, RECORD DRAWING NG NUMBER FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED I 'j JUNE 1, 1998 AND ADDENDUM 2 DATED MAY 8, 2000. _J m0� N� 0 L� QESC n $d POINT NORTHING TIN �/ RIPTION ��Q,o� 1 10,047.5072 12,077.2785 4773.13 CP "1" 2 10,064.7554 11,087.7701 4770.60 CP "2" 3 10,000.0000 10,000.0000 4767.42 CP "3" 4 10,086.6444 9,136.9022 4772.15 CP "4" :Q o 5 10,044.7432 7.738.0747 4771.36 CP "5" 6 10.113.1064 6.532.5077 4766.80 CP "6" e 7 10,092.5456 8,654.4062 4768.68 CP "7" 8 9,998.1026 9,279.9280 4770.78 CP "8" 21 10,093.3952 7.237.4139 4767.88 TCP 20 to k 0 0 s o u rc � N 0 z SCALE F HORIZ: 1" = 200' �w 11x17: 1" = 400' _ cif$ q q � o 0 z E q w 0 o CP-6 �, 11 DURSTON ROAD �P_, d _ __n CP - - - - - -- - , �. Q — — - _ 71 s--- O Z O 0 q q o 0 C~ C\2 q O C`J C\2 nt O ' a � u (� PRaECr No. 0417.035 SHEET NUMBER RECORD DRAWING 4 p � DRAWING NUMBER S - I-4 ^v om ^ o N n HORIZONTAL SCALE morO STAKING COORDINATES TABLE m b =w�3 06 �S ~ - LOCATION STATION NORTHING EASTING I '^i - - ---_--= CL W. DURSTON/CL STA. 10+00 10+00.00 10087.38 6578.32 Z -� u + UE- Cl W. DURSTON/CL NEW HOLLAND DR. 14+60.07 10079.81 7038.33 UE SCALE �A I � J - - CL W. DURSTON/CL VALLEY DR. 18+07-18 10077-19 7185 AL.41 + + _ _ � + + Q CL W. DURSTON/CL SPRINGBROOK DR. 20+48.35 10070.13 7626.53 HORIZ: 1" = 50' e e VERT: 1" = 5' I 00 o t 5� - W j 1 1 x 17 HORIZ: 1" = 100' �69 - -XA.ye ,� t gG� -- a� •�--- 1 1 x 17 VERT: 1" = 10' lS TP + R 4T -0�- k N4 9 g ZP 0 RZ. 20 6 10 -yx gG 5 75R�� %1�DF�VEWAY DETAIL q 1 DRIVEWAY DETAIL �s�DPoVEWAY DEAL - - 4' DRWVAY DEAL Ni SCAIf:�•-30 q 1 scALE: ,.30' -IG- SCALE: 1•=w i=30 S A 11+72.5}, 25"LT. 25'RT. y o° END ASPHALT TRANSITION, o STA 14+60.15 DURSTON ROAD Q: STA 20+48.43 DURSTON ROAD STA +05.00 NEW HOLLAND DR. BEGIN ttP. ASPHALT, CURB, - - U p STA 0+05.00 SPRINGS OOK DR. R SEE INTERSECTION DETAIL - GUTTER a[ SIDEWALK SECTION '� - - SEE INTERSECTION DETAIL SEE DETAIL�.�.� i SHEET D 1 - .. -, C SHEET D-2 LOT 10 z u�u BIULr-�5 BLOi'r- t, I 31 5 :I 5 �6 r h LGI 15 1 t 1 LOGK 15 1" a ASPHALT TRANSITION, �1'34 T PHASE PHASE 3156 I j44 (P. - 0I;"'-R 5T BLOCK 5 LOOK 15 6PHg5E 5 U BEGINS AT___--- SIDEWALK 0 CURBG E�(ISTING SIDEWALK OLIJLF S 3182 ST 3t 68 ST O11 ER 51. O�IVER 5 EXIST SIDEWALK TO 1 3p80 PHAS BLOCK E 5 r- --STA 9+35.88, 16.6' LT _ ,.IVER IVEF //��REMAIN IN PLACE pLIVEF 5T 4 PHA p32 3p16 5l. _ OLURST{ON ROAD 8 EEN INTERSECTIONS EW 46 i-TBC) -. - O�IVER 5T. OLIVER ST. LIVER 5T LIVER o O� _ _ ---F- - �'1�- 1 1 -.i 1� o' V - p "ES-_- "O _- �;_.�1� - O 1 O O k, _..�_ _- a0 - _ ".. O O -^S �I--. 4- W V it U STA 10+00, - --- BEGIN DURSTON ROAD RECONSTRUC ION `\ CONNECT S EXISTING ASPHALT `ROW LmE 6 SIDEWALK t55 BK SEE DRIVEWAY BEGIN ASPHALT TRANSITION TO TYP. ROAD SECTION STA 10+45 - 1 90 5. BLVD. /- 5.5' BLVD. DEWL SEE DRNEWAY SEE NOTE 23, SHEET I-3 DELETED STA 16+07.21 DURSTON DETAIL BEG ASPHALT ATRANSITION, DETAIL �SEE � SEEEINTERSECTION DETAIL 5j70 DURSTSTA 1+05.00 VALLEY DRON FD IL ROW LINE DETAILSEE RIV�EWAY w E� STA 7+25,52, 9.37' RT v FM 4480 SEE DRIVEWAY ~~ y Lpi ER 186 NOTES: - Elan' P TRAAC D 7 ISION DETAIL PH 1. DRIVEWAY APPROACHES SHALL BE INSTALLED ACCORDING TO COB STO. DWG. 02529-13 UNLESS _ _MITH 5UB�I-A OTHERWISE SPECIFIED. Cps E 4790 2. EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE PROJECT SHALL BE REMOVED/RELOCATED ,�,4- - ACCORDING TO SHEET T-1 AND COB STD. DWG. NO'S. 09810-1 AND 09810-4. NOT ALL SIGNS MAY _F HIGH POINT ELEV = 3+40. 5 4790 BE LOCATED ON PLANS. HIGH POINT STA = 23+40.OB DURSTON ROAD PV STA = 772.2 3. EXISTING MAILBOXES WITHIN THE DISTRUBED AREA OF THE PROJECT SHALL BE RELOCATED _� - -_- _- ��^_- PVI ELEV 4772.22 ACCORDING TO COB STD. DWG. N0. 02529-10. NOT ALL MAILBOXES MAY BE LOCATED'ON PLANS. ----�tJE co - A.D. _ -1.13 0 4785 LOW POINT ELEV = 4767.09 +. 4785 4. THE NEW FULL ROADWAY DESIGN STRUCTURAL SECTION SHALL BEGIN AT 10+00, THC EAST BOUND LOW POINT STA = 15+11.60 K - 106.T7 LANE ASPHALT TRANSITION FROM STA 7+25.52 TO 10+00 SHALL TIE-INTO THE EXISTING ASPHALT EDGE PVI STA = 15+26.75 4 Q e 120' VC It OF DURSTON ROAD WITH A CLEAN CUT ASPHALT EDGE. THE TRANSITION (WIDENED) ROAD SECTION PVl ELEV = 4766.93 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DURSTON ROAD TYPICAL STRUCTURAL SECTION DETAIL. A.D. = 1.44 a4 o m 4790 EXISTING DURSTON ROAD PAVEMENT AND SUBGRADE FROM STA 7+25.52 TO STA 10+00 SHALL REMAIN IN PLACE ry a o u o SIGNING AND STRIPING DETAILS ON SHEET T-1 AND T-3 SHALL BE INSTALLED AS DIRECTED BY ENGINEER K = 69.64 - m m o m 4780 DURING CONSTRUCTION TO MATCH EXTENDED TAPER WEST OF 10+ 0. x - - g6S g n n + m N 100' VC g+ -.- SAP p`,9 RP �R9 ATT10 N n o N °� a G 1 ST '(. Gi w ui a Q m m U w z m b n N n m m n II II > > > j Q 4775 n + a M; m m w w 4775 F- a O a A II n ( + m ¢ > Z It p a w ��DFIVEWAY DEALw _ W � w N w Gi w N V a a -IR-SCALE.1•-}p J U U > 4770 9L 5 5; a a m m w "' CL ASPHALT 0.50. a a 4770 0.94% O 0.50% -0.50% - O Q + 4785 _ - -..- - EXSTiNG - - _- 4765 O g O N - - - _ GROUND. - .. - -- .. � Z O - O O Q + 4760 4760 � o o� Q H ID 4755. I - -- _ 4755 uu a< Q 4750 ss - t'I > 4750 ui f,Jl N ww RECORD DRAWING m Z= J f 4745 x N PROJECT N0. w Q 0417.035 1pn��1 m�a n �nmmb n n nn ryr r^ n n n SHEET N UMBER a m Mmm 0000000 m mON o 0 U m �� 000n 7 n m o mnr m m ^ m m m m 00 00 � N N N 5 � � �nn � � � b � rn ^ ^ 03Wnw r^ r^ rn r^ r^ r^ r^ n^ DRAWING NUMBER as as +a as as as as "a as as as as as `*a as as a.a as as as as as as 'aa as as as as as as as as da <a ea c,r �a as a^ a^ a^ a^ a^ a^ a^ as a^ a^ a^ ay 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 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+DO 22+50 23+00 23+50 24+DO R- 1 w3� N o m HDRIZDNTAL SCALE am: N N " O STAKING COORDINATES TABLE sw=3 n n SO 25 0 50 N a a LOCATION STATION NORTHING FASTING � i N .:C CL W. DURSTON/CL MICHAEL GROVE 27+45.47 10058.66 8323.55 uE ffW� �o + +. + + CL W. DURSTON/CL N. HUNTERS WAY 30+47.95 10053.69 8625.99 ) ���rc $ - - CL W. DURSTON/CL S. HUNTERS WAY 30+48.81 10053-67 8626.85 SCALE o CL W. DURSTON/CL GREENWAY AVE. 35+73.57 10045.04 9151.54 HORIZ: 1" = 50' �6 CL W. DURSTON/CL N. 277H AVE. 37+28.70 10042.49 9306.65 - G� CL HORIZONTAL GRADE BREAK 37+28.70 10042.49 9306-65 VERT• 1" 5' 11x17 HORIZ: 1" = 100' c SeG ZS (a�g•B�`sq S<gPG �j, SZP +�RZZ.:A1682 �II gRl-NOAGsl- , 11x17 VERT: 1 10' o 713 CC TERAE V '�(P AS �l DIVEWAY DEAL DRIEWAY DEAL �3(-oa ��� 1.-� s Gq `yy W�NQ�m Ee'`Vio DURS 0 ROAD � I (50' T - TBC) 1 STA 30+47.94 DURSTON - - > HI 1 STA 0+05.00 HUNTERS WAY STA +28.6 �.BURSTO a E STATION 24+50 YO 28+25 SEE INTERSECTION DETAIL STA 0+07.50 N. 27th AVE. r '" -SHEET D-3 REMOVE TREES AS NECESSARY STA 35+73.5 URS N SEE NTESECTION DETAILn 2622 g REPLACE EXIST SIDEWALK TO TO ACCOMADATE NEW ROAD STA 0+00.00 G WAY AVE. SHE D-4 `� qEf 001L- s o - MATCH NEW ROAD SECTION IMPROVEMENTS SEE INTERSECTION P 4' a SHEET D-4 a� w O O O O - 00 O __----- ------_ice___ _----- _ - z2 O GROO DOVE C .{AEI ILA( �.21 O .-- S38 Oh P� I SEE DRIVEWAY v r 1DpMf1i'1M;. ST 27+45.51 DURSTON a. EOCK 4 517 DOVE L DETAILSEE DRIVEWAYc. DETAIL��� 'Z 1+05.00 MICHAEL GROVE ? e - BLO 3 S INTERSECTION DETAIL o ! I LOT 4 W S EET D-2 v HI GCX E TING 31"X " RCP w FWW _ 2W 5.5' BLVD. V REP CE DAMAGED SIDEWALK, REMOVE AND EPLACE EXIST SIDEWALK STATION D �. ROW LINE 2 +00 TO 29+30 TO ACCOMODATE 51V 1` STORM DRAIN MODIFICATIONS. - 4` 4790 4790 HIGH POINT ELEV = 4772.13 8 HIGH POINT STA = 34+70.15 LOW POINT ELEV = 476&60 DURSTON ROAD PVl STA = 35+00 PVI ELEV= 4772.61 LOW POINT STA = 29+52.95 4785 o ; 4785 A.D. _ 6.42 PH STA = 29+65 K = 96.42 PIA ELEV = 4768.32 A.D. = 1.50 200' VC m m d K = 99.87 4780 m _ 150' VC n o m ,o 4780 + o + p N 4 a ca w < < 0 0 O 0 l.i Or 11 +nt + U o Llj 4775 w Na0 Q m m > > a 4775 < ui N w w w II 6 Z 0 1 s s Q > O m w w w 4770 -0. 3% C� ASPHALT D. 0- a5 57 4770 O CD O _. Q 0 EXSTING _ - - _ - O V) M 4765 4, GROUND "�. cY io�x - .. - 4765 Z O T I l d CD cD 4760 tx,owm---I----- ri" V) O � a N I I4755 -_. _ Nam' 4755 1. DRIVEWAY APPROACHES SHALL BE INSTALLED ACCORDING TO COB STD. DWG. 02529-13 UNLESS OTHERWISE SPECIFIED. U U a a 2. EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE PROJECT SHALL BE REMOVED/RELOCATED Q 4750 I ACCORDING TO SHEET T-1 AND COB STD. DWG. NO'S. 09810-1 AND 09810-4. NOT ALL SIGNS MAY :m 4750 BE LOCATED ON PLANS. N wow RECORD DRAWING 0 v ti 3. EXISTING MAILBOXES WITHIN THE DISTRUBED AREA Of THE PROJECT SHALL BE RELOCATED m F,= ACCORDING TO COB STD. DWG. NO. 02529-10. NOT ALL MAILBOXES MAY BE LOCATED ON PLANS. 4745 R--ECT N0. wcaid _ 4745 0417.035 mnannm�s n.aonnn�s ra^fnns Nra<fns OraN na nns na nns na nns na nns na nns ba nns w1^aO nns ^aons Oanm,so Onena awns O0ans Oba^o Oamts0 Onas Oansa 7O.sn Nams as as 1p�an.sO m�amlso m�a0tso Ona.so a,so ans 'Qna am^ns a^ns ns •+.+ a.s as 0a0s a'sU s ^as nas amOy amma amOs aa� a!s maN^a ama n� Onm ImN� f Om n^ as SHEET N UMBER O m o O mO mm w O N O 6m O mo Moo mm m 00 0 on 0m wo wo p0 0 n0 ^ ^0� 6 ci ci � mp Dpoc5 o6 od � n0 6 O .� m o 0 Oen DRAWNG NUMBER R-2 24+DO 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+02+0 0 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 D0I n IMP �{'1+�� C !� ^� � (n0 _ 1� �o w C f0 Id 1-yj �72�O d O mb mb b f- N-4 oUElff - �,I[ ___-_ _ _DEUETJEu n M N N go In 10 + mn mn U. 41 to ^ryti• y rV a � y„0 a __ y,`0 a^ - 6600 A�6� _-�y a33iy��,� 00 O 9}85� g16T 3 .gyp.Nryh 41 RZ. ytiP ytiP ti O .Q o �P SAP x SZP 9x1q' 0 All SjOE' SSP-59 RS. S eG SSPG 1 0' y fb y^0 O \I y y - OD 00 - 19 41 (p SIP S O _ --- O (�DMEWAY DETAL n DR EWAY DETAL a�DFIVEWAY DETAL 4 n DF�VEWAY DETAL n Df�VEWAY DETAL �DF�VEWAY DETAL �DWVEWAY DETAL Iq SCALE:1'=30 hd SCALE: 1•=30 M SCi1tE:1•= Rd SCALE:,•=30 -IFi$CAIF:1-7p 140 SCAIF: I•=3p R0 SCALF: 1•=30 7 - --- I STA 44+03.10 DURSTON NOTE: SIDEWALK BETWEEN STA 45+00 & STA 51+00 INSTALLED 75 LF. OF NOTE: EXISTI G TREES AND HEDGE BETWEEN STA 46+50 SHALL BE GRADED TO MATCH THE EXISTING GROUND AS NEW 4' CEDAR FENCE & STA 50+ ^�" "^' ^.REMOVED. STA TERSE 0 N. 25th AVE. CLOSELY AS POSSIBLE. APPROXIMATE FG ELEVATIONS INSTALLED 85 L.F. OF , SEE INTERSECTION DETAIL ARE SHOWN. FINAL GRADES WILL BE PROVIDED IN THE SEE DRIVEWAY NEW 4' CEDAR FENCE ALLED 40 LF. OF SHEETS D-5 & D-6 DETAIL a SEE DRIVEWAY SEE DRIVEWAY FIELD BY THE ENGINEER. _,'> > C 4' CEDAR FENCE 0 4i DETAIL�7� DETAIL� 0 0 STA 41+79. 7 DURSTON Q y 00 y y0 y ry0 y 00 y ep y b0 y 00 y 60 y 00 y 0 y 3V p n STA 1+OS 0 WESTERN R. t2 6y' yy. by bb b^ tot 0 S�O 1yk �yh STATION 3 T S TO 40 5 SEE SHEET D-INTERSECTION DETAIL '' b0 °j �' °' 0 -yam' �O p0 ,1A p0 REMOVE AND REPLACE ti REPLACE EX T SIDEWALK TO �4 O H O H O �i b 0 4 O ii ii 0 9 06 p 0 0 0 "� h 6 y b y y MATCH NE ROAD SECT N 8 h �, O �, 0 O p0 p yp O yp p0 SW TO AAND REPLACE o 4' S CTION LINE . � .}BLVD CULVERT REPLACEMENT i ------ _- ----------__- rc �� 4- �-- u _ can rn v ai 1 O O €fs gg -----------_SIDEWK -TRANSI ION t'��RR SEE DRIVEWAY 51 ROW INE DETAIL ! L018 c� AI Y �DURSTONROAD HDRI ON7AL SCALE N?JIjLUCK2 BG) 50 25 0 50 SCALE A SEE DRVEWAY Q SEE SHEET T-PRY FOR fig{5.5' BL ' DETAIL C\ PESTRUN REFUGE DETAI COCK HORIZ: 1" = 50• 'iy ~ -,.- y -' ,� o PLANTERS, ROCK MAIL BOX, LIGHT ,� &g W a e STA 46+02.54 DURS ON POLE AND TERMINATE ELECTRICAL 1 VERT• 1" - 5� N • - SEE DRI AY SEE DRIVEWAY + STA 1+05.00 2400 DURSTON FEED AT PROPERTY LINE TRACT 1 F{ � � _p DETAIL 4' BLVD. DETAIL Z SEE INTERSECTION AIL _ COS 18 1 1 1 7 Of�IZ: _ O I X $6 93 ( SHEET D-6 - � 8 4790 NOTES PEDESTRIMI RAMP DELETED 4790 j 11. DRIVEWAY APPROACHES SHALL BE INSTALLED ACCORDING TO COB STD. DWG. 02529-13 UNLESS DURSTON ROAD 4785 OTHERWISE SPECIFIED. HIGH POINT ELEV = 4768.30 HIGH POINT STA = 47+43.86 LOW POINT ELEV - 4766.20 4785 u 2. EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE PROJECT SHALL BE REMOVED/RELOCATED PVI STA = 47+75 LOW POINT STA = 50+25.53 ACCORDING TO SHEET T-1 AND COB STD. DWG. NO'S. 09810-1 AND 09810-4. NOT ALL SIGNS MAY PA ELEV = 4768.56 PVT STA = 50+29 m U m d BE LOCATED ON PLANS. A.D. _ -1.73 E PVI ELEV = 4765.43 a o rc i o n 4780 3. EXISTING MAILBOXES WITHIN THE DISTRUBED AREA OF THE PROJECT SHALL BE RELOCATED K = 84.51 A.D. = 2.54 Q o o 4780 ACCORDtNG TO COB STD. DWC. NO. 02529-10. NO1 ALL MAILBOXES MAY BE LOCATED ON PLANS. - - - K - 96.19 - No VC 244' VC d p p m O Z of 4775 d + ,^o a + o+ 1I m `�° No a n d d d b b O II F > II II U .. 0 W > W d r W W V1 W H w m O] W 1 V U > U \ 5 Vf 5 N W W m > 0 4770 a w 5 a n _ 5 5 CL ASPHALT m_ - 4110 IL 0 a O c� -050R 30 - 0.507. -O.SOX _ 0,507,- -1.23z _ Q N O In In g0 4765 _ - _ EXSTING _ 4/65 Q O GROUND _ -i H 1 OQ O+ a0 IN Is O o ar 0 4760 �- Iawm •� n 1 a wna- exjlwr•�a Iwn n�sss - -----nl _ _ _ __ 4760 M -_- _ Z - .. alarru__ _e7c O 01 dI Q I In o K 0 4755 4755 r,� I LOCATION STAKING COORDINATES TABLE NI STATION THING EASTING Z Q w 4750 a CL W. DURSTON/CL WESTERN DR. 40+79.62 10038.19 9657.54 4150 N w Zi CL W. DURSTON/CL N. 25TH AVE. N. 44+03.11 10034.23 9981.01 a w w CL W. DURSTON/CL N. 25TH AVE. S. 44+04.83 10034.21 9982.72 m CL W. DURSTON/CL 200q Z RECORD DRAWING CL W. DURSTON/CL N4 23RD AVE..N 52+43.83 10023.93 108211.67 U V~I= PROJECT NO. 4745 x 0 4745 0417.035 M SHEET NUMBER O pf b b01 n� b �O ro�d b b�tbrp m mb m Ob1 m bd bao NNO �MN MMM bd � dO O N . O . b d tib bd rie ri dw w6 roN bb mno ad ad mn � r r h n n "` r n N m� 7� � � rr I � o mm ap -b b 0b 0b wb ow pba . 0 . obobob ow b DRAWING NUMBER O R-3 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 N a HORIZONTAL SCALE - mo�i STAKING COORDINATES TABLE am= z m^ m so 25 o so �a LOCATION STATION NORTHING EASTING N �- '� o J CL W. DURSTON/CL N. 23RD AVE. 52+43.83 10023.93 10821.67 + +, CL W. DURSTON/CL N. 22ND AVE. S. 55+38.10 10020.32 11115.91 +'' '�-~' ��� o� vi m,v CL W. DURSTON/CL N. 22ND AVF- N. 55+38.63 10020.32 11116.45 a a SCALE Woo �� Q CL W. DURSTON/CL N. 21 ST AVE. 58+32.27 10016.72 11410.06 CL W. DURSTON/CL STONERIDGE DR. 61+19.55 10013.20 11697.32 m HQ u HORIZ: 1" = 50' CL W. DURSTON/CL N. 20TH AVE. 61+26.48 10013.11 11704-25 - --- m - VERT: 1" = 5' C * _ CL W. DURSTON/CL STA 64+35.43 64+35.43 10009.33 12013.17 -- - - b33%y 1 1 x 17 HORIZ: 1" - 100' tPh x5o. 9"�6 e 11x17 VERT: 1" = 10' Q �0 �Q Uwc' �^ STA 56+19.61 TO STA 58+68.40 -� gSP Cry DURSTON ROAD SECTION CROWN DEVIATES FROM (50' TBC - TBC) ROAD ALIGNMENT - W L�If11CAA1 WTAL I STA 55+38.62 DURSTON STA 58+32.37 DURSTON m 1._�. STA 0+05.00 N. 22nd STA 1+05.00 N. 21st AVE. WAY MAL SEE INTERSECTION DETAIL n SHEET D-7 do D-8 - Cyr_- 1 STA 52+43.94 DURSTON W ?� tiQ - SHEET D-8 -_ _ o 0+00.00 N. 23rd AVE - - - -- NTERSECTION DETAIL ¢I ? Q~ �20a - T D-7 O�O�A x0 n� W STA 61+19.66 DURSTON o STA 0+05.GO STONERIDGE DR. $ o O 1� ti ry 8 h$ O G n SEE INTERSECTION DETAIL SHEET D-9 rc o " 4G 0y c 0 4 0 0 tiR 1 a p^ �O. GG A SEE DRIVEWAY R ^h ry0 tiQ G TAIL 1 0''� `V 1 0' J x 6 9 - 2 4iSSHEE' -- O DETAIL6 h � � xS A A 525-------=-------, - - - ----- - P k 3 5 3�Il A�- -- <,� N 2ptit- o ------�--------- �a1DFiVEWAYDEfAL �nBB --� -- w --- O 1 5t6 _ AS PER ADDENDUM NO 1: 5^4 d qVf, 52t-�'A;/E ,,, N rn n, E9 F�, Fc dB Pc �' Ee O ?O EXISTING DRIVEWAY APPROACH ON N. d S ,3r n W cn m n' 4.+ Q O .y C� ro B n 'O 'O ?• 'S _ Q o+ J p mo 4± `�• in Se `AO r J� Op. 9 �` E 'P .'.''- 9 WIDTH th ATO MATCH VE CTHE TCOONCRETE THROAT O F - 1 7 u� m + 52 a-P O+ O• Ot' INSTALL APP ACH PER y E W 8 ^T A o - ♦ N >�' S22- to ,P N.2 Ar-. q� r ' �' y m �+� �ro 1st A`" > v[ C.0.8 DETAI D2529-5 _ SURFACE AND WIDTH OF THE EXISTING ►� as I A APPROACH. APPROX. 52 L.F. OF N. 20tho 14 M o m = o m 1 LOCK ! N EE DR V Y.r j1C)�y. ' AVE. SIDEWALK ADJUSTED AND REPAIRED DETAIL TO MATCH FINISH GRADE ON SOUTH SIDE w tl I �o Z Z 520 PVE- 4' BLVD. 6' CUR ALK OF NEW SIDEWALK. f � rn ➢ m _512 v p STA 61+26.59 DUR TON < AVE, T I T 19 STA 1+05.00 N. 2 lh AVE. 4790 Np3rd LOT 4 REMOVE/ EPLACE SOWK TO 1.0. OFF OF PROPERTY LI E BOOCK 1 SHEET DSEE R9ECTION ETAIL 8� 4790 HIGH POINT ELEV = 4771.49 HIGH POINT STA = 56+75.07 DURSTON ROAD VI P STA = 57+00 I I I 4705 PVI ELEV - 4771.93 LOW POINT ELEV = 4767.37 1. DRIVEWAY APPROACHES SHALL BE INSTALLED ACCORDING TO COB STD. DWG. 02529-13 UNLESS o LOW POINT STA = 60+70.97 OTHERWISE SPECIFIED. w A.D. _ -2.12 4785 K = B5.00 li PVI STA = 60+92.72 = 2. EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE PROJECT SHALL BE REMOVED RELOCATED = PVI ELEV = 4766.61 / m m ACCORDING TO SHEET T-1 AND COB STD. DWG. NO'S. 09810-1 AND 09810-4, NOT ALL SIGNS MAY 180' VC A.D. = 3.57 BE LOCATED ON PLANS. o K = 50.47 3 4780 u g a � N - 180' VC 3. EXISTING MAILBOXES WITHIN THE DISTRUBED AREA OF THE PROJECT SHALL BE RELOCATED 4780 _ oo O ACCORDING TO COB STD. DWG. NO- 02529-10. NOT ALL MAILBOXES MAY BE LOCATED ON PLANS, m n m ^ + o + W e N n N 4775 L e > w Q > m m W w o < + ^� 4775 Z twit w CL ASPHALT m w 6i U 0 0% 4770 .77% e 4770 1,30% + n EXSTING GROUND '� u Q w 4765 > 4765 Z O a Q n > Z 0 + 4760 µ- , (n O Lf') . .. - 4760 [C fkf =D Q 0 N 4755 4755 U V �F Z Q Q Q 4750 4750 w Ww RECORD DRAWING z� N o. 4745 x cait RR0.1Ec7 No. wa - 4745 oan.oaa �n t0 M �n m N e M N O n� m m n �p e N of N e N O n M 10 o N op e n m n N m � e m e O N � �n n e SHEE' NUMBER N N of O N M M to m n�f N e e e e o Ope Oe Oe OM n� n�q ODm �ry MIS Om ,t1N �m �00 MN 0)m tOm Mf NM Me 'nm �� one N� nm M� m a On mM n� �'nn �n r i o .n .c6 .O N e , (n O N M O in n� aJr aD oo oo n'00 O'O� n�m �'n� m0� T� �O Op OQ Op O,O 06 O� O O O O O O O O n� O. m ao pd nn n nr: I� m m m W O O N N N NN 8 to in �O �n �n �n �n in �n .n �n n n n n n o f n n h h n n! n 0 n n 0 n o n U �p o o m I� n n f� r m m n� O O N In m �n �n Ip m fn m ID n n n n n n n n n n n n n m In m tp �n to inn [n o rn In n n n F n n n N n N nn nn nn nn n nn nn nn nn nn nn nn nn n nn nn rn nn nn nn nn nn nn nn n nn nao 'n n'n non co ^ro n� nm n� nm nm no nm rn �n �o n n n n n ee ee ea ee ee ee ee ee ee ee ee ee ee ea ee ee ee ee ee ee ee ee 'ae e^ en en en en an en an an an e en en e e e an en an an an nen ^en an <Q aea ORAKING NuuecR e e e a a e e e e a e e e e e e a e e e e e e a 1�52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 R-4 w#p mo STAKING COORDINATES TABLE LOCATION STATION NORTHING EASTING CL W. DURSTON/CL STA. 10+00 10+00.00 10087.38 6578.32 g W w �o CL W. DURSTON/CL NEW HOLLAND DR. 14+60.07 10079.81 7038.33 SCALE m� Sy CL W. DURSTON/CL VALLEY DR. 16+07-18 10077.39 7185.41 HORIZ 1" = 50' ro2o CL W. DURSTON/CL SPRINGBROOK DR. 20+48.35 10070.13 7626.53 VERT: 1" = 5' 1107 HORIZ: 1" = 100' I� 11x17 VERT: 1" = 10' NOTE: LOCATION OF WATER LINE IS APPROXIMATE WI 2 m - -�-� k - DURSTQIIROAD _ I .. r • FSEE • �1 d Iww + _ } Q tan Q lalll d 1a1� O IX lodlt P O O �.. Q lad Q IOIIR _ g 1�'d _ STA 15+96. 17' RT ------ d fold - STA 12+86. 15' RT. 1 TALL 10x8x10 TAPPING INSTALL IOx8x10 TAPPING EE w/8" W.V. & 28 LF DELETED A.B.) STA 23+27, 21' RT TEE w/8" W.V. & 26 LF OF 8" D.I.P. Q' 14- ADJUST VALVE OF 8" D.I.P. STA 15+96. 36' RT z z q BOX TO GRADE INSTALL 8x6xB TEE STA 16+35, 1 B' RT EXST. RIM=4769.70 W ADJUST VALVE PROP. RIM=4771.38 _ �„ z w/28 LF 6" D.I.P. ^7 INV=4762.06 �^ BOX TO GRADE 6 - �� & FIRE HYD. ASSY. e V W-5 FOR INSTALLATION , EXST. RIM=4766.78 ��^ S_ STA. 12+B5, 41' RT. OF 10" WTR FROM STA 9+59 TO STA 11+65 PROP. RIM=4767.41 - ���W-'I`� FF gg INSTALL 8" DIP END CAP w/T. INV=4757.74 STA 19+94, 19' RT STA. 19+93, 41' RT. g� R INSTALL TEMPORARY 2" CORP /COPPER INSTALL 10x8x10 TAPPING INSTALL B" DIP END CAP w/T.B. y EXTENDED TOE, THE SURFACE F R TEE w/8" W.V. & 22 LF INSTALL TEMPORARY 2" CORP W/COPPER ram-• EE 4 AIR RELEASE, SAMPLING & BL WOFF. OF 8" D.I.P. EXTENDED TO THE SURFACE FOR O 8 AIR RELEASE, SAMPLING & BLOWOFF. �7 CORP & COPPER TO BE REM D AFTER TESTING. AR L COPPER TO BE REMOVED AFTER TESTING. o FL�4757.75 (A.B.) INSTALLED FL-4761.48 (A.B.) STA 15+95, 45' RT STA 16+24.1.1, 38' RT INST L 8" D.I.P. END CAP w/T.B. F. HYD ASSY W/ R FL-4759.15 (A.B.) 28 LF OF 6" D.I.P. S£ 4790 4790 DURSTON ROAD 4785 _ 4785 m m 4 s w 4 4780 780 Q Z 4775 _ 4775 H Z O 4770 — 4770 O + 4765 O d N 4765 EC r O H F- Z J - O � O - Z O N o 4760 � 4760 Cif w :x c) a w V7 4755 cxoo ;�x ^ x ^0 4/55 o. 60 no0� Ij mow mok �v~a }�^� u +^ v+�o N� N J Z J Z Q <�Z5.w ra tia 4750 '^ a I ¢ Z c 4750 W w cJ?In3�� ut?r- to_� N ww - RECORD DRAWING m Z� - PROJECT NO. 4745 x tA N - 4745 0417035 W O O 0 SHEET NUMB ER�O O n Go O, O O O G�0 1p_n �-n n h I� n •.n r 'n c c6 m 00 n n n �-1,: t` r r ^ .':^ m^ m n n r m t0 m m L c6 m m m OI m 1��� O W m n 0 O O O O N N..r Cj 9 o 0 o n n n n n ^n n n n ^ ,^�IN. n ^M DRAWING NUMBER < .•Y a O a •< O < a d a . d O ♦ v t �O a < � f ♦ f f < O Y O d O O e < < ♦ f < d O a O V O a O a '+ O� a y ve y a a� V d o♦ 'a a s < O Y _l W- 1 13+50 1a+00 14+50 15+00 15+50 16+00 t5+50 - 15+2^ 18+50 1 21+00 21+50 '2,5n ?3+00 23.50 24+00 STAKING COORDINATES TABLE LOCATION STATION NORTHING EASTING f" io Ni CL W. DURSTON/CL MICHAEL GROVE 27+45.47 10058.66 6323.55 0 5 rc CL W. DURSTON/CL N. HUNTERS WAY 30+47.95 10053.69 8625.99 CL W. DURSTON/CL S. HUNTERS WAY 30+48.81 10053.67 8626.85 SCALE ov CL W. DURSTON/CL GREENWAY AVE. 35+73.57 10045.04 9151.54 = CL W. DURSTON/CL N. 27TH AVE. 37+28.70 10042.49 9306.65 HORIZ: 1" = 50' �No CL HORIZONTAL GRADE BREAK 37+28.70 10042.49 9306.65 I VERT• 1" = 5 1 1 x 17 HORIZ: 1" 100' 11x17 VERT: 1" = 10' `C n ji s ��6 G�- z e - STA 30+38, 62'LT _ ADJUST VALVE p m BOX TO GRADE STA.35+44 TO 37+50 EXST. RIM=4767.51 INSTALLED 2-INCH THICK FOAM THERMAL INSULATING SHEETS PROP. RIM=4767.47 OVER SWALLOW EXISTING WATER MAIN DURSTON ROAD ` us♦ - nos -cu - ,•� s:' N N - _ u u u- -u :a u u -u u_ __- '� _ _u �[ - -Y - -�-�-_- Q � o Q IaQ Q lam _ Q Ia111 IaA O lam Q tam O O O - crs ara I + Q tam Q 1a111 Q i 27+14. 21'RT - - ly _.__-�-. -- . . .- _._- •- _• .- -_. - -rt �rt` . _ ADJUST VALVE BOX TO GRADE STA 0+19, 20'RT + '�- ------ ---.-� EX T. RIM=a768.90 - DJUST VALVE ADJUST ALVE X. STA 34+42 PR RIM=4769.28 BO ES TO GRADE C BOX TO RADE N WATER SERVICE --,•�I ,' } EXST. RIM=4768.84 STA 35+44, 1TRT _ INV=4760.24 EXST. RI =4769.41 INSTALLED OTHERS (A.B.) ADJUST VALVE M. d',• I PROP RIM=4768.22 PROP. RM=4768.71 SEE C OF BOZEMAN BOX TO GRADE STA 27+ 9, 41'RT Is I STA 29+15, 21'RT INV=4760.80 INV-476 .77 WATER & SEWER CARDS EXST. RIM=4771.84 5 ADJUST HYD. & VALVEBOX 0 GRADE ADJUST VALVE STA 30+31 19'RT I PROP. RIM=4771.34 '� INV=4765.50 EXST. RIM= 6R7.63 BOXES TO GRADE fI .Z-I�' Y EXIST. RIM 4770.00BOX { STA 35+52, 42'RT I U d y PROP. RIM 4770.61 PROP. RIM=4768.04 EXST. RIM= 769.07 I ADJUST HYD. & VALVE IN =4760.61 INV=4761.04 PROP. RIM= BOX TO GRADE 333 INV= 760.73 _ I �^ STA 27+34, VALVE PROP RIM-47715.90 Qi -fig ADJUST VALVE ` STA 30+26, 59,RT INV=476 .50 BOX TO GRADE 2 3 UST HYD. & VALVE NO REO'D EXST. RIM=4768.63 PROP. RIM=479.36 XST. RIM=4769.BOX TO GRADE INV=4759.59 50 TA 35+63, 5O'RT O &s ROP. RIM=47 0 69.2 ADJUST VALVE gg INV=4762.50 I BOX TO GRADE S NO ADJUSTMENT REO'D XST. RIM=4772.13 4790 OP IRNM=4764.49 4790 ❑ 8 DURSTON ROAD 4785 4785 � w an m m 4780 4780 I a STA.35+44 TO 37+50 z 4775 INSTALLED 2-INCH THICK FOAM THERMAL INSULATING SHEETS 4775 Q OVER SHALLOW EXISTING WATER MAIN z O -� :2 4770 4770 O - c� Z O Q a + 0() 4765I 1 4765 r O � H Z J p O + 4760 4760 ofw N - Q �o 3 N a 4755 m w 4755 V V n J z d�a z 4750 Q a a N? - 4750 w ww RECORD DRAWING z N 0 4745 2 w.Q PROJECT NO. 47.15 0417.035 n r N d N 0 O�1 - �^ t'^O y M y.N O -.�a ,i] Ip O Ut rn d a O [v ^ 10 ^ aD O .,N a IO ^ T ,T n rt N rn ^ a SHEET NUMBER _ O m ID M O N O tD h iD �D �O m O N - n Oi M N r 01 r7 N O '^ 0 N N Ot N ` F, O O O O O ',O "01 m rn Oi 01 - 6 w Qo w w w w rn rn pi m pi o O no O r-O ^' [V f t0 DRAWING NUMBER ,�n0 14. W-2 .9 STAKING COORDINATES TABLE - mg U� LOCATION STATION NORTHING FASTING CL W. DURSTON/CL WESTERN DR. 40+79.62 10038.19 9657.54 CL W. DURSTON/CL N. 25TH AVE. N. 44+03.11 10034.23 9981.01 CL W. DURSTON/CL N. 25TH AVE. S. 44+04.83 10034.21 9982.72 SCALE Cl W- DURSTON/CI 2400 DURSTON 46+09.11 10031.70 10180,00 X 0 CL W. DURSTON/CL N. 23RD AVE. 52+43.83 10023.93 10821.67 HORIZ: 1" = 50' VERT: 1" = 5' ,a.3N1, 1 1 x17 HORIZ: 1" = 100' 11x17 VERT: 1' = 10' Q moo° Wes STA 30+37 14' RT - P n o z e - r/B' W.V. & 26 LF OF 8 D.I.P. ST 40+46, 15' STA 44+38. 13'RT ADJUST VAL STA 4 +90, 12'RT ADJUST VALVE STA ADJUST VALVE 15'RT m OX TO GR E STA 40+6 14' RT A JUST VALVE ADJUST VALVE STA 50+42, 53' LT a EXS RIM=4766. 7 INSTALL 1 x8x10 TAPPI TEE B TO GRADE * BOX TO GRADE BOX TO GRADE INSTALLED 1" SERVICE (66 LF) � EXST. RIM=4766.1 EXST. RIM=47 7.2 COB STD DWG NO. 02660-6 PRO RIM=4766. 9 w/8" W.V. & 32 LF OF 8" D.LP EXST. IM=476Z22 � PROP. RIM=4767.10 PROP. RIM=4767.24 INV=4759. 9 PROP. IM=4766.89 INV=4759.09 INV=4759.87 x NV=`759.36 DURSTON ROAD O -o - + +-_ -- _ - - lwnl^ a p - - - - - - -- - w + z la Ism twill a ltrm ex t 0�-R---- _d u STA 39 5`&B.) RT STA 40+68, 36' RT �+ STA 43+95, 30'RT - - -- - INSTALL SERVICE (28 O INSTALL 8x6x8 TEE I a ADJUST VALVE Zo zTA 47+8 31'RT - w 7 LF 6" D.I.P. t„ ADJUST HYD. VALVE w rn n z �� BOX TO GRADE � STA 50+90, 32'RT � N ^ C & FHYD ASSY EXST. RIM=4766.80 BOX T GRADE ADJUST HYD. & VALVE " 41 STA 43+85, 35'RT f COB STD DWG N0. 0266 -6 h ADJUST HYD. & VALVE p 4i PROP. RIM=4766.64 pp (IF NE ESSARY) BOX TO GRADE y1 t INV=4759.71 4 EXST. RIM 4767.90 STA 48+25. 58' RT IF NECESSARY) W (IF NECESSARY) e o PROP. RIM 4768.10 NEW WATER SERVICE TO EXS. RIM=4765.82 � TED (A•B•) BOX TO GRADE o v .r a INV 4761.19 BE INSTALLED BY OTHERS PRO RIM=4766.28 18 EXST. RIM=4767.30 INSTALLED BY OTHERS (A.B.) INV=4759.12 PROP. RIM=4 a w g INV=4760.55 f W STA +37. 40' RT STA 40+67, 'RT MS'T D 6" DIP END w/ T.B. INSTALL 8" D. P. END CAP w/T.B. NOTE: LOCATIO OF WATER LINE FA w 61.13 (A B.) FL-4759.73 ( B.) f IS APPROX., B OND VALVE 'm4 S MST D TEMPORARY 2' Jy,ORP & C TUBING C 18 S EXTE D TO THE SURFACE FOR AIR E. SAMPLING & BLOr1yIWMlOFF. N$QTL: OCATION OF WATER LINE N LOCATION OF W TER LINE < & COPPER TO BE rEMOVED AFTER STMG. I APPROX. BEYOND VALVE IS APPROX. BEY D VALVE $ II g n'9< 4790 DURSTON ROAD 4785 W Fi 4780 � oa a Z 4775 4775 a Z 0 4770 4770 Z o 4766 - - - 4765 cy r O Z � O 4760 - - coto 4760 of W M �o - p 3 4755 n"X� 4755 xw +� ook' �a 0 I- �ODU O Jz Z aNa Q- v~iZl�aQ dNa Q 4750 of?a 4750 N zQ RECORD DRAWINGrn 4745 w 0. 4745 PROJECT NO. 0417.035 ♦ - tT ,-.tO ♦ m W, d Nm,np 41 Otn♦p "10'1 "1n0- ,: O,O iO".tnO0t m �OO �D `O bn :'''bn w- t1n0o - t,p0 -Ntn0 1n<0 ntn0 :.`.'tnT N n On n^ ,nO o ,tno n tw N d ,O rn10 ^10 _..<,p bb iO mb b '"1♦0 cO^ m �i H4D tO-tN0 ,ND tT '] D M10 '�htp u. O O ^Nr10I 't"'rt1p0 '�ritD SHEET NUMBER ul O Goo OO ap m DRAWING NUMBER n b p d �♦ d d d ♦ d d d d♦ dY .�< d `�♦ `Td < d d d d d d d d d d d d d d d d d d0 d d d �d d d� d♦ d� d,Y dd d d d d d d� 'd d d dY +♦ d< W_3 4e+00 48+50 49+00 ab ,0+00 50+50 51+00 52+00 STAKING COORDINATES TABLE LOCATION STATION NORTHING EASTING mi UJ w a CL W. DURSTON/CL N. 23RD AVE. 52+43.83 10023.93 10821.67 R"z. Ni CL W. DURSTON/CL N. 22ND AVE. S. 55+38.10 10020.32 11115.91 0 CL W. DURSTON/CL N. 22ND AVE. N. 55+38.63 10020.32 11116.45 CL W. DURSTON/CL N. 21 ST AVE. 58+32.27 10016.72 11410.06 > w��o �a CL W. DURSTON/CL STONERIDGE DR. 61+19.55 10013.20 11697.32 €@ CL W. DURSTON/CL N. 20TH AVE. 614-26.48 10013.11 11704.25 CL W. DURSTON/CL STA 64+35.43 64+35.43 10009-33 12013.17 83 2 .za o2"lrri r� Z ? �_ STA 55+28, 451T ADJUST VALVE BOX TO GRADE STA 61+38, 17'RT C W STA 52+12, 14'RT ! EXST. RIM=4770.16 ADJUST VALVE W ADJUST VALVE STA 53+88, 13'RT BOXES TO GRADE SCALE I$ PROP. RIM=4769.58 BOX 70 GRADE ADJUST VALVE INV=4764.62 EXST. RIM=4767.51 STA 61+56, 18'RT e EXST. RIM=4766.18 BOX TO GRADE (A.B.) PROP. RIM=4767.31 ADJUST VALVE m HORIZ: 1" = 50' o STA 58+25, 15' LT M�NV= cy PROP. RIM=4767.40 EXST. RIM=4769.25 ITEM 301: WATER MAIN VERTICAL ADJUSTMENT 4760.66 BOXES IM GRADE w PROP. RIM=4769.15 o EXST. RIM=4767.56 VERT: 1" = 5' C EXISTING 8- DIP WATER MAIN IN CONFLICT PROP. RIM=4767.55 Z 1 1 X 17 HORIZ: 1" = 100' DURSTON ROAD I wrrH 31' X 51" RCPA STORM DRAIN IS LOWERED 1.6'. INV=4760.90 0 sEEDETAIL 1 =Y� ■ - -�.R IA~ _ _a- IX tmn OM IX t0A�11' O+IX-14n1 ice �- -TmyJ_.N --N THIS SHEET 11x17 VERT: 1" = 10' , p o + - + 00 - I STA 52+33, 48'RT STA'55+07, 14'RT E B ADJUST VALVE O VALVE BOX TO GRAD _ BOX TO GRADE ADJUST VALVE BOX TO GRADE BOX T TO GRADE i E ST. I . 4 EXST. RIM=4770.62 . R =: . EXST. RIM=4768.50 RM=47701 EXST IM477007 BOX TO GRADE w w u v z PROP. RIM=4767.94 POP. RIM=4770.03 EXST. RIM=4770.17 PROP. RIM=4770.14 PROP. RIM=4769.30 to INV=4761.01 INV=4762.90 PROP. RIM=4770.49 INV=4764.03 a INV=4761.73 STA 61+13. 35'RT a STA 61+61, 28'RT 5 INV=4763.03 y ADJUST VALVE .'C. ADJUST HYD. h VAL SS STA 55+24, 50'RT �i R N BOXES TO GRADE BOX TO GRADE. IF CESSARY � R � ADJUST VALVE LV HYDRANT TO BE LOC TED U t ^ BOX TO GRADE Z PROP. RIM= �1 4767.18 IN SI M ,�B $ STA 52+21, 54'RT INV=4760.26 u PROP. RIM=4769.88 STA 58+19, 35'RT yg BOX TO GRADE INV=4761.12 ADJUST VALVE STA 58+54, 40'PT �1 6 STA 55+58, 53'RT BOX TO GRADE(IF NECESSARY) ADJUST HYD. k VALVE ADJUST HYD. & VALVE EXST. RIM=4768.91 BOX TO GRADE EXST. RIM=4770.62 BOX TO GRADE PROP. RIM=4768.50 EXST. RIM=4770.69 PROP. RIM=4770.07 EXST. RIM=4770.51 INV=4761.36 INV=4762.98 PROP. RIM=4769.70 PROP. RIM=4770.10 NO ADJUSTMENT REO'D ! INV=4761.86 C INV=4762.94 _Li NO ADJUSTMENT REO'D NO ADJUSTMENT REO'D 4790 £ E 4790 DURSTON ROAD R31 CP A X 51 4785 4765 t' � A TOP OF 8" DIP N FL = 4764.41 = 4764.14 m o OTTOM = 4764.04 d d a k 4780 TOP OF 8" DIP = 4762.81 4780 a E 45- MJ (8" DIA.) 45- MJ (8- DIA.) a 4775 �i WATER MAIN VERTICAL ADJUSTMENT Z W-4 STA.58+25,16 LT 4775 Z o NTS. O o N 4770 4//p c N 0 I c:I Z Z Q W 0 O 4765 --' 4765 � O ! e Z J O e O + o N (/'1 z 476D 4760 ofW 0 Q H m in 3 N 0 LL) 4755 N W U U = Q Q Q n 4750 m Z N WW RECORD DRAWING g z m Q Q 4745 xx 0- PROJECT N0. W Q 4-,45 0417.035 t0 m - h m N d �n SIN O Ot . m -n O m N f m O n N O m N m O n m n m _.10 O, < m O O tO O n Nd SHEET NUMBER n D O, t0 m O d (p m M N n O, '� M O O O r'II O, O� ,(1 N m 0 N m N `t h O ".10 _O� O O, m Of 10 N M m n n 12 m m rn rn 6 O, r':'m Jr� � O O O �.'O O � � � � O O O O� rn m m '6 � n n n n n -n y,n m m w O Oc N n -n n n n n l- r n n n n r m tD t0 m tp ^ n DRAWING NUMBER a ae 59 6Q,OC 60+50 61+00 W. W_4 3� mo° ti �mz Q�Q V12ZQ �o zJ0 SCALE ��" z p o , U Z HORIZ: 1" = 50' �� ° VERT: 1" = 5' STA 9+61, 14' RT 1107 HORIZ: 1" = 100' �a33tii�,, INSTALL 2" CORP. STOP 1 1 X 1 7 VERT: 1" = 10' FOR TESTING AND FLUSHING IC STAKING COORDINATES TABLE REMOVE AFTER TESTING LOCATION yet STATION NORTHING EASTING V " p� CL W. DURSTON/CL STA. 8+00 8+00.00 10092.56 6378.39 g CL HORIZONTAL GRADE BREAK 9+99.99 10087.38 6578,31 9+ �`- STA 10+28, 15' RT. nil CL W. DURSTON CL NEW HOLLAND DR. 14+60,07 10079.81 7038.33 STA 9+59;9 14' RT INSTALLED 10x8x10 TAPPI W.V. 8" & 26 LF CONNECT TO EXIST. 10" DI TEE w/ ZI REMOVE END CAP & T.B. OF 8" D.I.P. L, INSTALL 10" GATE VALVE ON EXIST. MAIN -- DURSTON ROAD ' I - O+ 1 • STA 9+38.5, 14.0' RT ECTED TO EXISTING 10" D.I.P. I STALLED 10"X6"X 10" TAPPING TEE I � STA 71+65, 15' RT i AND 6" GATE VALVE CONNECT TO EXIST. 10" DIP WATER MAIN REMOVE 10" END CAP, MEGA LUGS, & BLOWOFF STA 9+38.5. 28.3' RT BY CUTTING MAIN BEHIND THE BLOWOFF INSTALLED F. HYD. ASS'Y INSTALL 10" GATE VALVE o w rn W/ 14 LF OF 6" D.I.P. INSTALL 10" M.J. SOLID SLEEVE TO CONNECT TO BURY LINE EL 4767.60 STA 10+28. 41' RT. i INSTALLED 8" END CAP w/T.B. EXIST. WATER MAIN AND 10" GATE VALVE F.L.-4758.69 ;� REMOVE EXIST. INSTALLED TE 2" CORP W/COPPER BLOWOFF TO INCLUDE EXTENDED T THE SURFACE FOR `g1 U a € CORP & PLUG AT MAIN R RELEAS SAMPLING & BLOWOFF. $2 RP & PIPER WAS REMOVED AFTER TESTING. O W f 4 CONTRACTOR TO PERFORM EXPLORATORY 8 EXPLORATION TO LOCATE WATER MAIN W o PRIOR TO THE START OF CONSTRUCTION. GRADE MODIFICATIONS MAY BE NECESSARY BASED ON ACTUAL PIPE GRADES a:yl', also S DURSTON ROAD q,RL., 4785 10 E 4780 4780 N N O Q o 4775 4775 Q I Z o O N o 4770 4770 co U Z 3 Q J O cif 4765 MINIMUM BURY OF 6.5' 4765 d } uA 1- + O 0 4760 - - 206' OF 10" D.LP. 4760 V) z N z Ee W 0 Z mI 3 ,. � 3 a o m < m u 4755 a d 4755 <w z ir�x OJO 41 Qm �W VI. m N Z JJ iflvO O�� NUOC) r ~~ A W JV)Y +L) ~ Z ¢¢ z LJ 4750 a z N J _ a czL W S J 4750 �i?in3L,: w RECORD DRAWING m d W W z PROJECT NO 4745 4745 o �� � 0417.035 r v? m O u N d y? O ry N r7 ip r m o SHEET NUMBER m m 13 d d d d y y d r d r +^ r r V d DRAWING NUMBER d + f d d d d S o.sC' W_5 3p STAKING COORDINATES TABLE L-. 2 LOCATION STATION NORTHING FASTINGCL W. DURSTON/CL STA. 10+00 10+00.00 10087.38 6578.32CL W. DURSTON/CL NEW HOLLAND DR. 14+60.07 10079-81 7038-33SCALE CL W. DURSTON/CL VALLEY DR. 16+07.18 10077.39 7185.41 STA 11+43, 45' LT CL W. DURSTON/CL SPRINGBP.00K DR. 20+48.35 10070.13 7626.53 HORIZ: 11f = 50' INSTALL 52 LF OF 24' PVC AND NEW 60" SSMH VERT: 1" = 5' TO CONNECT TO EXSTING 11X17 HORIZ: 1" = 100' ==;ca..3N% FO PIPE. SEE SHEET S-5 11X17 VERT• 1" = 10' z ..a FOR PLAN AND PROFILE '0 W STA 20+05, 4.5' RT e� INSTALL NEW SSMH 4 O �a& Z- EX. 18" AC SS STA 11+41, T RT y O pal rni p_V- EXIST. SSMH J0301 REPLACE EXIST SSMH ! W/ NEW 60" DIA. SSMH DROP MANHOLE q m REPLACED w/ 80' SSMH (A.B.) I STA 16+07, 4.5' RT STA 17+66, 4.5' RT h I tINSTALL NEW SSMH 2 INSTALL NEW SSMH 3 418 SSMH (A.B.) DURSTON ROAD s u STA L NEW SSMH RT *WALLED 48- SSMH (A.B.) I INSTALL NEW SSMH 5 � AL1ED 48'SSMH (A.B.) O N - 0 j �— 0 00 0 00 STA 9+54 TO STA 11+41 STA 16+06, 50' RT STA 20+04, 41' RT " INSTALL 44 LF OF 8" INSTALL 35LF OF 8" 12 �'� v INSTALL 187 LF OF 24" PVC e PVC w END CAP. U w m SLOPE UP AT 0.23% PVC w/END CAP. / SEE SHEET S-5 FOR SLOPE UP AT 1.OR >- SLOPE UP AT 1.2% WNNs i PLAN AND PROFILE SHEET STA 12+97, 4.5' RT FL-4755.13 (A.B.) .Wj STA 17+65, 41' RT FL�4758.53 (AB.) rn SEE SHEET S-S INSTALL NEW SSMH 1 e INSTALL 35LF OF B' INSTALSTA L LF14, 1O F 8"NISTALM 48-SSMH (A.B.) PVC w/END CAP. PVC w/END CAP. g`gs SLOPE UP AT 1.2% SLOPE UP AT 1.2% CJ t €-- FL-4757.35 (AB.) FL-4760.38 (A.B.) Z tt$ CONTRACTOR TO FIELD VERIFY WATER MAIN ELEV. CONTRACTOR TO FIELD VERIFY WATER MAIN ELEV. O m4 BY EXPLORATORY EXCAVATION PRIOR TO START BY EXPLORATORY EXCAVATION PRIOR TO START '--I OF SEWER PIPE INSTALLATION. LOWER WATER OF SEWER PIPE INSTALLATION. LOWER WATER o MAIN IF NECESSARY AS DIRECTED BY ENGINEE MAIN IF NECESSARY AS DIRECTED BY ENGINEER w u SEE C.O.B. STD DWG NO. 2660-11 SEE C.O.B. STD DWG NO. 2660-11 MAINTAIN MINIMUM 18" VERTICAL SEPARATION 8 MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER MAINS BETWEEN WATER AND SEWER MAINS S' 8 4780 4780 I DURSTON ROAD 4775 4775 a 4770 — — — — — — 4770 z 4765 _ 4765 H Z m r O :m 1 MD7 dd on In 4760 _ - o n lr1 n 4760 Q m�� +n J _ d! m - "r+ INSTALL 209 LFIn m CD m vv B" PVC SDR-35 SS in < Q + 4755 (SEE SHEET $-5) INSTALL 156 LF 1 m w m n iv!! INSTALL 239 LF n ASTM D-3034 + n 0 J N 8" PVC SDR-35 SS v n N N 8' PVC SDR-35 S$ Y o O 8699E a 4755 INSTALL 187 LF _+ p 24" ASTM F-679 PVC ASTM D-3034 Y Y INSTALL 159 LF c a AS 0 9.6 9% i 3 u n O 75x + W 3�, Z114 O O 8691E B" PVC SDR-35 SS O 0.23x INSTALL 310 LF ASTM D-3034 I^n+ 0'48X > w in N w _ O w O PVC SDR-35 SS '^ O241F II ; p II w 0 i i F F— 3 O 4750 ASTM D-3034 n II n w ! ✓1 __ Y + + a.-. 1.307L + J��� �»> z z (n N t a a,_ o O$&91F n p; p p w0?? N mzzz 4750 g �'. 0 O.BS1G + >; >>> Q i0 N l wiz Z (n Kzzz Q H- rDON� p`;II w N n o + > w ~ >Z Z Z 4745w�... m o____ < + II ++ w0z 4745 V1 a p z II p 4 >> ti WE Z Z J O - Z do w O z z Q< Z>>> Q 4740 ✓I z iE z?? 4740 w ZJ RECORD DRAWING 4735 w d PROJECT NO. _ _ _ 4735 0417.035 h20I SHED N UMBER O 0 mn OD 0 mCr c4 14 m^ 0 M DRAWING NUMBER a +a a ♦.. +., ♦ a a a a +.. ♦y +.� +.* +.; V +--� ♦y + +,� v +..� +y a a +_; a a a a a a a +y +a •fa + o < +,; +. a a a a +a +p ♦y ♦y +a +,a +a +a +d +iv +v +< +�' — 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18 .50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 3� STAKING COORDINATES TABLE <m� LOCATION STATION NORTHING EASTING =3Zo CL W. DURSTON/CL MICHAEL GROVE 27+45,47 10058.66 8323.55 STA 30+48, 4.6' RT EXIST, SSMH J0323 STA 33+18, 3.1' RT o CL W. DURSTON/CL N. HUNTERS WAY 30+47.95 10053.69 8625.99 EXIST SSMH J0410 RIM=4763.94 EXIST SSMH J0411 a W W �o CL W. DURSTON/CL S. HUNTERS WAY 30+48.81 10053.67 8626.85 ADJUST EXIST. SSMH ADJUST EXIST. SSMH > u��a RIM=4769.71 SCALE CI W DURSTON/CL CREENWAY AVE. 3S+73.S7 1004S-04 9151-Sa INV. out N-a7Bze1 RIM=4771.62 g o CL W. DURSTON/CL N. 27TH AVE. 37+28.70 10042.49 9306.65 Ill IN (S)=4763.11 INV. OUT (E)=4762.47 HORIZ: 1" = 50' CL HORIZONTAL GRADE BREAK 37+28.70 10042,49 9306.65 INV. IN (W)=4762.52 INV. IN (E)= INV. IN (S)=4763.22 VERT: 1" = 5' _ 'a33iy" PROPOSED RIM=4768.91 PROPOSED RIM=4771.19 = EXIST. GRADE RINGS=0.2T EXIST. GRADE RINGS=0.30' 1 1 X17 HORIZ: 1" = 100' 11x17 VERT: 1' = 10' ! STA 35+74, 1.9' RT EXIST SSMH J0413 ADJUST EXIST. SSMH RIM=4772.14 INV. OUT (E)=4762.14 m INV. IN (S)=4762.89 INV. IN (W)=4762.14 PROPOSED RIM=4771.51 �. ABANDONED UNDER PREVIOUS PROJECT: EXIST. GRADE RINGS=0.44' e EXST SSMH J0410 INV. OUT (E) PLUGGED w' EXST SSMH J0411 INV. IN (W) PLUGGED DURSTON ROAD N -- - -"` --• N - x - _ --_ _ do lt5• SS II IN ABANDONED So r. U. _m N N - - � --_ '•- a- _uc ,rt K K - K u ur --� u � L' n V N U -- O p - �_ 0 0 00 po o /.YWf4ys Ht .ONl11V 7y 1�---� - - M - 0 00 Op O d I APPROX. STA 34+42 i i�Qr m ^ NEW SEWER SERVICE W N&a u INSTALLED BY OTHERS (A.B.) ?, SEE CITY OF BOZEMAN w e WATER & SEWER DEPT. CARDS411 > owl �.-4Lyo EXIST. SSMH J0454 RIM=4769.79 �Q�I�l gg tl $ 4,19 4790 DURSTON ROAD 4785 _ - - - 4785 O � 4780 I 4780 0 m 0 w Q n z o 4775 4775 H m - O o __ :E 0 N_ 4770 z -- -- -' - EL OO Qr + 00 s O 0 4765 _ 4765 j 0 C) 3 I cn w v i 4760 - _ 4760 l 1n C4 z m (ABANDONED UNDER PREVIOUS PROJECT) O Q 0 H N cr Z 0 Q 4755 w !,4755 I u 11 �n a G + i Q N 4750 0!4750 N ww RECORD DRAWING � Za Q 47450417.035 TNO. M7 w 4745 M O O rn 0 O Orn 1nmr0it � nD ONn p SHEET N UMBER 150 O O O O 0 01 oil, O O Or 0 O C' 0, bc ow 10 0 po 01 0 O O0 O g0 DRAWING NUMBER - S-2 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 �+oo La,ww4, STAKING COORDINATES TABLELOCATION STATION NORTHING FASTINGSCALE5o CL W. DURSTON/CL WESTERN DR. 40+79.62 10038.19 9657.54 oCI W. DURSTON/Cl N. 25TH AVE. N. 44+03.11 10034,23 9981.01 STA 40+82, 1.2' RT CL W. DURSTON/Cl- N. 25TH AVE. S. 44+04,63 10034.21 9962.72 HORIZ: 1 ' = 50' STA 38+48, 1.3, RT EXIST SSMH 10301 CL W. DURSTON/CL 2400 DURSTON 46+02.11 10031.79 10180.00 VERT: 1" = 5' INSTALL NEW 80' DIA REPLACE EXIST. SSMH CL W. DURSTON/CL N. 23RD AVE 52+43.83 10023.93 ;0821_67 oa.3 SS MANHOLE 6 w/60' DIA. MANHOLE N7i7'h 11x17 HORIZ: 1" = 100' y, IN EXISTING 15' SS RIM=4767.38 1 1 X 17 VERT: 1" = 10' 2 INV. OUT (E)=4761.43 STA 44+08, 1.1' RT INV. IN (W)=4761.43 -Z- EXIST SSMH 10302 PROPOSED RIM=4767.11 ADJUST EXIST. SSMH A� �'z a•�n EXIST. GRADE RINGS=0.45' RIM=4767.52 STA 47+43, 1.2' RT INV. OUT (E)=4761.07 EXIST SSMH 10303 STA 50+85, 0.5' RT Q INV. IN (S)=4761.62 ADJUST EXIST. SSMH EXIST SSMH 10304 ,r INV. IN (W)=4761.07 RIM=4768.78 ADJUST EXIST. SSMH STA SO+53, 53' LT b PROPOSED RIM=67.12 INV. OUT (E)=4760.33 RIM=4766.35 w EXIST. GRADE RINGS=0.00' INV. IN (W)=4760.33 INV. OUT (E)=4759.70 INSTALLED 4' SS SERVICE 2 I PROPOSED RIM=4768.26 INV. IN (W)=4759.75 F 2.0 SLOP O2 � OPE EXIST. GRADE RINGS=0.46' PROPOSED RIM=4766.37 EXIST. GRADE RINGS=0.62' DURSTON ROAD o o o i- or1'� �a I� o d Oa ras- oI >a ree 4 o $ 00 oo 00 OO 0 0 00 0 0 o g oo a g I STA 40+81, 50' RT INSTALL 49 LF OF 8' 1 i z w PVC w/END CAP. ki W w N INSTAL}-6=-6aY6EAV16♦` SLOPE UP AT 1.0% e b gPE zz FL-4762.12 (A.B.) STA 46+10. 0.9' RT STA 48+65 � EXIST SSMH 10447 STA 35+48, 40' RT K `VI a NEW SEWER SERVICE TO ` 88 INSTALL 41 LF OF 8' F ADJUST EXIST. SSMH M Q33 R PVC w/ END CAP. h sl RIM=4767.84 2 B� INSTALLED BY BOT OTHERS O 0.6% SLOPE ! Y INV. OUT (E)=4760.54 N 54 IN (S)=4762 FL-4762.49 (A.B.) INV. .N w c)w Y` INV. IN (W)=4760.59 m RELOCATED TO 39,+15 r64A 19+4s..-i9-Rf PROPOSED RIM=4767.71 INSTALL 6" SS SERVICE EXIST. GRADE RINGS=0.19' o 2.0% SLOPE STA 39+15, 40' RT Q' INSTALL 6' SS SERVICE O 2.OX SLOPE < C FL-4763.51 (A.B.) THIS TURNING TEMPLATE SHOWS THE S 479U 4790 DURSTON ROAD 4785 w 47eD CONTRACTOR TO FIELD VERIFY WATER MAIN ELEV. < o o m BY EXPLORATORY EXCAVATION PRIOR TO START OF SEWER PIPE INSTALLATION. LOWER WATER MAIN IF NECESSARY AS DIRECTED BY ENGINEER SEE C.O.B. STD DWG NO. 2660-11 Q MAINTAIN MINIMUM 18' VERTICAL SEPARATION Z 4775 BETWEEN WATER AND SEWER MAINS 4775 H Z O m In 4110 Z 4770 J Cl O tw O M0 4765 4765 CC � O Of o H- 3 N w 00 4760 4760 f N M � r � a H- oN�nN Grp._f1•1 M1 H V7 h rO mw,-N 4755 rp y N a< n m f Q 4755 f� ♦ II w N II m Z p jV N II 0 1 J A Z Z En 0 w,y y m W O Z Z Z 4750 m IRE=_Z R Z Z Z 17= ww RECORD DRAWING ox zQ 4745 x ar� 4745 PRQIECT NO. w< 0417.035 l !� md Qnf0 m ammn ff m0 id. nf nd n< d nd- nf�d. nf,ym nf�nd nf emy nfp� SHEET N UMBER 01 n0 O h w 00 161 Im p C 4a O 0 1 p m n^ 0 m m r0 0 m p o rp p DRAWING NUMBER nm 1 a S-3 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 STAKING COORDINATES TABLE <mUZ LOCATION STATION NORTHING EASTING CL W. DURSTON/CL N. 23RD AVE. 52+43.83 10023.93 10821.67 CL W. DURSTON/CL W 22ND AVE. S- 55+38.10 10020.32 11115.91 ew i 5c0i CL W. DURSTON/CL N. 22ND AVE. N. 55+38.63 10020.32 11116.45 N CL W. DURSTON/CL N. 21ST AVE. 58+32.27 10016.72 11410.06 o' 0 CL W. DURSTON/CL STONERIDGE DR. 61+19.55 10013.20 11697.32 u� STA 58+34. 1.1' LT CL W. DURSTON/CL N. 20TH AVE. 61+26.48 10013.11 11704.25 EXIST- SSMH 10307 CL W. DURSTON/CL STA 64+35.43 64+35.43 10009.33 12013.17 �b33%y'��,,1 REPLACE EXIST SSMH =' W/ NEW 60" DIA. SSMH STA 55+39, 0.5' LT 2 z a STA 52+44, 1.0' RT EXIST SSMH 10306 r w gkg N a''. ADJUST EXIST. SSMH N�! _Z= EXIST SSMH 10305 RIM=4770.46 z ADJUST EXIST. SSMH INV. OUT (E)=4758.96 RIM=4768.68 I INV. IN (S)=4759.31 R INV. OUT (E)--4759.28 INV. IN (W)=4759.01 INV. IN (S)=4759.83 PROPOSED RIM=4770.68 0 INV. IN (W)=4759.33 EXIST. GRADE RINGS=0.12' STA 61+26. 0.1' RT PROPOSED RIM=4768.20 EXIST. SSMH 10308 W CONNECT TO EXIST- MANHOLE 10309 SCALE EXIST. GRADE RINGS=0.00' REPLACE EXIST SSMH MODIFY EXIST. MANHOLE. REMOVE EXIST. W/ NEW 60" DIA. SSMH w AC PIPE AND CONSTRUCT NEW INLET AND Q HORIZ: 1" = 50' FLOW CHANNEL INSTALL NEW PVC PIPE TO VERT: 1" = 5' o DESIGN INVERT. GROUT ANNULAR SPACE h TO MAKE WATER TIGHT. PLACE A JOINT ON 1 1 X 1 7 HORIZ: 1" = 100' DURSTON ROAD I I NEW PVC PIPE WITHIN 12" OF THE MANHOLE. 2 = a 1107 VERT: 1" 10' s o N w p V OD - 1 a1 1 O 0 f -4 aem P A O p p O O O O ^ r 0 o p o 0o po po p p p' w 17 Q Re q F gg ry NI U E� R z S Y J . �t 4790 n a »nor DURSTON ROAD ,N, m 4 � t 4765 �i n a d a � o III 4780 < o m Q Z 4775 Q Z O i I N 4770 _ -s - ._ - - - - - _ - ' 4770 Z - - - ' d REMOVED & DISPOSED OF - REMOVED DISPOSED OF Q t w I 15" CLAY SS PIPE (A.B.) 15- CLAY SS PIPE (A.B.) -- _j O 4765 _ I - _ _ REMOVE & DISPOSE OF - O REMOVE & DISPOSE OF 4765 EXST. 15"-!E SANITARY SEWER EXST. 15'1eE SANITARY SEWER O IN ACCORDANCE WITH THE Z m.-. SPECIAL PROVISIONS IN ACCORDANCE WITH THE O w O SPECIAL PROVISIONS � 3 t 1n w 4760 4160 (ifN n n 'O ao r Q n ^^ Q N 1 F NYd +mod Z mmN1`+ �rn;oo 297 Q 4755 p N 0 m n o v1 I INSTALLS LF o Y N n INSTALL 292 LF T. m ao 15' PVC SDR-35 SS 4755 N a n a 15" PVC SDR-35 SS o 0 a 0 J J n N w n ASTM D-3034 a a a d ASTM D-3034 II W�I N O 9.46Rr U cT ?? O OA 4% + w 3 in 0.13X Q <'< wp-- �o w�zz 47511 w 4750 d _ r 5>>> N �==z �zzz RECORD DRAWING F m 4745 474.J PROJECT NO. 0417.035 SHEET NUMBER (V 1A n r, O fV' h [] b m Of N ♦ a'.' d a �O m O`�' O,4 O,, O� O� m �D nil' y-� . O N n 17 l0 m.i 011D 01 n O� 01 01_ OI i1, O� m O O 0 O O O O O O ^ ^ tV N N NN DRAWING NUMBER a s a a..y ♦a ♦a ad ♦� a„ a„ a a a �.. a a a a a a o.. a a d a a a.. a„ a d a �a •aa S-4 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58400 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 mom d � U �D2. oz U appOQ 0 W�V �UU WU�C �< '!:g STA 0+99 (DURSTON STA 10+17) Z� INSTALL NEW 60" DIA. SSMH EX. 18" AC SS �O1z 1I''1jllaa�... `__ �7Ir-9•reiE STA 2+23 STA 2+75 4 m (DURSTON STA 11+41) 3 9.99_._.__ ___. INSTALL 52 LF OF 24"EXIST. SSMH J0301 PVC AND NEW 60" SSMH Z REPLACE EXIST SSMH18* I n RELOCATED TO STA 0+99 W/ NEW 60" DIA. SSMH TO CONNECT TO EXSTING DROP MANHOLE SEE DIETAIL 86 `b SCALE THIS SHEET u[ = N I HORIZ: 1" 50' o F VERT: 1" 5' 1 1 X17 HORIZ: 1" = 100' If DURSTON ROAD 1107 17 VERT: 1" = 10' 0 I oo STA 0+99 STAKING COORDINATES TABLE H.s _ (DURSTON STA 10+17) w a i RELOCATED TO STA�0+99 INSTALL 36 LF OF 24" LOCATION STATION NORTHING FASTING PVC W/END CAP. CL N/S SWR/CL STA. 0+00 0+00.00 10047+59 6530.95 S SLOPE UP AT ;+9%2.75R CL N/S SWR/MH STA 0+36 0+36.44 10084.01 6532.16 $ FL-4751.89 (A.B.) CL N/S SWR/MH STA 2+23 2+23.46 10078.37 6719.10 CL N/S SWR/CL STA 3+29.99 3+29.99 10184+75 6724.76 Z a.8q CONTRACTOR TO FIELD VERIFY WATER MAIN ELEV. g BY EXPLORATORY EXCAVATION PRIOR TO START W 8 T-`-2 I OF SEWER PIPE INSTALLATION. LOWER WATER MAIN IF NECESSARY AS DIRECTED BY ENGINEER ~~ SEE C.O.B. STD DWG NO. 2660-11 ♦y-,w _ MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER MAINS g 47bL 4780 N/S SWR 45' RIGHT-OF-WAY (ANDERSON PROP.)4775 SECTION LINE DURSTON ALIGNMENT w & ROAD CENTERLINE m a 45' < 4//0 4770 0 CENTERLINE OF 60" SSMH To W 5' STA. 11+42.8 Q CL EL.=476T.59 Z 4765 4765 I MIN. 6'CURB 5'SIDEWALK _ gLVp.VARIES _ _ a (FUTURE) 9'MIN. 5.5'OWE LANE IY DRNING LANE 14'TUR NG U E- F- Z IM EL 7 2%y 2%y O LIM ELEV. ---- 39.GRADE 0 (NEW) THIS SECTION CASTIN __ _ _ — — _ Z + 4760 DELETED 4760 — _ -_ INSTALL 124 LF 1 _ -__.- -- - 10'GRADE RINGS _ _ _ _ — —I I�I I—III—III— — Q -44'-A�si1uH 24" ASTM F-679 PVC 4:_\ (__-- Y-t• — — — d . ....1F INSTALL 52 LF ---' RIM ELEV. 1- N 4755 INSTALL 36 LF 24" ASTM F-679 PVC - 2'-e'L (EXST) Z a/55 Cr 1— 24" ASTM F-879 PVC �a"F O 0.23%(A.B.) T CASTING � p INSTALLED 24"XIB" PVC e' GRADE RINGS O i.9915 2.75% B. -- Pd1f- ECCENTRIC REDUCER (KBJ ,•_,• wcr NEW 4' m 60' DIA N W 0 j l m m BARREL 4_D• . 4750 j a; REMOVE & DISPOSE OF x p ^�^ j m SECTION C Q EXST. 18" AC. SANITARY SEWER IN ACCORDANCE WITH THE 0 Elf 4 SPECIAL PROVISIONS Y 1 o �' } N 0r Q 74 4 I 4' 04745 (/)0 O ID Z n aII #+ nI^nn 0 to IIz II II II II < n+ l4'.18" PVC al p >r 3 vl N}= II z B II N 0 ECCENTRIC REDUCER (� Z +�vlW�`-" +�A>�3W a O? 4740 U)W In i,i 0 Z Z a N`vl w p z z < ;�» SWAN/Yl l MANHOLE a f 4740 ��p�� w a'-6. 01 RF&� N NNZ�zZ= -I �NW�»> Za=_=_ w In�.z rrzzzE�j p 1B• PVC z4'PVC STA*4U q5 LT m V z 4749.92— 4750.02 4735 W 4735 INV. OUT (N) INV. IN (S) NTS. RECORD DRAWING PROJECT N0. 0417.035 SHEET NUMBER a0 I+l IF) N N N l(l N N fD Ol "l 10 ,O 10 b 10 10 tD b b t0 b tD ID h h n n n n h n n n n n n DRAWING NUMBER d a a a a e a a a a a a a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 S-5 `- Z SCALE - m4.6 �w.A � VERT: 1" = 5' U1 n STA 9+90 1 1 x17 HORIZ: 1" = 100' EXTEND EXISTING 42' X 24" CMP - 5 J ' Nw. 6 LF TO NORTH AND 10 LF SOUTH 1 1 x 1 7 VERT: 1" — 1 0' A. Ir^I I� WITH RIPRAP PER DETALI, SD-1. i ai - �'a 33iyj 24" RCP INLET W/PETS REMOVE EXST. 3 ',� B TRASH RACK PER 24' RCP O ^Q 'o W<% wka as C.O.B. 02720-11 I SD-1 E� � P z e FOULER REMOVE EXST. ® REMOVE EXST. 24" CMP ¢ 48" DIA. MH W/FRAME 48" DIA. MH W/FRAME -- - - 24" CMP 48" DIA. MH W/FRAME AND COVER PER C.O.B. AND COVER PER C.0.8. N 1fOLLAND DR. AND COVER PER C.O.B. Z STD. DWG. NO. 02720-4 STD. DWG. NO. 02720-4 - - 24" RCP STD. DWG. NO. 02720-4 OUTLET W/FETS 2 REMOVE EXST. 15' RCP 15" CMP o + DURSTON_ _ ,5" RCP SEE RIPRAP DETAIL 1 -- - - ---- --�- __ - - a- - � i �. =a- ----a - u - a a_ STD. SQUARE INLET a 1. C.O.B. STD DWG. o NO. 02720-1A - STD. SQUARE INLET 24" RCP p"- '- - _ - - - - — -- - - --- - STA 18+51 46 RT C.O.B. STD DWG. ao - o- - -- o -.- --a----..-_._ _- - © __ _ RIM EL NO.NO. 02720-1AG i o O 00 z 24' DIA. DRY WELL W/FRAME 12" RCP - n - ® AND COVER. 12" RCP -- _ -- - - - - _ - -- - -INSTALLED UNDER TAYLEN gv- - - / DRAINAGE IMPROVEMENTS o i a f VL q 15" RCP (12/01/2006) iw 15" CMP 1S' RCP ® VALLEY DR iu�d N Ro 15" RCP 48" DIA. MH W/FRAME REMOVE EXST. +yi k+mF- 36" DIA MH W/FRAME AND COVER PER C.O.B. 15" CMP �... AND COVER PER C.O.P. STD. DWG. N0. 02720-4 -�"1 STD DWG. N0. 02720-4 � MODIFIED UNDER TAYLEN DRAINAGE IMPROVEMENTS INSTALLED UNDER TAYLEN (12/01/2008) DRAINAGE IMPROVEMENTS REMOVE EXST. 15' RCP CUT, PIPE AND TRASH RACK REMOVED. (12/01/2008) w 60" DIA. MH W/FRAME 15" CMP 36" DIA MH W/ FRAME INSTALLED li AND COVER PER C.O.B. STD. DWG. NO. 02720-4 REMOVE EXST. REMOVE EXST. 04 15" CMP 15" CMP CULVERT AS Q+ NOTED ON PLANS g ggg FINISH GRADE HAND PLACED < A. AS INCH MINUS g AS DIR. BY ENG. ^N _ o0 0 .CD 1 o m ao 1 GEOTEXTILE FABRIC m SD-1 m J n n 4s _: ' AMOCO CEF STYLESWALE BOTTOM_ a 2002 OR APP'D. EQ. SD- 47)s- m o m N N'n° 4785. - - -- 1 /y y �/�p'�/y 1'1'1 ppp�p .. ; yJ Nv mme o CLL EFI W1LCI f1�fV1r f Q vNNda^I ^m � d 1< ,� '� NTS. 'm < E I ��� �ooaZZ� o o _� Z `N mj =� oxa o 477 �a 3 >T 4780 N ^ z�. ~ _o ^ ¢� 1m �� 4780 zj m o y Fry Z N N K z Z EXISTING a ^^m o r z = h n a 1 z; ^ + to J GRADE �� 11t o �n a� mmml z�n r� �o 'gym oF, o �� ^ m e O FINISHED of �� �� �n 0 .1.11� �0� �a =1 m� w2 n oo ID OD Q o GRADE �� n'f'N =o,n ,fie �� mmm„5 to,_.pc II �v1g n l ��o a O I I N0 vN tno nto aI O�"NN.Om.>�mIe`3dII =3 aPoN'vnN' f�r r�O�r1 3m� - _ _ omr t0��_� IitNnnnrcS F Z Z0mv�rn C�, 47 4765 4775 00 0 i 4775 o ^N ++m m p +m N„ n^ vvINSTALL 0 +vornN II II Z NO .1mdn..1nd.vMr mrII ZQZ m t o t c d O LF 24" RCP o+�w in D7 N'°r"� EXISTING N rn^^^� 3 d d 1 1 + r O}On..ivD d dZO em+N,pz vlwr WFH�» «�» �0��� oN2 13 o 01.00Z mp-dzz0 3ddII GRADE dd azzzo zz =yN&zz EXISTING IIo +ezmw� n w r FINISHED n Z N N 1-_ 3dd�»> ztn tn�zz add GRADE w���� orao to 0 4J60 ` 4760 4770 Z N N z=z GRADE w r �?Z _ 4770 z vI to ? II Z =mO?�-Z--z-- FINISHED ��3ZZZZ Q GRADE to to Fx____ \ d o z - - - - - - m Q r z t p 4755 ^ vo~i 4755 47 O ~ z p a 4765 4765 ^^a0 m J N ^ INSTALL 283 IF�IRCP O 0,30% w z z r N 4765 a o < 1 INSTALL 220 IF 15" RCP 0.307G INSTALL 203.5 LF 15" RCP O 0.305 z Q�`°a ~ o 5e e z o r m INSTALL 48.5 LF to 0 to O Q 0 4750 � J 4750 4760 15" RCP 0 1,59% 4760 4760 N J 0 �� 4760 p z _rno e a - - REMOVE 6 LF OF 15' RCP AND TRASH RACK. �n �n o 0 m II o a u p 1 v + INSTALL 36' DIA SD MH AND 30 LFD"�; N® N® Z Z p m + 1° OF 15' HOPE PIPE O 0.11X z o a dd�z o + ! wo �i Nx F+ O S 4745 N N z 0 0 > 4745 4755 _ 4..�.. 4755 z N z N to 4755 NtnNz �O F W N r ^ W�a w u F Za n z m 4740 �z -- _ 4740 4750. - _ _ n nn= c/h(i 4750 z 4750 N Z, W RECORD DRAWING NN�= Z 0Z N p O N O PROJECT N0. Q 4735 w 4 4735 4745 x1L 4745 4745 w¢� 4745 04 7.G35 SHEET NUMBER 0 9 M1 r 10 0 D m n n n n r r m m m m m M M o+ rn o o o O N M in r rn rn rn N n r n m 6 w .6 m w m w ui m m m � m to m to Io m m ro ro m m m m to iu e m m e e e m m m m �o e m m e to �n to to DRAWING NUMBER d d d e d d d d d d d d O+DO 0+50 1+00 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 8+00 9+00 0+00 SCALE m;o 0 HORIZ: 1" = 50' �m=s RE-USE EXST. MH. VERT: 1" = 5' CUT OPENING IN MANHOLE �� N 11x17 HORIZ 1" = 1OO' LARGE ENOUGH TO ACCOMODATE f �w�� o$ �! PIPE AT LINE AND GRADE �� 1 1 X 17 VERT: 1 = 101 AND GROUT AROUND PIPE. F�20 ADJUST RIM TO GRADE 60" DIA. MH W/FRAME AND COVER PER C.O.B. REMOVE EXST. STD. DWG. NO. 02720-4 {s 2133N%�I� 60" DW. 24" RCP MH W/FRAME z a tidy AND COVER PER C.O.B. REMOVE EXST. STD. DWG. NO. 02720-4 24" RCP 18 CMP I 60" DIA. MH W/FRAME _ 6 60" DIA. MH W/FRAME I AND COVER PER C.O.B. E_ _ AND COVER PER C.O.B. STD. DWC. N0. 02720-4 YICIfAfI GROVE I 60" DIA. MH W/FRAME I I 04 STD. DWG. N0. 02720-4 AND COVER PER C.O.B. STD. DWG. NO. 02720-4 e � - I ! REMOVE EXST. I 12" HDPE -- it - 0.y 21" RCP 24" RCP [WF 4 2 v1 0 DURS�N ROAD L 24" RCP 2 0 -- to N + WO U+ _ O O p O O 2 O N t III 18" RCP iSD-2 - - - -- - RE-USE EXST. MH - - -- —� CUT ACCOMODATE OUT TO ` 18" RCP, MAINTAIN 0 00 - - _ - _ e INVERT MAINTAIN REMOVE EXST. .I-- ---- -- - - _ iN u 16" CUP -«. REMOVE EXST -'4' w m s;- 4 18 CMP 4� 18" RCP 18" RCP REMOVE EXST. I INLET W/FETS 24" CMP REMOVE EXST. & TRASH RACK PER 12" HOPE C.O.B. 02720-11 1 I REMOVE EXST. qy 24" CMP REMOVE EXST. 114 15" RCP _ o SD-3 > O S D--3--HUNTERS MAY _c6 8 O C6d ¢ ^ N v Y Z m .-. m .-. ao cd I z� o � o j z m d 2 0 1 0:� 1pjvj I1 _ a� �n i zj o^ j z 01 SD^2 N 4780 SD-2 ~Y ao� m^< <� rj^^'!a a .. 4780 4780 Z� � 1~a o^ njl+ Qv ^m �� C, 1I1 d O co Vl,n pO II W p ON ^I x OrD �d r �N m�Od J 00 0 K��q xrj+C`vF VIn O� I W �(~/1v n'�d Or7 hd a b Of N 0 �UON Z +n3ti O O Nd d 11 �F b �D x0'o0 Nr�n ENS O d 3 rc o+te n O n o••�. 4775 d O �MNnzO vi n'; 6 1 111 o-n n'r�n �o�ao�rin emend `-inda 11 u °< o a d d II _- - _*_0 rn+ m a d.N. u~i.��r n d 4775 4775 vvii wr-r�zz 3ddN EXISTING o+m�3ln? In 0., 4��� �� ddall �Onpn^ n +n6^ zIN� GRADE p--O 0m!°'.I�z Zzp o�+ H�3� vpi�m��r- O+mv;v00 2 VINa'-- j j 1p SON Z Z + 3 Z Z 3 Q Q r 7 O) -^�.- r ,p O N Z Z FINISHED Z»> II 1O m o o o N a a d d II Q / — — — — — — — GRADE zln ut¢zzz w��:m>>>>zO v~id d!~iloj z!~il v~i�zzz Z ZNV1E Z Z ZZ NQ QvlOjj XFFXK Q 4770 — — — x x a 4770 4770 w to ut w a 4770 H- w N N w a?? EXISTING FINISHED Z _ GRADE GRADE O INSTALL 3 2 LF 21" RCP 09r479{ '� — — — 1 INSTgLI 316 LF 24"RCP O 8499{ INSTALL 137 LF 4765 4765 4765 N 4765 z 0'�x (�B•) I24"NS RCP O 0.407 INSTAL 76 LF Z a a w 18" RCP O 0.47% p EL o .� K ¢ m �Op Q 4760p 1 4760 4760 4760 _J tt �m N o'0 ' O d ao a INSTALL 66 LF Z � In r° z 24" RCP O 9.6200r O o m a 0.48x (A.B.) F- Z (N a 4755 0+ a 4755 4755 4755 6f p O N U Z K O I- 4750 4750 4750 4750 (!1 Z z Q 4745 4745 4745 w 4745 2 N zZ RECORD DRAWING Z' .O V'O PROJECT N0,, 4740 4740 4740 w Q 4740 0417.035 n d !0 W 10 O O O c� n h !7 O! r 1n d N o in d N o m eD w 00 !O N hi 00 01 N d SHEET NUMBER O n 1-:N ^ N N �- O O O O O O O� O� et O� O� !O w m n r r n n aD U6 CD � � n o m o 20 d a d d d d d d a d ♦ d •r d d d d d d d d d d d a d d d d d d d d d d d d DRAWING NUMBER 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 7+50 8+00 8450 0+00 0+50 SD-2 SCALE REMOVE EXST. 15" RCP HORIZ: 1 �m?a " = 50' z Jzo F_ VERT: 1" = 5' 1107 HORIZ: 1" = 100' MICHAEL CROVE 11x17 VERT- 1" - 10' _° ° 2 SD-3 SD—2 2 a � Q �0 Wes; REMOVE EXST. 15" RCP AND P '�-^ o z' GROUT SEAL EXST. INV. OUT REMOVE EXST. Q ,� z 24` CMP 2 '4 - - F ' _ _ SD-4 n�T D w m �T D n 60" DIA. MH W/FRAME _f 60" DIA. MH W/FRAME Y N DUR 1 O 1LO STD PER C.0-0- . DWG.AND RNO. 027220-4 RE-USE EXST. MH AND COVER PER C.O.B. I 12" RCP CUTOUT TO ACCOMODATE 'I STD. DWG. NO. 02720-4 I - 2 AN DIA. R PER 'm 18" RCP, MAINTAIN T C AND COVER PER C.O.B. INVERT ELEV. STD. DWG. N0. 02720-4 154 RCP 18"x28.5" f1CPA EXST. 15" RCP HUNTd IA�' _ 12" RCP - `^ STD. SO. INLET 15" RCP - C.O.B. 002720-1Ao0 0 _o 0 4 � --- NEW IN ---- _-CUT _ - i - ' STD. SQ. INLET :I 60" DIA. MH W/FRAME - _ - -- 1 C.O.B. #02720-1A AND COVER PER C.O.B. STD. DWG, NO. 02720-4 -- — _ SD-3 STD. SQ. INLET _LLz 48" DIA. MH k CURB INLET REMOVE EXST. C.O.B. #02720-1A �C 3 C.O.8. STD. DWG. NO. 02720-B 24" RCP ' �" �rc -- _ G-- 12" RCP 12" RCP q SD-4 Wrrgow m ' STD. SQUARE INLET �. i u — _ - - -- C.O.B. #02720-1A r^ 15" RCP HUNTERS IIAY - REMOVE EXST. 2 ® d$ 24` CMP ---"— SD-3 I w 0 0 0 1 j SD-3 1 2 o t 1 3 n z o z r zo w N lYo 1 m SD-3 N z� � � 0 N SD-3 m 4 �Qo zo 2d1m m m 4780 a� a� zo 1 478 naoF ^~ dD 0-1 ♦w .� J In J <v 20 e ♦� �� maim T o r r �o p main d <In �b n a tr ul mao w O ID o n"i z 06 I pm ,�ui '.i11� o w�n n 0: I O vi 1XwI FHm�a n-�r>11�Id aOra-Nra-O Z»b0 Izp Oin Iin`+a�NdmzII S lzoII N�z I zw F .>n� O p N w 0IOo cajn Ijo N wr� ' ^W- — — — — — -- — - 4775„ - �m 4775 o oo+mm NIooNN- o o 11 N n0 :1 o 0aim n0Zm � + +Z0 + + + O vS0n °;z0 on+ a zZz +O Onv p 0 nO O 00XK n W n_z + ZO aru z z ^w zv n-i i3? FINISHED EXISTING 3 GRADE GRADE W N z 4770 Z GRADE aiaiai jjj> INSTALL FINISHED 111 Z :mGRADE IZZ<mNNEXISTING FINISHE Ow EXISTIN <oao a <N 765GRAD N oemm GRADE 4765 4765wpm 75 476 4 4765ZRCP4INITALL;47 LF 12" 4760a � INSTAL12' o INSTALL 343 LF 1B"x28.5" RCPA O�.r6F oi INSTALL 19 F _ ILL. 4 .5 LF RCP O 5.047 RCP 0 d+ 0.16x A.B. Q 5" RCP O 0.62% O 1.66X (A.B.' z 47E- + Z 4760 4760 ++ Z 4760 4760 INSTALL = INSTALL 21 LF 12"T d 15" RCP 0 0.70% QQ°Q o o + RCP 0 1.00% of ro+i O 1- Z N INSTALL 10.5 LF Q - 12" RCP 0 1.00% < < N E, 4755 4755 m 4755 4755 m 4755 4755 CC p O r N 4750 4750 4750 4750 4750 4750 i z z Q 4745 �i 4745 4745 i 4745 4745 i 4745 N F-Z ?z FmZ RECORD DRAWING N O N O N O PROJECT NO. 4740 w a 4740 4740 w 4740 4740 w< 4740 0417.035 SHEET NUMBER N n n O O N h 60 Q ♦ a N nO n N m m N < d Q d Oi n m m r n Oi Oil m O O Oi Oi w 1n ID ID i0 IO IO tO IO IO Ali IO IO i0 i0 t0 IO Ip m IO i0 Ip 21 I� 10 10 IO IO IO ID (D m n IO m IO ID m ID ID 1p m IO IO IO IO IO t0 m IO tp m IO m t0 w m 10 DRAWING NUMBER a a a e a a a a ♦ a < < e e e e e e � v � < a e a < a e < e < a e < < e SD-3 0+00 0+50 O+DO 0+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 SCALE - W=a HORIZ: 1" = 50' z oo z VERT: 1" = 5' to 1 1 x17 HORIZ: 1" = 100' �p� S CONTRACTOR TO PLACE 1 1 x17 VERT: 1" = 1 0' FLQWABLE FILL BETWEEN MANHOL ES (OR APPROVED EQUAL) ��1333iy' za 60" DIA. MH W/FRAER 0ME 4'x12' CUSTOM STORM VAULT STD. DWGNOP02720-4 AND Cl IR ¢: w SD-5 SEE DETAILS SHEET SD-5 w o� e Z; 48" DIA. MH W/FRAME _ e AND COVER PER C.O.B. 48" DIA. MH * FRAME ¢ 6 60" DIA. MH W/FRAME 60" DIA. MN W/FRAME ST . DWG. NO. 02720-4 AND COVER PER C.O.B- �>AIL AND COVER PER C.O.B. AND COVER PER C.O.B. ¢ STD. DWG. NO. 02720-4 60" DIA. MH W/FRAME 3 I 18"x28.5" h* STD. DWG. N0. 02720-4 STD. DWG. NO. 02720-4 AND COVER PER C.O.B. I cv RCPA STD. DWG. N0. 02720-4 SD-5 36" DIA. MH & R REMOVE EXISTING 22.5"x36" RCPA 15" RCP CURB INLET C.O.B. 2 I 18" CMP 27" RCP 27" RCP STD. DWG. NO. 02720-1 SD-4 3 —4 0 o WESTERN DR 'N DR.- o DURSTO� Rp - p o o - - o o - - - - a -- - - �� -- - - - 0 0 _ w -. �. STD. SQUARE INLET7 �^ _ c.oe. N02720-1A ¢ wz _ -- 12" RCP REMOVE EXISTING r~i> 2 REMOVE EXISTING I 12 CMP Z 13.5"x22" RCPA " m _F REMOVE EXISTING 12" CMP W I z u z wp 12" CMP SD-5 REMOVE EXISTING , W��n i I N F 2 N 40"x65" CMP I q 12" RCP REMOVE EXISTING 4 h 5� 24" RCP REMOVE EXISTING I STD. SQUARE INLET 4` §€N 21" RCP SD-5 i}I C.O.B. #02720-1A ---- V fl Sg =t v-LL z 0 4 �m g£ cr s m d n CD m g <m .. m .(6 ai 4 � Z Z n ?] a78o < SD-4 Z N Z v d o 11!j a o ,. 4760 §D-4 m o SD-4 0 l d II 3 N m O ^ �� m� N N .• ^ z� cNi 0:p m^ a m p^ ^ do o on �• ov z tmoiw t p^ ^tt� �� p a ^ mmm o o .-.¢ z 4775 �_' ~mrn� _�� pv ^<dd ��" and maw n a0 ♦dd 4n oY n a omo _ O i O r Z Z 7 �O mmn 3mvd a ro 00 > �g Nd^�a 1^ .4775 oo01.~ p�- .t".1d =oo� m =000', f m p o - rn� N3 =O Oi ri ni Ic��¢yypE to o r d d< p ~ d ^ - 'O N V-- �I b Vl pO +^^I W N� ♦�� m N N w. b C7M 11 I d Z O =O 6rr^ Q n + 3 ti `gy II r o _ +� o�a^moo o Nava!I ^r.r..� 3 d_o N �� ^^ oo+m vinom�zln�- 3 1 EXISTING m d z 0 n m m H n x z N " p~ m m o o m j d eo+dr O FINISHED » �' W3wvj zNrn�?z cnornx Inoue M�^ vIo<a~ o+�+"�.�.o Q 4770 ^dd33zo GRADE add ++ ;ZN� oc� mod zzz x GRADE w t-I-_ o n o r o < ,*z z z 0 4770 ai'�' of^ II o II H 3¢¢ 1 2fn f1�KZZ m:2 2ZZO a O+mr N+m V13F ¢¢ W r >>>> m+m r o m+^r O W ti O> >>>> Z »» Z »>> r.)O r 7 d p d O r'1 d Z Z 0 Z y r o z z o V 1&Z Z Z Z O z z z z z z z Z z i 3 3 a Q II EXISTING FINISHED � _— — — z u~i u~i z z in in&z z i GRADE GRADE 4765 — — — — — _ r 4765 4770 4770 4765 w z 2 n soim 4765 1n w<"6 � Q INSTALL 350 LF 22.5%36" RCPA 08299E INSTALL 226 LF 27" RCP 08i�99F INSTALL 9?"LF INSTALL 139 LF EXISTING �d d 0 INSTALL 43 LF 27" RCP 0 9-499� 15" RCP O ) GRADE ¢ v^ Q 18"x28.5"'RCPA 0 a 9E1% 0.25X (AB.) 0 4760 0.18X (AB.) .18X (AB.) 0.26X (AB.) FINISHED N m J 0 4760 GRADE 4765 4765 4760� `�0 0 4760 J m INSTALL 20 LF 12" INSTALL 43 LF 13.5"z22" +v Z ZZD RCP 0 4.00% RCPA 0 0-64% 3+ - w ^0 0 Z INSTALL 5 LF 12" R� z N+ N Q 4755 4755 4760 4760 4755P 0 2.00X d 4755 of p d � N fk� 0 1 also also 4755 4755 also 4750 In Z a 4745 z 4745 4750 4750 4745 4745 W� T.+z �z N �z RECORD DRAWING _' z' �o Z P z 4745 4740 w a 4740 O+I L035 to PRQIECT NO. 4740 w a 4740 4745 x o x o m ro m r a0 r N T O O Or m m r 7 M m SHEET NUMBER 6 m o r r o 22 m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m r r r r r r r r r r r r r r r r r r r r r r r r r ^ ^ ^ r r r r DRAWING NUMBER d d d d d d d d d d d d d d d d d a d d d d d a d d d d d d d d d d d d a d d d d d d d 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-t 00 14+50 15+00 15+50 0+00 0+00 SD-4 SCALE N. HORIZ: 1" — 50' a Z� �w_ o0 q O VERT: 1" = 5' 2 1 1 x1 7 HORIZ: 1" = 1 00' SD-5 =8 ° I� 11x17 VERT: 1" = 10' 1 0 I 3 z�' az aN7Wy RECORD DRAWING s SD-5 t� SD-5 REMOVE EXISTING 2 -- P o N o z e 24" RCP REMOVE EXISTING 2 SD-5 - REMOVE EXISTING 18" CMP �`� / CURB INLET AND 60 DIA. MH SD-5 q CONTRACTOR TO PLACE REMOVE EXISTING ASSOCIATED PIPING W/FRAME AND FLOWABLE FILL - 21" RCP COVER PER BETWEEN MANHOLES 4 48" DIA. MH & C.O.B. STD DWG. ! (OR APPROVED EQUAL) CURB INLET � 7 SD�N0. 02 20 4 REMOVE EXISTING C.O.B. STD DWG. j STORM DRAIN MH NO. 02720-1B CONTRACTOR TO PLACE Z _ STD. SQUARE INLET FLOWABLE FILL STD. SQUARE INLET J DUAL AND ASSOCIATED N 25TH A -- 31x51 RCPA C.O.B. STD DWG. PIPING/INLETS BETWEEN MANHOLES 12" RCP '� - C.O.B. STD DWG. SD-5 NO. 02720-1A (OR APPROVED EQUAL) NO. 02720-1A - .4 - 13.5"x22" RCPA DUAL 48" DIA. MH o h,-- 12" RCP DUAL /--� 31"x51" RCPA W/FRAME 0 31"x51" RCPA N 23RD n STD. SQUARE INLET OUTLETS W/FETS VE _ �y AND COVER C.O.B. STD DWG. _ INLETS W/PETS _ SEE RIPRAP 1 RCP - /�PER C.O.H. n �^ STD. SQUARE INLET ac TRASH RA P 2 C INSTALL 15 LF Q _ C.O.B. RACK PER N0. 02720 1A DETAIL STD. DWG. OF 13.5"x22" C.O.B. STD DWG. 1Y RCP 0. 02720-11 o ro NO. 02720-4 RCP W/FETS 0 1.00% NO. 02720-1A REMOVE EXISTING INV IN: 4764.57 12" CMP 48" DIA. MH k o i- _ CURB INLET I 48" DIA. MH C.O.B. STD DWG. - W/FRAME AND COVER 60" DIA. MH DUAL 31"x51" RCPA NO. 02720-18 PER C.O.B. STD DWG. 13.5"x22" RCPA W/FRAME AND NO. 02720-4 tp COVER PER REMOVE EXISTING 4'x12' CUSTOM STORM VAULT 12" RCP 15" RCP WN i C.O.B. STD DWG. _ 13.5"x22" RCPA ' NO. 02720-4 21 RCP SEE DETAILS BELOW Ike 48" DIA. MH k _ - 5 REMOVE EXISTING r� _CURB INLET J�--- _- - 12" CMP \ C.O.B. STD DWG. ���� N 23RD AyE' O 48" DIA. MH & y x g NO. 02720-18 � - _ - CURB INLET d N 24TH AyE'. REMOVE EXISTING C.O.B. STD DWG. ON RD- SD-5 40"x65" CMP NO. 02720-1B � 4 W n ` SD-5 N 23RD AV .`� _ NOTE. __ CUSTOM STORM VAULT SHALL BE PRECAST AND DESIGNED BY THE of MANUFACTURER TO SUPPORT H-20 LOADING. MANUFACTURER SHALL SUBMIT -£ 11 DESIGN CALCULATIONS SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER S LICENSED IN THE STATE OF MONTANA. 8 a f z 2 .00' m L z m! 13 fi rmII ma0f3_Z��0+of`,Na-wv�oadQnwdxI♦♦mondII�Kl V_znroI I�oJ vN_z��o II^Oo�II fw'%uoz_D M"0FOrmO+n'�,ofdn+Nnn.�v r�n,fONpp�..r`n�Z1m°ui.j zw3`��nz��fd I-'FaIO n-ON=jfa vZ�mNm�"�aji>�+n v�mm maan3II mmnaz.II vmodII+s"W! tOvl<in-.mNti`_.eaNmm Norall fN�'�-'dD"Fl'0 vl0z ^R - ^a HF69�72RI N3�62 5' IIII I �• " "" Wcwn-on���OfNn•.m I.I wrd!�♦II odOz n�ON.0 z 12.00' oI o SD-5 5 SD-5 2 31 1" X 51 ^r+1♦II �oaz' '000n�N+nm-nnfd I�fzmfSn^1D_��OoNdfI 5 O" z o 4775 4775 RCPA a waSOm ^ Z r Q Zo y KS^ cd Oa zo (T Is o mn � RCPA 0.5 Nj a ' 11 4 o< ad� d EXISTING - .�� z ZFC-rrm I oJHZQ`o ¢ 20 mFN a^ 27' RCP z Q^ ! v!f +� O4770GRADE o mmn z O0 —o oo o; r ° N FINISHED 5.50' I—3.25' + ;F 0n6i9z,+ x GRADE + o + o w O O Ua «Il - G N z Zo + z 0tiwEXISTING z z +o a765 4765 � GRADE zmna m _i_oz�m z F- , O 0200- FINISHED FINISHED zooD z z FF ZW f>;j>>; GRADE. zvNzzzzz � 3laj GADE O n zNz v EXISTING 7", RCP o0GRADE zm 0� 476 4765 4760 476 �vn V7 z om ri! < 51 RCPA X 51 o-�%3CD �^ a FINISHED b o 31 f%" X 00 o GRADEv R3C1PAN �jo z" 0 0 no >p -0 04760 ai plo 476 � 475 a 4755 476D of Z (IfJ cj 0" 4' X12'CUSTOM STORM VAULT DETAILAVEW oo z � -0 > NTS. N O ++ Z a o 4755 no "i 0 n 0 0 4755 0 -8 0n 04750 N 4750= 4755 z D L FOUNDRY z ?z a 0, 1 o w i m 0w0, 0N o -1172 RING h A-1178 COVER C 1 jz ' RIM 476 .03 0.58'o OZ < ELEV=4� 6 cnz 0.22 N 4750 4750 4750 470 4145 0.50'(TYP)w > jj zn �zg m 0 0 . 4750 4750 z z 27 RCP �n I fdk ' Wo 4745 4745 4745 4745 �w +nv 4740 + w z o ���� `z-' =-____ '-- w Q n x z n x z � �' I - 4745 E 4745 � ZZ — — Z +�5+�5 �, To o wo ± n n Jz O wJ wJ nxo0xo — w2 Z� �� i� F 1' ?L!� �i31 X 51 I ', •``1 i` 'I I Za ED z z z vl rnn_�nn_ i" �., ' 15" RCP �� 1°o w o o RCPA y`.;�____ -__ _ I N o RRaECT No. 4740 w¢ 4740 4740 w a 4740 4735 w•i 4735 ELEV.=435G.4�- 0.75'��-_---_-_ /� 31 {'}" X 51 b" 4740 w a 4740 0417.035 4759.42 RCPA n f a n rnSHEET f d r d o 3.25' 0.50' - 3.25' _ �n m n m n NUM a d f f f d e a a v DRAWING NUMBER m n 4735 d "' 4735 a a 2 4' X12'_CUSTOM STORM VAULT DETAIL(NORTH VIEW) m m m 23 0+00 0+50 0+00 0+50 0+00 0+50 1+00 a5 NTS. 0+00 0+50 1+00 SD-5 SCALE _ _ _ 60 HORIZ: 1" = 50' U =m�; J VERT: 1" = S' � 1 1 x 17 HORIZ: 1" = 100' "7'x7' SID MH VAULT � REMOVESTORM EXISTING I REMOVE EXISTINGOU 12" CMP 11x17 VERT: 1 10' 0 i- W/FRAME -� AND COVER PER C.O.B. I 48" DIA. MH & STD. DWG. NO. 02720-4 SD-6 `' CURB INLET 31 OUTLET /FETCPA O N. 22ND AVE. - C.O.B. STD DWG. OUTLET W/PETS ry No. 02720-1e 4 SEE RIPRAP =F za ovl', DETAIL _ 15" RCP SD-6 =Q won a�� ¢% 48" DIA. MH & _� _µ I 48" DIA. MH & CURB INLET 31"x51" RCPA CURB INLET C.O.B. STD. DWG. TxT SD MH VAULT h REMOVE EXISTING C.O.B. STD DWG. 15" RCP j No. 02720-IB 84" 914. MH-W FRAME STORM DRAIN PIPING NO. 02720-18 / 48" DIA. MH & Q 31"x51" RCPA AND COVER PER C.O.B. REMOVE EXISTING CURB INLET REMOVE EXISTING '� STD. DWG. NO. 02720-4 REMOVE EXISTING C.O.B. STO DWG. STORM DRAIN MH a 7'x7' SD MH VAULT 24' CMP'S 7'x7' SD MH VAULT STORM DRAIN VAULT NO. 02720-1B o Ia AND AS "� $OBM,- 011 W/FRAME 8i=-BNrfM+W/FRAME STD. SQUARE INLET & ASSOCIATED PIPING PIPING/INLETS 2 18" RCp AND COVER PER C.O.B. 31"x51" RCPA 6 AND COVER PER C.O.B. C.O.B. STD DWG. - 15" RCP STD. DWG. NO. 02720- STD. DWG. NO. 02720-4 NO. 02720-1A REMOVE EXISTING rn II I S - I STORM DRAIN MH 15" RCP o - 31"x51" RCPA - AND ASSOCIATED o0 15" RCP o INLET W/FETS PIPING/INLETS OUTLET W FETS c d o I + I I C—& C.O.B. 02720-11 o K 21ST __7 CURB INLET - ro DETAIL I o TRASH RACK PERA E. 48" DIA. MH & C v a RE VE EXISTING 12" RCP 1. �/}�µ _ _ _ STORM RAIN.PIPING I rn o C.o.B. STD 20TH AV6 U RIBA. o v� in _ URS1 ON ROAD REMOVE EXISTING 48" DIA. MH & SD-6 12" RCP - - - 3-- STRUCTURE AND I CURB INLET REMOVE EXISTING z(A _ - - -- ----- - -- - - C.O.B. STD DWG. ASSOCIATED PIPING 24" CMP'S 0 _ SD— � I d 15" RC� j I I N0. 02720 1B I z Q STD. SQUARE INLET REMOVE EXISTING REMOVE EXISTING 15" RCP C.O.B. STD DWG. STORM DRAIN MH'S 31 x51" RCPAASSOCIATEDrc rcz + AN STRUCTURE AND y N0. 02720 1A � Dw�oi m ASSOCIATED PIPING cV Z REMOVE EXISTING 7'x7' SD MH VAULT Q PIPING/INLETS ii�; I 48" DIA. MH & $t-6lfcyvl1 W FRAME i�Na u p STORM DRAIN PIPING \_ / CURB INLET REMOVE EXISTING w _ _ AND COVER PER C.0.8. w o REMOVE EXISTING NO. 0 STD DWG. STORM DRAIN VAULT �. - -STD. DWG. N0. 02720-4 S' N0. 02720-18 STORM DRAIN PIPING 12" RCP REMOVE EXISTING S SD 6 N 21S AVE I - STORM DRAIN PIPING REMOVE EXISTING I STORM DRAIN MH 3 I O STD. SQUARE INLET AND ASSOCIATEDC.O y{ ir NO. 0 STD DWG. PIPING/INLETS REMOVE EXISTING SD-6 F� �y 8 N0. 02720-1A STORM DRAIN MH 1kl AND ASSOCIATED PIPING/INLETS I € O S6 4 z IIIiw���N¢JZ"K-o�N0O z n rniari 2 wz�tN-O�rn r1cz'�z Iaio 3 1"X57" �oa b mr >7'wz-�or"o N^;;!dF a`Qln"NmN n�o�I<,N. U>o Rinn isFnoo�1��H •nd3'�S DW<x� -.o��n'6 o + i 2 m �vntop�vm!rd�N�oi SD-6 b SD-6 Ill wJ�z�ooInz+n nz-OOZSD-6 0 a <� J _1a o 4780 4785 rn z mZ� dNJ.Ow ozmn�rNZo`I Ij^ z ^m 1�narn 4750 ��u � m ZO o� m ' 2vM¢Sm m Zi oZ 0 m cd oM Qw 2 M z o .q 6 p auo J- J o �I . EXISTINGpl o O +4775 Io 4715 4780 2 Oj^ � o+¢ wmm +tep p '�f onn ^Z• ++ j a 3 ! V O +N + O+ ae II ZN p ~ r aj j O -v acjW > ZN /1m 2 - II maNa mNaa m Zpiu QZ n �n ona II zznn 2Z GRADE 3 II 3 FINISHED no o z W �mzz ; > jj GRADE z mz w v> z_z Hz N x 0 ++4770 4770 4775 N o m EXISTING wZS o O FINI FIN I j xwo GREi EXISTING ao + p wm?� zwv v4 + n z W o mGRADE vv — ZQ o INSTA 7jjjEXISTING O zzzGRADE n j j j m18" RCP O 025Z S 1OO u¢z 476P4765 . Y 4765 4770 4770 4770 IXitI1�STAlL o RCPAp10r Zm°!. wrcao FINISHED y v J z�- a O K f FINISHED GRADE J v o O GRADE + ?z 0 >- 4760 a e a 4760 4765 4765 476 4765 4760 0 - �-�m z >K swR z vZ o o o N O 4t + - � _'Sa"W OdaKo °o�d!�e�rn ^* orIn ftta a Nun,' na¢'s• �„Jf� an J ao . Za z in p(n ZC) z cc) oNwO m z m � o in_o ® 4755 4760 p760 4760 wa760 a755 _ o0 O 1 px w 0,®n o0 u F ° o ? a o pZ p H a V1 4750 < N n Z 4755 0'+° N 4755 4755 'o ut 4755 4750 O1 m II N +o% ovmi�z Z z z + Z N N M N VI r7_Z Z Z N'n 2 4745 4750 zMw 4750 4750 s 4750 4745 2 w z RECORD DRAWING z, z z, 07 I-z �z �Z FZ N o Ln o V'O N o PROJECT NO- 4740 w 4745 w a 4745 4745 w 4745 4740 w a 0417.035 SHEET NUMBER N O a rn n d .O t0 O rn d d N'i a OI m N rn .O .D N ® m t0 o o m m N h a b 1p rn d O 24 cj O O O n rn rn rn rn O O rn rn rn rn' rn m m m n n n ID 6 Itti � � O O rn o O m n n CD n r 6 n r DRAWING NUMBER d a e a v < o a a a a a d a a a a a a a a a a a ar d d d d d d a d d a a a 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 0+50 0+00 0+50 0+00 0+50 1+00 SD-6 Imo ASPHALT EDGE REMOVE & REPLACE - wi3 NEW LEGEND: EXIST. SDWK & MATCH `s 10 L EXST. SDWK K'Zzo �? NEW STA 5+02.79 BIT ROAD STATION, DESCRIPTION, nwWK �o 1 0 ASPHALT EDGE oo� x�S 61' PED. RAMPS TBC 16.50 Ri 4802.11 OFFSET, AND ELEV. p 2, z ti0pt k1 +�,1 I q Z p y O C y0. G•C p`L ,�G�p CL ROAD STATION AND ELEV. I o STA 5+02.79 4800.21 > T FLOW DIRECTION sl F Dry - x ry ^y PED. RAMP C SS) LOTLINE x b. ?- 03,500 5' SIDEWALK SO•p SS ( Oy0 A z 'Op,R 4 - 4 4' BOULEVARD TB ly ,j AC 1 _ SECTION ,js,b,l T O%6�+y1 TBOWLINE c�?%6`y 6 NEW HOLLAND DRIVE EDGE of ASPHALT srO�Ts,� (37' TBC - TBC) �'9Tq F��CT m I - o - - + �} SPILL CURB cyP, °v 6696, I 1 k^6 SECTION I:. O S�. �O x� LINE ,x a CgR�6. O�'00 9*� 1 m ,x A 9✓� REMOVE & REPLACE } - - �P o , x ° `x CURB & CIDGUTTER & VALLEY DRIVE�0 AssS� ASPHALT- NOTES. (24' TBC - TBC) �' T �y Ac R7 y9 1. ALL TBC INTERSECTION RADII TO BE 15' 60 I. �p �6a,? v lC 2. TBC=TOP BACK CURB E,5 4 �- 6xy �S x9 p6 G�6 3. BCT=BEGIN CURVE TANGENT b So 4. ECT=END CURVE TANGENT OPyQ �G b1. <TpJ l 5. ALL SIDEWALK/CURB INTERFACES SHALL , �6 0 NEW HAVE A PEDESTRIAN RAMP PER PED. RAMPS C.O.B. STD. DWG. NO. 02529-8 Ox'1 V GUTTER ' 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE r�- • ROAD, WATER, SEWER & STORM DRAIN SHEETS. 9 0G y, w F o w t p zz I REMOVE & REPLACE 6xyoPq EXIST. SDWK & MATCH EXST. SDWK PED. RAMP y�P ryy. I x' Re SCALE a' W HORIZ: 1" = 20' I VERT: 1" 2' L "�< 1 11X17 HORIZ: 1" = 40' „ I I11X17 VERT: 1" = 4' II NEW HOLLAND DRIVE VALLEY DRIVE 0 4774 4774 o n Wo 4772 4772 m I N 10 N o N + 01 01 + Irp Q o p i �OOi NOS n Z o 4770 Q r mn an mo 4770 II pb o`n° II II II II II N w O o < a a II a> w F W II q u a s I Vl W II II II 5; �1 �J NW W a 0 IL 5 yl� InW as a5 4768 0 4768 - a sW 5W NEW - - a a )- vi a5 a ASPHALT / 0>. J V1 p _ ° MATCH EXISTING .0 J -� GRAVEL O OR N STA 0+40.74 — — 0 Q 4766 EXISTING NEW 4766 z I - Z?.5py GRAVEL ASPHALT Z ZO a _ O aj EXISTING O U 10 ASPHALT (n Z L'.I o 4 764 �' Q a 4764 ` J w o ` M O Z m = - I 3 0 4762 4767 Z w (n J J U U V V Z N CQ �l 4'60 N m 4760 _� z= RE CORD DRAWING m z IF/_1 a a PROJECT No. Q 4758 W a w¢ 4758 0417.035 - 0O SHEET NUMBER o m N N o !� 'R �r �00 n Obi �Of N N O N az 15 W w 6 �O�O N ui ui h N O < d O MI h � -,6 -6 -,6 016 �r w r b < �O 1p '� b m �D t0 m�p 1p 1D m 10 O a0 a0 tp 10 <01 b 10 10 o nn nr rr rr nn nr nr n n n n n r n n' n nn yl �n �n ar <r an yry DRAWING NUMBER as ad as ad ed �a as a e v a a a e ♦ .r ♦ � a a a < a a D- 1 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 0+40 0+60 0+80 1+00 I ma� LEGEND: NEW m�= ASPHALT EDGEw3� I L^jio �i NEW STA 5+02.79 BCT ROAD STATION, DESCRIPTION, PED. RAMPS nWrc� o� O TBC 16.50 RT 4802.11 OFFSET, AND ELEV. > N��a IN NEW EXIST.REMOVE &&REPLACE MATCH o STA 5+02.79 4800.21 �P x I b16 c, ASPHALT EDGE EXST. SDWK. >> CL ROAD STATION AND ELEV. 0" REMOVE & REPLACEEXIST. SDWK EXST. SDWK & MATCH �ACgO l�CTg0AE'l OO �Z•�x,, FLOW DIRECTION �� i9 xp 0' Ox E9 ' 'L Q 'on s J, X� II I ��ry6 NEW LOTLINE 's�rss dS<Se, BSsrJp si 20 •lP K rn TZ OZ ,pry}110 PED. RAMP 5' SIDEWALK gyp) I ��Oytia +6� 4' BOULEVARD EXST. STORM DRAIN Ox p TBC INLET 4768.64 S F+ O FLOWLINE 10 EDGE OF ASPHALT MICHAEL GROVE r�tirt,9 I ak 6 Ty R, x o�h}�.a SPILL CURB (37'oTBC - TBC) fXs 87 q)697I `L^xb000 ,03. w REMOVE & REPLACE O o 00 S p CURB & GUTTER & I v a LINE o���I PRINGBROOK AVENUE ASPHALT p 16� SECTION '�P40ir (37' TBC - TBC NOTES: �+ 0 - p ) EXST. STORM DRAIN - o - — - - INLET:4768.45 1. ALL TBC INTERSECTION RADII TO BE 15' ?° I 2. TBC=TOP BACK CURB6A. REMOVE & REPLACE 10 3. BCT=BEGIN CURVE TANGENT y b1 16 `Q xB.l CURB & GUTTER & ;' 4. ECT=END CURVE TANGENT 2� I ASPHALT 5. ALL SIDEWALK/CURB INTERFACES SHALL hP bhQ� yh�'l READJU - z v, S HAVE A PEDESTRIAN RAMP PER 0' O 1 Ox 0' Ox h x h MONUM NT Ox TBOgO C.O.B. STD. DWG. NO. 02529-8 �i�OG h�pG� y'�Q'G 00i o,,0 25� I TO G NN O iW xd; x> 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE '� ryry a16 o w rn ROAD, WATER, SEWER & STORM DRAIN SHEETS. SE ION '9� p)B(} p)'/tgf Pryry.�. 0", `v;Na N LINE 2 O O 64 Cs, NEW 5 0G 9� 1lq� `rOxBJsd c^.f PED. RAMPS I Z fr l.9 S� - gg p��Rl REMOVE & REPLACE t e'Sg 'Sg NEW EXIST. SDWK & MATCH _ESE PED. RAMP EXST. SDWK. I O[�8 V- ' REMOVE & REPLACE EXIST. SDWK & MATCH SCALE R= 'o ' EXST. SDWK HORIZ: 1" = 20' •� I I �--r. �?� VERT: 1" = 2' r I 11x17 HORIZ: 1 40' I I ` noo " = - 11x17 VERT: 1" = 4' I �� SPRINGBROOK AVENUE MICHAEL GROVE I HIGH POINT ELEV = 4769.32 4776 _ _ _ HIGH POINT STA = 0+45.81 4776 E PVI STA = 0+4&97 f a PVI ELEV = 4769.36 m d n A.D. _ -1.90 3 _ o n n r K 10.53 `a am ao 0 4774 + d, 4774 10 _' o r mo I110,a 20• VC 0n II < +r r O > Ila III ^ o < 00 00 Of Q N W It It II n N em m� A < Z 0 4772 5 +^° It H a 5; Sw 5W __ .- o y O a j II II 11 N 1, W 0 5 a5 EXISTING Ji w ASPHALT m 'm > �� a J a Sa >0 NEW w iw vw �nw N4770 00T ASPHALT as a¢ 4170 J O NEV �?.Sp — _ .6 R -1.25% v ASPHALT �'1` -- — _ Q = Q w 4768 EXISTING _ 4768 i - _ _ - -- - .ASPHALT 1 4d O Z a j O 1- > U 0 4766. - - - 4766 Cr Y V) D =) O w 0 O Z m m C0 4764 _ _- - 4764 d (N U U U U = Q Q Q Q Q V 4762 Zi� > 1t.1 N w RECORD DRAWING =_ U N a v1 a PROJECT NO. a 4760 w w a 4760 n O SHEET NUMBER n N^ rO.o^ mr 0 Oa I Qa0 a Na O a ai ao ao ao na0 n mae ♦ a OIN . m r O Dr 0n0n cn m 00 0 o o no orn 0rn 0rn 06 1 6 m of o o o a rn ao 26 rw 00 p 0 o o w�' orn rn 0rn Wrn rnm rnrn rn - o DRAWING N UMBER a a a a a a a a a a e e < e a < e a 2 D-2 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 mJo I IW= 0 NEW ASPHALT EDGE LEGEND: I ADJUST STORM DRAIN a �QWo C Z INLET TO GRADE 21 w�s� o p STA 5+02.79 BIT ROAD STATION, DESCRIPTION, p iw2o ti NEW •� TBC 16.50 RT 4802.11 OFFSET, AND ELEV. rcZ PED. RAMPS pp ~ REMOVE & REPLACE �x 05:1~ EXIST. SDWK & MATCH STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. A 01 EXST. SDWK NEW 7Y I ry p1 PED. RAMPS I S CTI SECTION 1g OO 0£ .�k�,� 4}y `1'T LJ E v, I Ox FLOW DIRECTION REMOVE & REPLACE >- q LINE •5 yR 0 ,XG't•p EXIST. SDWK & MATCH �C JO 6 p oN o I OTLINE EXST. SDWK 1� k'h p.1ro - 5' SIDEWALK x lO «fix 16 yt REMOVE & REPLACE 4' BOULEVARD EXSITING STORM rP OO OC x b' CURB & GUTTER & TBC DRAIN INLET 4768.89 O O s,BO x y p ''� AC T I 1p. ♦0-. ASPHALT - FLOWIINE x ADJUST TO GRADE O Ox `\ yq0�' EDGE OF ASPHALT 'S30 o 0,3.0 -- STA 'pl F e p'so�0 HUNTERS WAY SPILL CURB Tec 185LT , UTCH fX'T ^6A II (37' TBC - TBC) 63 I k y — — — r o*�o — — — —:7.) HUNTERS WAY REMOVE & REPLACE ,��oo"^6 _ o Cy 6q o o ro (37'ITBC - TBC) READJUST I CURB & GUTTER & T J FkST3 q>6 �_ - o ASPHALT MONUMEN B X 'y^x0 joe��� �48 NOTES: N - o - 0y TO GRADE 1. ALL TBC INTERSECTION RADII TO BE 15' io ,L6�' o lb, p O 2. TBC-TOP BACK CURB cn oi' .31 5 / �e Rrp�• �e x�,b, READJUST 3. BCT=BEGIN CURVE TANGENT (5 MONUMENT BOX 4, ECT=END CURVE TANGENT X1111 NEW �� ,1ry q lT FC 'Plp TO GRADE 5. ALL SIDEWALK/CURB INTERFACES SHALL O �i- 1 O i VAL E� �+(j �6eT >cy HAVE A PEDESTRIAN RAMP PER •� �G 6 I ,ypx _ 1p 1G ? y C.O.B. STD. DWG. NO. 02529-8 'sp�i 9Sv `�+s 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE ROAD, WATER, SEWER & STORM DRAIN SHEETS. IV y 9 REMOVE & REPLACE ti Q- �- �6y L'> 6 EXIST. SDWK & MATCH O�0y y 05- -O EXST. SDWK ,�P 0,0'-5 090') I fi S R NEW / _ EXSIT NOG STORM y~'yQ��yaOJaO I I 2 y PED. RAMPS DRAIN INLET 4768.79 P' Q-0 ,�� 00 L£ '---r It ^ ADJUST TO GRADE 1P by GJ��� O GT7 B REMOVE & REPLACE SCALE y�OG ,�O r�y � J ll.... C EXIST. SDWK & MATCH PED. RAMPS hP� NEW STORM HORIZ: 1" = 20' EXST. SDWK DRAIN INLET VERT: 1" = 2' 1 1 x1 7 HORIZ: 1" = 40' NEw " = 1 1 x 17 VERT: 1" = 4' ASPHALT EDGE HUNTERS WAY-NORTH HUNTERS WAY-SOUTH 4776 PVI STA = 0+34.33 _4776 w E PVI ELEV = 4769.62 o A.D. _ -2.50 m m a o K = 7.99 - 0 4774 n 20 VC 4774 I n rp o n n Q n o o r+ mm 4772 mo 4772 o = z Q+ O o O > 11' 11 j N> EXISTING 11> n I N w Y ASPHALT — w w �> „ a> 5 w Q 30 4770 a a m EXISTING - _ _ _ - Nw W a a 4770 3 _-0. R �Nl. S z a S ASPHALT — a5 J 09, w o a 0Z\ 4768 rn 009 ASPHALT S Z z Mw 4768 NEW - - Z ASPHALT � O n 2 CJ N W o 4766 Qf Gr 0 4766 z w D \ z I � 3 o � p 4764 N w 4764 Of W H UU Z Z W U U W Q Q Q Q =� V 4762 N N 4762 > _ - zQ �= RECORD DRAWING a n a PROJECT NO o 4760 w a _ _ - - w Q 4760 0417,035 n notDf rD [D tD tD d (O O� b tO n N N '� v < < a �i•i rn onf rn o� o� 'n ai SHEETNU M o � � � m � xl m n m d� d � n� 27 m d co o� rom m m m o� � of a� oo mo a m m W rn Q mro d ne n� n� ne n'� n4O nn n'� n n r n n n n dd a a e e a d < <y ay <aa� va v� aaaa c p d d d d d d d d d d d d d d d d d < d d d d d d d d d d - - D-3 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -0+40 -0+20 0+00 0+20 0+40 0+60 0+00 1+00 H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND O6-PP-INTERSECTIONS.DWG - Jon OB 2009 - 08:38:24 om C. A A A A V A A A A V ppV�1 V V V V V `I A Of Ul O N A 01 O "J W V 47 72.9 99' (5 i S£f 0- 4772.9 I B�9 `r��v m `0a~ A X 0x 0 0 O Cr VIA 0 4772.E I '3`tS F`O� C �N O m O< ~; E m y O NO PfSL ffi�s�p y� <~04r R°R. f m 4772.8 x �4�n �� � n c A X F! nm + 4772.7 y N 1 y� .� 0 0 ^r 9 0 p ti s o z o BVCS: 0+05.59 v £r' } ti f!m z i m 4772.7 ,1 B VCE: 4772.70 n m S m �R. 4772.66 x o F, m U <n m y D + 4712.6 II n II y Fns m No 4772.51 c<i ro> m V+ 4772.5 EVCS: 0+30.59 4772.26 I m tO `� m m EVCE: 4772.25 + 4772.4 _EXISTING EL AT CL _ I c�i�^� �CT'0 T701y Ao 4771.96 ASPHALT ELEV. AT-tL J x6 = 's -0 ,�Gi x0 p m z 4772.3 4771.6E + 4772.2 0 4771.3E I y 'o m 7 a4 4772.1 pI 7 po gg 4771.0E y PVIVELEV= 47 0 88 A z �BS� V0170 + 47;2.0 0 477080 ELF /7036 . V STA 0+82 4771.9 V ELEV = 4770.88 6V1 4771.13 1 I + 4772.1 0 4771.43 , PV STA = 1+05 o - -- 4772.1 O PV ELEV = 4771.58 DURSTON ROAD OS'LO O) Jx0 0J S�S) `?gtr J J (A m y n O D OI NA(.1N Iz + + ICEJpy'' + rn+ U N O N Dip<<r-yco��� tV0 Ab p=1O)fly mmti 0 cj r Am m o Z m O N 0 O Co y f00 oc_)v DZ0-0;nzm�z or CODxr� L'J 0 oomXmC Om yyn mA T.AN J �\ �C �c om O om m Ln r m p om V J m =O Ozm z>';o F010mm yo: f O (A L�J 2 r O O Z (Z.00DZ ZO 0m 0 Oz � mm O D �y f*1 N N �ON�A'Z �� m Dm D D n vy z> Or'o,n 1 D 00 D y 0 n = O II II m f Z� o N y a II II N � mm � z y m 5 any 9gVx J ewe oo mix ��xa + 4769.9 (EXISTING ELEV, AT CL W - �qti -G00 �`O9�q a 4769.38 ASPHALT ELEV. AT CL O I PIA STA = O+OS _ __ `�i_ 4 ��, DURSTON ROAD 4769.8 PVI ELEV - 4769.53 4769.38 ,i7 I n + 4769.5 No 4769.07 '�� PV STA 0p+22gg - -- - - x i PV ELEV = 4768.83 - _ _ - y p z 4769.4 vy - - - - -- mzm - 4768.75 - �Z DZ -= T l Z o -a0 PVI STA = 0+34 y'L 'a 6C9� (A '� + 4769.3 P V ELEV = 4768.83 = _ O V� ?sx m o '0 4768.89 l I V +44. 5 - ^,dux O ' a0��'.' 4769.2 5 5 v v iq C, xJ (l RO y D o 0 09 ti 2B �* v� o I Z 09 yrDO s °r 4768.98 p;o m 0 z z �. m ti S� AS 4)7G >t o II II < >y m T r�0q 0 Su -,g z + 4769.1 Tlbbb 47fi9.01 < w H n < N d X F S F O (7 tD N J 0 II < % N 4769.0 0�m�o II Y�Ay N 4768.96 EVCS: 0+74.35 w+9 N y Ovi A� V 4 CJ 0 0 4768.9 I EVCE: 4768.91 N p y`0 y� �1Z 4' �sS m m 4768.85 0 \ LLL a N mZ Xxm p O 0� C10 0� 2,xR d 4768.7 IN m l N O q��q�. a0 I lam• Qym + 4768.6 0 x x I R. 61OY 00 l a� B�9J,y(T' m m m o +`rl �Fo mm D 4768.5 I M v o y p o p 11J m tD/ICf MA,�1 �1 ;p _ + 47fi8.4 I I m e N < O m 4768.2 I c k mm I I m m + 4768.1 1 m S o �m 4768.0 I 1 ti c� + 4767.8 I 0 0 4767.8 ( +I I '� 09'£9 l A A A A V V V O O V 0 A O+ W O Oi m DURSTON ROAD REVISIONS �l'd' 'I,, VERIFY SCALE, 711A 'MORRISON ENGINEERSGREENWAY AVE. & N. 27th AVE. SCIENTISTS 1 T = THESE PRINTS NAY BE - BOZEMAN MONTANA SGREC J. ' REDUCED. LINE BELOW MEASURES ONE INCH ON PLANNERS �' ORIGINAL DRAWING. T STRATTON w%�AIMAIERLE,tNc. SINCE 1945 No.9933 PE Ws An implol- O.A REVEW M LDrxpnwy Z� INTERSECTION DETAILS " �` PO B..1113,901 T.h"y ONd„ Boz-,MT 59771 0,STEP BY Phone:(106)587-0721 Fuv (406)587-1176 F.�' MODIFY SCALE ", NA DATE: 00P� T 2000 NO. DESCRIPTION DATE BY .``��� ACCORDINGLY! H: 0417 035 ACAD PLANS SHEETS RECORD_BOUND O6-PP-INTERSECTIONS.DWG - Jan 08 2009 - 08:38:42 am P P A > A A P A A V V V V V V V V V N ai 00 O v) CD C1 y I oy z 4768.1 0 £o'SO 0b 4768.1 f m ST s n 0 4767.9 �n m ~ zo N O Imo,, 4767.7 ' 9 I `J A O 4767.70 oP I m 11J r + 4767.E O4767.43 z x � y ^O 4767.4 11 a O.pl?) +1 y pRI x0� 4767.17 zV1' 001 °2s rix + 4767.3 EXISTING ELEV. AT CL ~ V 0 476&90 ASPHALT ELEV. AT CL I O,P`SS, r y00 �O x 4767.3 4766.63 i I PVI�ELEV 4766.47 + 4767.2 = b 0 4766.39 P" ELEV - 4766.35 _ DD 2 - - 4767.1 wl PI�ELEV= 4766 47 I I 9W 4766.71 + 4767.3_ - - - po 4767.01 PVI STA 1+05 _ _ _�v - - o 4767.3 DURSTON ROAD OS'LO �' l PVI ELEV = 4767.1E q q o V D rz7 r/ q r0 r0 v F x0SS ,X XS SAS x - r N z 1^ mO� Y > W y n nn Of V+PGN� Z + fN + O + < y 0 N 0�a.r1�t7mny .. I A PGo f f N�yy n p p r 0 0_~ L X n z O m y n Z m V f'10 1, On r� X 58 2�A cyT1 +nvxi r pp pr 0 pn b 0 mzz0 MEr n rm my ;0 m zz o pO p z D 0-G;o n m nyn n� z� m N LC IJ1 IIV II fTl ;Aocpm 0 = o z 1 om? n O r IJ p< N m z <m II II ni a v D z n Z r V p Z A v a v c S N r mm m z .N N m V1 m n r� ZO - m z O O .x 5 x4 - x �aaG' I VOVq�t„O w wS'69 81ti + 4767.6 _EXISTING EL AT CL __ w - - O 0 4767.03 ASPHALT ELEV o. AT CL 1 PM STA = 0+05 0. - 4767.4 PVI ELEV = 4767.18 v N++ v DURSTON ROAD 4767.02 + 4766.9 o P o> I S N4766.72 � Vo LE 66P �E _ 9 18 - - 4766.6 - 4766.40 1_Py44=4M6 15 O _ p + 4766.3 I PVl ELEV= 4766 48 Ly 1gq+Np N C r� Ao 4766.33 9 L 1�`S0 x6" 4766.1 4766.07 1 L-• A�, ar OT �n / z ti 'D V r z + + 4765.8 rn =f N x a 4765.5 ��r. m z + o N o sr / � mo`� m o <z �'o m + 4755.2 ^ I > o m m 0 l `J O a1 O+ m m x1 4765.0 O rCr = o I A `° o ] W k A O p m N + 4764.7 h x F p l m O Co 4764.5 / m �,m 0 I n / vniK I m _ + 4764.2 9 z z -+c No I �c� �0 �m 4763.9 + 47617 P p 4763.4 t ^Wi� . CD + 4763.1 / n 0 a 0 4762.8CD 4762.5 4762.3 � r' 6B l "J A A A A A A A A A V V V N N 10 a a V V O O N A DURSTON ROAD REVISIONS DRAWN BY: KDJ 1Y�Aa,�I,I, VERIFY SCALE! WESTERN DR. & N. 25th AVE.-NORTH cHR D. er:-SiS_ MORRISON ENGINEERS ' AS T THESE PRINTS MAY 6E =>� {T�h REDUCED. LINE BELOW g BOZEMAN MONTANA A R gy; GJS 9PLA ERS GREG J. �% MEASURES ONE INCH ON ORIGINAL DRAWING. n J DATE: 11/10/OSLAI MAIERLE,INC. SINCE 1945 No 99330PE Ws m o An r.,,pfn_-��px v A INTERSECTION DETAILS BY O.A. REVIEW PO Box 01 T of BIA., lws�a'Ill 9771 �, i0 ST a�av MODIFY SCALE DATE: COTAIpR t Y�R60N kWERIG 20DO NO. DESCRIPTION DATE Rv „NAI,"•� ACCORDINGLY! H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND 06-PP-INTERSECTIONS.DWG - Jon OB 2009 - 08:38:59 am P A P P ♦ P P A P V V V V pVp�� V V V V 0°U O N A OI 0. O N P I 4768.7 O6'L9}0- 0 4768.E ( I� +III � I 0 4768.5 I 0 4768.4 9°Ul P U x O m y ; 4768.3 I F m o Z 0 a m 01 I 4768 o I O N m to Go I _0 + .2 z o N io omA �2 4768.1 I m O? v O �z vl 9mc mOxti 0 4768.0 f �,� A DG+O S� y 0 4767.8 I C �� �BC�9 OX ns� �4°� V•a°dly II� FA 5 FS RRR I Y�p�XO 0 4767.7 I D x R. m lF�L_ tail n m •e Vo,V4 1,6 o Inx o tiRm ,s.)Ycy =�� I Vo'�4Gi ydi' 4767.E II D= N DO z F P m m o �BVCS: 0+34.92 v 5 x Fc-1" v •� ,0 + 4767.5 EXISTING ELEV. AT CL N BVCE: 4767.51 D tor� i lq 0 m + 4767.43 ASPHALT ELEV. AT CL m'o V1 m vO p OX x0 0 U II <n O pZ J 6 Ypx 4767.4 -a II II II m F eS-..9 4767.23 £ c<i m rn J o 7�lq ��'FBi^j. .V°j�0 0 4767.3 I EVCS: 0+59.92 J 476 z0 0 --- I EVCE: 4766.97 0"�' ,QJ i} w y-�°XS'� m z 4767.2 7.2 p 6� 4766.67 0 I PMS7A = pp+7gg �„�" O - '� �' k Pm ELEV = 4766.d8 .a• p O 0 4767.1 0 4766.40PIA =I p 4767.2 PM E = 476E 4 LEV 8 4766.72 ° P 1 A + 4767.6 _ <z 0 4767.02 _ o 0 7 PM STA 1+05 _ 4767.6 PM ELEV = 4767.17 a o= fq �OS'LO lq I DURSTON ROAD V 0 2 FF J FF FJ XO X°? X�B 16 SOO 6J e? 1, qD DC)A y z m I • m m m O�x U> I t Z 2 200 O V (co V + to+ 0 0 MC O<<D n n m D V O V f Fvmi vlD�v��_� o o� j >z J = AOON�O Om JrC.T<CJ c nA V FTI N 2�y n I�I<D Kl < Q N SAOzDm VmC� V Orm-mA N O S �O 7 .Zm7 '� •• VJ A OZ Z VmO mOOm N= f A NO �--I G, z O O m O fV D R2-crr y c �2 m F m o >> r yO��A6 n D Z= V D ;0 V 00 - II II fTlA ' mo p o z o mz I I I I N A mm z <m d Zm n v O zo A ? Ny m m m N >O m Z ~ D < > L.,r m9: ti tim or- R.m R fr<I m "y 2mx cm xxR N° °9lL''S•°X n m t^y m Fn_o x x R. SJ. J 7c m BRA o F� v m (A y s Z D m F < n2 D l�l9 r�OYc� v F m O p . d� m IlPrv, 611 x FA z4767.50x 4768.17 po77gg4767.20LIIV= 4767.02 0 4767.8_ EXISTING ELEV._AT CL VIP=_ ill - 0 4766.93 ASPHALT EL AT CL T pp gg22 /�`� 4767.7 PVIVIELEV= 4767.02 (�4767.25 of + 4767.9 Kl - 0 4767.55 7 Pv1 STA = 1+05 -- 4767.8 - - PV1 ELEV = 4767.70 o q �' OS'LO rq Tq DURSTON ROAD V Fs q Fs FS J X J�,S X°sn?JJ s9) _CJ s m my 0 z A P P P P c P J V V J n m m m m a orn P m au o > DURSTON ROAD REVISIONS DRAwN er: RDJ 'a VERIFY SCALE! N. 25th AVE.-SOUTH & PRIVATE STREET ENGINEERS 1 T THESE PRINTS MAY BE F m GHI(D. Br: -- MORRISON SCIENTISTS - {I�^� REDUCED. LINE BELOW BOZEMAN MONTANA SURVEYORS MEASURES OHE INCH ON = y AppR. BY: GJS PLANNERS CREG J. oc% 4 AIMAIERLE,1NIC. SINCE 1945 STRATTONW� ORIGINAL DRAWING. It DATE: 11/10/05No.9933 PE i o AnPIttM-oww co.nyuwy 2, INTERSECTION DETAILS O.A. Re E" PO Box Ina,901 T«n�*w Blvd, Bo:emon,Wr 59771 � o'sT a V= q BY Phone:(/06)587-0721 Fox:(/06)5E7-1116 �r, i tNA�`E?' MODIFY SCALE DATE: COROW i.LVR M MVEkE 20DO NO. DESCRIPTION DATE BY ACCORDINGLY! H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND O6-PP-INTERSECTIONS.DWG - Jon 08 2009 - 08:39:19 am A A A A A A A A A N A Oi m O N A 0 m `V�^ L. /rW V(� OJ`" m la co all C 4770.4 y ___._. . ........ ...... R fZ R. 4770.3 I� i c r m �d•`f nOYy o 4770.1 - ---..__ - - 1 .m�sa I Z• a o 4769.9 J ti 0 4769.7 .. ......... ....... ... . x "�� 00 ,(o °j Y rn 0 0 C �a o'yn �•oy 4789.5 Z OR.� 4769.53 £ c^ �• m m x Z Q N N Z 4769.4 }----------- -------. ... W _u N y'o o z z �c m 0 4769.23 4769.2 x=m vF 4768.93 ' a' z 4769.0 EXISTING ELEV. AT CL 4768.63 -ASPHALT ELEV. AT CL 1 - -_.._ '• o O,x s 0d rzi 4768.8 v V I �.�y eS sS0 XO mF 4768.33 I -�o l+� flprq c s 0 4768.7J... Axx so '. cil 4768.7 pp g p, 56�0o'' v)s4Cl p'SZ j95 4767.73 ELEV= 4#fim 9 Y lb +Zy _ + 4768.7 g0 o 4767.46 4768.E g q g��o \� O P` ELEV = 4767.59 4767.78 I + 4768.7 - - - � 1- o-- 0 4768.08 PVI STA = 1+05 _ n i 0 DURSTON ROAD o - } _ 4768.E PVI ELEV lS 4768.23 ,'( lq [0 - •V Sew glSx c0 X 'x O`S p�6 � eJ 6 R,� Fj VI ti In D n D a. UAWN� Z �0' yy + m+ A'cn2>cmi CD) y o OO O-' CC 5o y O 01 IL--�y C, A OO�x T<<I�TA N /L^ml Ny(\J rl N l �•I 1 mO. AC �nn Ln mp utr (� om �y $$ zZm DtiA~ Comm VI O o r my L`U zZmz m O p Z F O mo J = G o lzm y G DD I�-I x rImn DO 1. A A A < pN ; mm = z T zm o O n f 0 � N D z� n oz r m � r II mm II f'l m z Nm II II N o � w A c v m R I CD'n �l 44777771 pp ` 4771,2 _ 9C'ZZ 0- cci 0 �oc ; z Am m O I m- vl0 4771.1 vc-U mA 1 Imm m o m y 00 0 -1Am m� + 4771.0 y x mo r�z A 4770.9 I N 0o< F 3: o'm ~;N F o`Z Q z + 4770.7 I ��' �R� ozz '^ I mo' xR• Y x 0 I Q„ ov l�Tq m�f ?Or� Sow ,y �R'mo N xxm w SIB x3' ;x Yy.eT' a a 0Y f � 4770.6 I *00 � c O �p t'x ySn N v D N�� J�S`?9 vow vv p �7ay5 JCimT 0 4770.5 I C m ti c>> c O r •y z z I A o 0 A mz'�a N �9 "6 0 z o o�y wti��ti Y�40xp o m o s o c 4770.4 I )A rn m F �C9 S Rf),B�r 1ra" }��O��pg4• �70 y5 + 4770.3 EXISTING ELEV. AT CL 0 4770.28 ASPHALT ELEV. AT CL '0�- om 4770.3 2 ;o 4770.15 10 5 v m dl x + 4770.2 ?y POSTA = 0+82 _.._ _______ O 0.86R 0.75R C° 1Lkp C. 4770.03 - z q;0 08 0 PIA ELEV = 4770.00 N y' 6 W 4770.2 x a 4770.24 .0 \pd + 4770.3 � �� � � O O 00 4770.54 - - \ r PV1 STA = 1+05 - -- DURSTON ROAD N 1qS OS"LO S 4770.4 o PM ELEV - 4770.69 Sx q�SS S XO? V 59,9 I oS0��0 �9 O 2 . I A A A A A A A A A V V V J J J V V V N A a� m O N A OI ap DURSTON ROAD REVISIONS Y DRAWN er: KDJ v ENGINEERS - b f m N. 23rd AVE. & N. 22nd AVE.-SOUTH CHI''D. BY: GJS JORRISON SCIENTISTS 1 T THESE PRINTS MAV BE BOZEMAN MONTANA c s sPLANNERs 7 G REDuceo. NNE BELOW APPR.BY: TANNERS Ki MEASURES ONE INCH ON GREG J.STOORIGINAL DRAWINGDATE: 11/10/OS � AIERLEIINC. SINCE 1945 No.9933 PE Ws J C a) An hnPIaYM-OuriW Comynny ?: INTERSECTION DETAILS BY Q. REwEw PO Box 1113 901 T.m Gar:(106)587,UT 771 a„i NTH�?= MODIFY scuE GATE: NO. DESCRIPTION DATE RY ACCORDINGLn COPMW 2 YDR1M MKIRE•W..1DDO `• i I � SA 56+75.0 CPT 47LEGEND: '=a w NEW � I-"sio u0i? O ASPHALT EDGEco e Iq STA 5+02.79 BCT ROAD STATION, DESCRIPTION, SECTION TBC 16.50 RT 4802.11 OFFSET, AND ELEV. I LINE o [S SECTION O X'� LINE I ,�, STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. S I� NEW PED. RAMPS S STA 56+19.61 TO x FLOW DIRECTION STA 58+64.34 SECTION O 01 ^10 REMOVE & REPLACE LOTLINE CROWN DEVIATES FROM I k EXIST. SDWK & MATCH '� o >rj xOh��' EXST. SDWK F'Fy 5' SIDEWALK I ROAD ALIGNMENT. ,per 1nz P 4' BOULEVARD 6 TBC t SS NEW `L��60 FLOWLINE M I 10, ASPHALT EDGE gGt 16t s EDGE OF ASPHALT " A2 A�69 OS`sx� 5V 5SP0G�0 ^6� SPILL CURB O xOS ds 'l p NEW x 1 oxA. N 22nd AVENUE PED. RAMPS �6s9 qP O`t' (37' TBC - TBC) NEW 0 p� STORM DRAIN INLET SEE SHEET SD-6 S'9,p I I o REMOVE & REPLACE �„ 1. ALL TBC INTERSECTION RADII TO BE 15' CURB & GUTTER 2. TBC=TOP BACK CURB C� xS '° 2� & ASPHALT 3. BCT=BEGIN CURVE TANGENT 8 9 x O P 4 6 G Dry REMOVE EXISTING 4. ECT=END CURVE TANGENT STORM DRAIN MH/ 0 > >B 9 5. ALL SIDEWALK/CURB INTERFACES SHALL INLETS/PIPING HAVE A PEDESTRIAN RAMP PER v 00 9S g�' xrO y�' '.� C.O.B. STD. DWG. N0. 02529-8 At, k1^O 9C ,P'1 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE 3 e O' `' E, w_ow a ROAD, WATER, SEWER & STORM DRAIN SHEETS, lq O C p11 '� '� ry p w - s�, ,O°3 's9sCy M4rCy xX TT o I ry� �,11 r s x� ° s N. 21 st A VENUE sr 4js, yex She � �G� o s= 'o REMOVE & REPLACE T !s _ �fLr� (3T TBC - TBC) p EXIST. SDWK & MATCH _ /� gg D m LL >� EXST. SDWK _ Q �y~�P, AI�rtE r� m C� REMOVE & REPLACE ACCESS J £ it 00}9S NEW PED. RAMPS SCALE CURB & GUTTER S ,10 y & ASPHALT Imo, q 24, TB (W SIDEWALK(E)) (=HORIZ: 1" = 20' ,�� C/D ffi I VERT: 1" = 2' NEW y1 IINSTALLED DIRECTIONAL MEDIAN STORM DRAIN INLET gCT 9' SEE DETAILS q 1 1 x 1 7 HORIZ: 1" = 40' SEE SHEET SD-6 7 0 7 0+7555 4 p THIS SHEET W �, 11 X17 VERT: 1" = 4' ZP�}�S�S "�� TgC 195RT a769 �PyO^w� re 3 xs D-8 D-8 NEW x ,�gG PED. RAMPS STA 58+64.34 B TBC 16.0 RT 4 6 ,66 - 10 COB STANDARD CURB STA 58+74.32 TA ER TSTy 9 AND GUTTER TBC 16.0RT 6 .53 Se O N. 22nd AVENUE-NORTH Js�ll� ry �� 120 3.D' N. 21st AVENUE PRIVATE ACCESS G 1, � m^o. 4778 �O �0''` 7' p^ 4778 E 1 h y PVI STA = 54.77 d. 2.0' o PVI ELEV = 770.81 rn �i 0 y w m 4776 7.0 1 6.0� S Q�P\"GZ, A.D.K B_ 4776 u °a o m o 0 I 4- '�9 ,5p Op. n S R, 30' VC p O ra S B P4 EXISTING Q N m J' S� U J�''W ASPHALT Z ll� ci 0 0 � S no Ne a mw 4774 0 o ¢5 5 o¢v oQII eII.. 4774 o H Oo n + 12.0' o 0 ^ + QJ Z6 mm n J4772 > c 4772e ww JZ Q J N N 0 5 w a 5 a s mw mw a s EXISTING -O.6 a 5 a 5 55 Q Q w 3 _ ASPHALT INSTALL ND FORMED CURB T P OF ASPHALT. aa��.(- o. _ -_a _ O Z F- 4770. _ _ 3 _0.5 AREA WIT'HI HAND FOR ED CURB �O`"� `3-0 9" 3a 09, 3�AK-- �2.g 9, X 1.60R 47/0 E..I i SHALL BE " THICK CONCRETE. �' q.05 _ O NEN ASPHALT - DIRECTIONAL MEDIAN DETAIL O NEW o U FULL SIZE: 1"=5', HALF SIZE: 1"=10' ASPHALT (n Z w 0 4768 - N�_STATIONED OFF 4768 w Z DURSTON ROAD 7) > w o Q m z I U p CAST IN PLACE 7" 4/66 N 4766 PIN DOWN CURB 0 4"_ N Z Ci UU t;l UU Z w N a s I s" 476a 2" 4/na w a ww �I ww t/O� D1�1 ' ♦ ♦ I1 \ m iW g IN-PLACE ASPHALT c� ?_ 12"� �x N a W vRaEcr Na. ¢ 4762 w a w¢ 4 -� 0417.035 n 3/4" DIA. x 24" PLAIN SHEET NUMBER o n� nn nn n nnn nn'� nn'a nn'� nn'rn� nnrn1O hrn`� n n n n e n,o,' n ,no ,o, BAR PLACED EERY 3.0'-4.0' n0 n0 n0 1n0 ° � 10 ir0i . 0�n OeN 0° n`O nte' Oo Oo o o 0of 0 rn' 0 of 0 o of of o w u0 0 NOTES: SET CONTRACTION JOINTS AT EVERY PC oo 0 o O o 0o 0 o o m Ooo 0 o 0 ai 0 o orn O of 0 o cn.l o 32 nr nn nn nn nn n'� n�nn nn nn n� n� n'� n'� nn nn DRAWING NUMBER o as as as as as as any any as a a, a < a s� a a a ay as ye ya as ya a< ye as ya as as `*c as yc as CAST-WELACE PIN DOWN CURB DEAL PIN DOWN CURB DETAL D-8 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 NTS 0+40 0+60 0+80 1+00 0+00 0+20 0+40 0+60 H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND O6-PP-INTERSECTIONS.DWG - Jan 08 2009 - 08:40:07 am A P P P P P P V P V J V V V V V V Ot Ol al J J J J O T M N A al m O N A al I ! Pl 107 I - i I I I I y I. cmi I r m0 l/J Mai MD p ` 0 V I A 4767.5 EXISTING ELEV. AT CL UI O ~- 4767.45 ASPHALT ELEV. AT CL o PVI STA 0+05 �p p o DURSTON ROAD 4767.5 PVI ELEV = 4767.60 Z6 - 4767.45 /r 0O> m 4767.4 z �� m I p ✓. o 4767.15 m C7 - 4767.2 'x E4766I ILEVo .85 'aF / PVE 4864 4767.0 A= 4766.52 - 7 0o 4766.7 PVIOELEV= 478E 64 �•/ - a4' a. - 4766.8 C z 4766.73 .....- v wa yr� 0~ d ��/ m N-z l" Y-D y0' yY y ^m' F O a'�70y ti x0 x 0 kP� �C+ moo xm jyai ;0`� rlFi* "oo xxm pa N D Fir �� z �,-�ao o`� 4`O ~ rn / a,�� 8 G / '� N x x V0 z� Z ~ O ml•1 00 zz yNm O zm -a A� / FfR• O / �zn O uy D mm DO ` z o 1 11 A IP V j = N`� 111 Dy O z OI (/i �a•-(J // S S o _.P'�� Z _ J pti___ Nz mz 0m8mz� olm20 cz'1(� c8 F W mm Z ai UP(NN + + O IFMp'{I O'I 7JCO2D mm�� V OV Op � AW I m mm O�mrl+�m�tim 0Ao mn A AO VIInDOr 62moo O Oti J f F O N F 0-0 t�0 Or cOD� � � L/�-•'•��J zn IO J OrmmA rn F�DD V2 .Zf7 0r EmA;O -yvnD rOS+��Cz m O�'AUO F mAy ~�A S 0m.�0Zo -•7 IJD LA N mO AOAm�'Ay 2 D No��D nom Daz N� N0m C + �m 0 D L.o f m To o C A GD =N x mo m ZomO v >D AD om O O Am zDm o 11 M z <N 1V D 2 D N N Zm D N z m n II II N Ny A Qr m m m f)CpC r� z N N A O Nm Am G m m�v m R•kk A Il s x� Ot� vcv �c� o p �S ti, mA y m O S Iozo ✓'`Pl yA Dm � 01 O m �O 00 j G)vl A N� �n 90 19 D ss c x�Z e 1S3M v; mzm .� �i �Y�r m C o0yc, " N� oN C n m o O x R• J c^? (1 m; 6 Y o F'm 0 Z rn�r A� �m .Ni_R p.. ��` ff�z `� m0 0 x d x R Nc> A{oo -- --N - ---- try fz Y�.tix 1 o FAc zA os m .�f I�, 9�� '4� m�ivz �O o xom Nm m o '� ��"J 4y0 Yp0 IIn62c(;. v�if 0; + 4768.6 0AiI .�.�c xm vo N FOZ �A O z () N ZD ! O Z 4768.5 _ 4768.36 I 8l n7 shy 4768.4 N z R. 4768.06 I v •s I 0� 'd xp 4768.3 c.,I LA 4767.76 Dm �z o m vN vz v I C) 3zr.I r� DNS I. 70 ly 4768.1 _ t / �"r 0 4767.46 - y / =r m z .� �O p 4767.E > _°_ o6l I 0q O.p`bx 4767.1E ��piVI TA = 0+757g -D- - -- -- __ /PVl ELEV = 4766.99 /I 4767.8_ EXISTING ELEV. AT CL - m 4766.91 ASPHALT ELEV. AT CL _ - 4767.4 -- PVI STA = O+Bt MOt PVI ELEV = 4766.99.99 MD I 4767.23 g4767.5 - - - - 4767.53 / PV! STA = 1+05 O _ DURSTON ROAD 4767.E o PM ELEV = 4767.68 cr m 1 .ro -- --~ - OIT p9 6, Io 9 sOx I xsss I xOSOSAd 9 J ps Y)7) s sus, s� oy ss ''i 1 r2 0m Iwo o m 1 ��m x oz / / �1 1 / O N A tr Oo O A Ol REVISIONS DURSTON ROAD DRAWN BY: KDJ ,-�a'Y"a�,,, VERIFY SCALE! MORRISON ENGINEERS T AS T THESE PRINTS MAY BE i STONERIDGE DR. & N. ?Oth AVE.-SOUTH CHK'D. BY: GJS SCIENTISTS /phi REDUCED, LINE BELOW Q E Q SURVEYORS MEASURES ONE INCH ON BOZEMAN MONTANA pppR, By; GJS PLANNER$ GREG J. ORIGINAL DRAWING. ,,,,0,05 MAIERLE INC. SINCE t945 STRATTON W u u DATE: An 9M>at+-a�ano�v No.9933 PE N INTERSECTION DETAILS BY D.a REVIEW Po ao.n13.901 Te hr,*W BW., Bozeman,MT 59771 yF 9 PISTER act PMne:(e06)587-0121 Faz:(/08)SB7-1176 (c.r` MODIFY SCALE DATE: COPMN91f C �000 NO. ACCORDINGLY! DESCRIPTION DATE l "k BY "k _ RIGHT—OF—WAY VARIES 75' MIN. 4 W> N so' � TBC TO TBC uti �o DURSTON ALIGNMENT SECTION LINE ' Woo 21 $Y & ROAD CENTERLINE 5' FINISHED GRADE �213311j1j 35' 25' TBC ' 1 24.5' �N6 SOS 1 MIN. 6'CURB I I 6'CURB 1 MIN. 1 P ?J BLVD. VARIES a 1-5'SIDEyALK 5.5' BIKE LANET 12' DRIVING LANE 14'TURNING LANE 12' DRIVING LANE 5.5' BIKE LANE BL ' VARIES SIDEWALK (4/ I 9' MIN. I ` �J I I 4' IN 2%-y �—3% GRADE _ f-2% A T (MAX. 2% 3% GRADE--� -2% _ _ 4.1 II I o ) 4"4000 _ 4'THICK CONCRETE UNCRUSHED SUBBASE COURSE SHALL BE USED FOR / / / / / / / / / ALL FILL UNDER THE SIDEWALKS AND BOULEVARDS 3'GRAVEL BASE . / �j �j �/ �\�\ / / / / / / / IN CUT AREAS. SIDEWALK SECTION MAY BE PLACED �n ON NATIVE GROUND. 12'TOPSOIL p TYPICAL 2 4" THICK HOT PLANT MIX BITUMINOUS PAVEMENT - PLACED IN TWO LIFTS, TYPICAL - COMPACT TO 93% OF MAXIMUM THEORETICAL (RICE) DENSITY AS DETERMINED BY ASTM D2041 APPLY SS-lh ASPHALT TACK COAT BETWEEN LIFTS. 10" CRUSHED AGGREGATE BASE COURSE (1 1/2" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 WITH A MAXIMUM LIFT OF 5" d 13" UNCRUSHED SUBBASE COURSE (4" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 WITH A MAXIMUM LIFT OF 8" -E o w a ALTERNATE - 12" UNCRUSHED SUBBASE COURSE (4" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 WITH A MAXIMUM LIFT OF 8" i i ^ NOTE: GEOTEXTILE & GEOGRID REINFORCEMENT FABRIC AS APPROVED BY ENGINEER (SEE SPECIAL PROVISIONS) ^ gg 1. SIDEWALK LOCATIONS MAY VARY FROM LOCATION SHOWN ON TYPICAL ROAD SECTION. SUBGRADE MATERIAL - COMPACT THE TOP 8" TO 95% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99gS 2 PLEASE SEE SHEETS R-1 THROUGH R-4 FOR SIDEWALK LOCATIONS. Sg Y IL O A �LL � DURSTON ROAD TYPICAL ROAD SECTION -STA n+72.53 TO 57+97.27 I--I D-10 NTS. -- — g E —RIGHT—OF—WAY VARIES ki a ° 80' MIN. o n 3 rc w w TBC TO TO TBC N DURSTONALIGNMENT SECTION LINE a & ROADOADCENTERLINE —��, O1 0 FINISHED GRADE 1 35' Z 00 0 TBC TDC -- o r 24.5' 6'CURB 6'CURB 6'CURB 1.5' Fes- I - 6'CURB 1 MIN. y.� 1 I BLVD. VARIES µI, 5' SIDFWNK —6' BLw. VARIES 5' BIKE LANE 11' DRMNG LANE 11' DRIVING IANE-- 11' DRMNG LANE -5' BIKE LANE 0' DRIVING LANL 5' SIDEWALK s LOCATION VARIES a' MIN. v r--3% GRADE Ir 2 Q � 2%--' 2%'_.-� 3% GRADE—� �—2% 2% Q GRADE 0 V) _ a _-_-_-_-_-_-_-_- II-III-III-III-II - - - - - - - - - - - - - - - - - - - - - - M-400K M-4000 CONCRETE Z O � � � � � � � � � � � � � � � � � - 1-III-III-III-III-I -_ o UNCRUSHED SUBBASE COURSE SMALL BE USED FOR \ \ \ \ \ 3"GRAVEL BASE O ALL LCFI LA UNDER THE EWAIDESECTONND BOULEVARDS ACD /\� �/ �j // � (n O 0 4" THICK HOT PLANT MIX BITUMINOUS PAVEMENT - PLACED IN TWO LIFTS, 12'TOPSOIL Z ON NATIVE GROUND CC D 2• COMPACT TO 93% OF MAXIMUM THEORETICAL (RICE) DENSITY AS DETERMINED BY ASTM D2041 m TYPICAL APPLY SS-lh ASPHALT TACK COAT BETWEEN LIFTS. TYPICAL Q I 10" CRUSHED AGGREGATE BASE COURSE (1 1/2" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 0 WITH A MAXIMUM LIFT OF 5" w i 13" UNCRUSHED SUBBASE COURSE (4" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 f^G� 1. MEDIAN CURBS SHALL BE INTEGRAL CURB AND GUTTER (WITH SPILL CURB) UNLESS OTHERWISE APPROVED. WITH A MAXIMUM LIFT OF 8" N 2. MEDIANS LESS THAT EIGHT (8) FEET WIDE SHALL BE CAPPED WITH M-4000 CONCRETE A MINIMUM OF FOUR (4) INCHES THICK. ALTERNATE - 12' UNCRUSHED SUBBASE COURSE (4" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED Q 3. WIDER MEDIANS SHALL BE TOP SOILED AND SEEDED WITH THE APPROVED SEED MIX. BY AASHTO T-99 WITH A MAXIMUM LIFT OF 8" < z 4. THE MINIMUM MEDIAN WIDTH IS FOUR (4) FEET. W 3 5. ALL MEDIANS OR RAISED ISLANDS SHALL BE MADE CLEARLY VISIBLE AT NIGHT THROUGH THE USE OF ADEQUATE REFLECTORIZATION AND/OR ILLIMINATION. GEOTEXTILE & GEOGRID REINFORCEMENT FABRICAS APPROVED BY ENGINEER (SEE SPECIAL PROVISIONS) N a 6. FLEXIBLE DELINEATORS SHALL BE PLACED AT THE BEGINNING AND END OF ALL MEDIANS, AND AT THE POINT OF ANY HORIZONTAL ALIGNMENT CHANGE. m 0 7. ALL MEDIAN CURBS SHALL BE PAINTED YELLOW. SUBGRADE MATERIAL - COMPACT THE TOP 8" TO 95% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 0 Q PRQIECT NO. N0417,035 0 O SHEET NUMBER 2 DURSTON ROAD TYPICAL ROAD SECTION-STA 58+64.34 TO 64+00 L�y� RECORD DRAWING 3. O D-10 NTS. DRAWING NUMBER D- 10 H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND 09-STRIPE ROADS.dw - Jon OB 2009 - 09:24:30 am STA 23+65 9 STA 23+65 STA 23+65 m u 4 2 29.0 LT 4 2 xD m cn ? o w m ? DO 6 h rn A OQ+iz n STA 9+29 rl A O STA 9+36 m O w 1'1'1 w STA 9+57 IN A BEGIN TAPff ? A Q c1 N 18 STA 9+60 -� _< m TY v ��I Z rn � tp r � w C I U, m 00 D l ��,, O O m Cam!)w O�+�z Z FOIYL W cn 0 W .,7 y+ STA 25+41 N • 'o w + m u _ L 6 25 � m 0 18 STA 10+ m 0 a0 DP�OO �I�O 00+1z m.. 00mm m O S"m w � m ? FZmpST LT A 11 17© A u zpmr5+ S A 11+7 29.0 LT 25 N ry > x 16 21.0 RT ! STA 11+73 �w z N A 18 STA 28+75 m y z 0 0 9 STA 26+91 Z c�10011 F • m F N m A J o TA 0 12+32 4 3 W m D + z % R 12 STA 27+11 STA 27+16 5 u ON 0 Q P_ I_ A 9. L aar O [off O y N � .VICHAEL GROVE � � g I w�91g11 u STA 27+69 N a' o rn 7 15 17 34.0 0 r wrg z � N ' 0 l 12 STA 27+7 � o+ m 1 wo N (Jl ; o xu► r F m STA 27+9 � db w OV3HV T 914 z O O O m O L m rn F 16 T 8+03 h 4 1 STA ,3+5 STA 13+56 19 a O 29.0 RT T 11 29.0 LT • (�, N f STA 13+78Ci rzo W A l7 W O OV3HY VO o m <\> - wo v 0 STA 14+39 1 STA ,4+25 i 7 15 a 46.0 LT o 8 13 / Z O ti RT 4 2 STA 2 15 12 STA 14+28* v 9. NEW HOLLAND DR I1N0 �E F o 9a,�� v© STA 29+64 16 0 a N o n+ iIIFi0111I STA 14+96 13 8 1 L IIIIIL•fl$WAY a Ol+ 9.0 LT Oc �ae F La z O v E ro 9 STA 29+95 ^� r STA 15+15 STA 30+13 0 + f N w J °i© 12 STA 15+80 9 9 8 29.0 RT w J 1 STA 30+15 STA +25 17 7 15 0 £ f 0 LT s ERS WAY HUNTERS WAY N _ a O N 7 15 17 A AYM5831NIIH 4.0 IIIIIIII III STA 30+83\3 8 > TA VALLEY DR D tl 4 .0 6 22 0 l£ 1— STA 31+05 9 T O o sQ12 STA 16+34 oz <X> w �_ 16 STA 31+32 T1 m y m m mF .OF N N 0a oo STA 16+84 1 rn e a ® I� • A911YA 16 21.0 R T I` FY x_ T u w I DII { 1 w { g O 9 STA 17+38 STA ,7+55 dr Q A �p 29.0 LT 4 2 T I 5 STA 17+70 h ® m N 9Z STA 32+52 _ o c ' z c 1111 L 1111 „ � 28.0 RT 6 17 .0 z MINh OV3,IV m Ob+®I STA 32+87 7 � v_imm STA 33+22 Om+t£ a �, N Co' m ,,, i vl; ao 29 0 18LT 1 30 8 KA f i0o `' zA J_ b STA 33+27 4 m Or o O m® 29.0 L ® m I oB N � x m�0STA 3 + 90 12 f I 01 t Ill F<-# W N O (A V! N D � I I N L b STA 19+66 O 17 STA 34+43 STA 34 �X> L 42 30 8 N + 21.0 IT 16 T_ (I1 u! 9 STA 19+96 a I a ro m m Z STA 20+16 12 a o ®w N m N S1, R STA 20+27 17 7 15 0 £ (_ z i �! m N 6.0 LT STA 35+20 V m m f SPR/NCRROOX DR 0 I-� vDi�iD mimoX" co w A 1 STA 35+4 -) 12 m Dm A<m� z TA 20+83 3 1 ,��� yvlln CRE'ENWAY AVE. m u-- Z m 0 STA 21+03 u' ■AYGY®IIJ SD�Az >0~z 9 Dm p= 7 15 17 STA +96 I z 6, ?m o o G�T9£ y 12 STA 36+ 7 VARIES' m z z F�m p } uN 12 OR 14 m© O m ON STA 36+36 I 0'• o A i m n m 9 STA 36+42 m g m .-oil STA 36+57 21.0 LT 16 mD m o m o 16 21.0 RT nm n� { rmi mz�m `6 STA 36+92 zb D "' z 9 8 A. 36+82 t 12 N?liHa ml'I o m mmm .01 RT 0 5 zoo m STA 37+07 00+L£ - STA 37+03 17 7 15 (aC - z >m rsl 4' S 29.0 RT L H o N. 27th AVE. - 1 ' mm m O z ,m„ 0 o I' �, D f�m Z I�� 111 STA 37+65 Am _ z0 31.0 LT 13® F ra +.N r�+� mo m Z�n 0 + Z OVID D STA 37+86 N '�? rzn 0 +11£ © O1 0 I REVISIONS DURSTON ROAD DRAWN BY: JAU �'Y'd��l,, VERIFY SCALEI MORRISON ENGINEERS - b STRIPING AND SIGNAGE 1 T = THESE PRINTS MAY BE L CHN'D. BY: GJS SCIENTISTS �i REDUCED. LINE BELOW BOZEMAN MONTANA SURVE oR5GREG J. MEASURES ONE INCH ON APPR. BY: GJS PLANNER$ �'U J STRATTON W: ORIGINAL DRAWING. u DATE: 04 15/05 MAIERLE tNc. SINGE 1945 W% o A�>ti,Pl�w_ow»a�afsaov No.9933 PE 2? STA. 9+00 TO 38+00 O.A, REVIEW PD Box 1113,901 T.h d gy BW., BDzea„n,MT 59771 / S CISTEa �?- BY — phone:(406)5874721 Fax (406)587-1176 �IIII„iiNp,���E:? MODIFY SCALE DATE: CDPMW V IDRFM IU[NE 2000 N0. DESCRIPTION DATE BY H: 0417 035 ACAD PLANS SHEETS RECORD_BOUND 09-STRIPE ROADS.dw - Jan 08 2009 - 09:24:43 am t9 momrz w ,� o M p 4 rA N •1^' Z fn m �'Zm o 0 + f STA 37+86 9 f o�O cn m i' o h �l��€p O IIr F A A O r Z I Moo w Vm TA 51+82 mm w r7 m ti O B 29.0 T STA 51+88 9 o 0 Z Oo ct p + S STA 52+OB m 0 N j m A 2��Iz m m® 4 12 -zi N �o j m r7r rn D N Oh STA 39+04 + C `P _ 2 29.0 RT ro 23rd AVE. o m O O IY A .>p STA 39+15 0 8 <-Di 2 .0 LT o `O 0 7 15 1 ST 2 m m 1 7 �, STA 52+76 12 o m u Fr m-09 0A p rn w �o S m m STA 39+88 0E" c f wN mD ry O 29.0 LT MND 4 2 1" STA 53+25 a o a I• A 9-21.0 RT y�A ��C ia® _ STA 40+32 y 9 Ap © I O A � z N STA 40+39 m m A ; 1 m Z O m 30 9'0 STA 40+52 2; � ON � z<� no STA 53+69 STA 53+B m _ o In s x A 4 29.0 T 29.0 LT 5 D o oy o � WESTERN DR z w ADO 0 + S z, �Q y o0 A Ln Un z 7 15 17 STA 40+95 ® n�o 41.0 Do+ y Z STA 41+06 1 O STA 54+55 O F a m a J T 0 1^' �'1 �► 9 o'© w Q s A Ntl315341 ,w STA 54+84 19 SON a©0 0 STA 54+9 0T 9 8 S 54+97 L 17 Nam• o W I STA 41+80 S STA 55+04 29.0 LT N yC (� STAG SSL 17 7 15 A A 2 Z(` > N m n o w F (vf r N. 22nd AVE. _ �, rn�o N V1 ; o STA 41+80, 28.0' RT y N 22nd AVE. INSTALL VARIABLE SPEED CONTROL 7 151 STA 55+ O SIGN W/ S4-3 "SCHOOL SIGN STA 55+74 �. • p 29.0 L 13 8 9 ti A I 0 STA 55+94 4 + 9 TA 6+1 6+18 C T BEGIN 0 I .A y N251N BEGIN TRANSITIO 1' f STA 43+19 a, w O 21.0 LT 16 IV � STA 43+49 N A STA 56+84 STA 89 4 1 rn Ovi d 4 T a a l�0 f o I w Nl4iN STA 43+69 i STA 56+97 A I TA 43+80 w 0 AIL��� ® I i I n ti o o A In _ 49.0 L 17 715 Tom' • 3 STA 57+ m <� w O 00+4y _ c J N. 25th AVE. 1D 28.0 NO � i o N.O 0 A STA 44 E6th AVE. l7V f � +28---t 41. T STA 44+50 13 3 F 00 T-� STA 44+50 6.5 ' STA 57+80 m y N m n N a &29.0.0 9 LT P Z Z O • z p STA 57+97 r ti m 0 3- w "b 0 g� N STA 44+87 ` + V O c., 4 w A, 16 21.0 R I 1 Z 5 STA 45+.4 •' m wLSIZN PATE STA +07 �- 29.0 RT N 21st AVE. RIV S ACCESS S A 58+53 4 > m a 7 15 17 41 STA 58+64 a W O y o0 �yy BEGIN 8" WHILTE LI E o ,„„14,a, 21 STA 58R+ :' n x wo -� O m o ST058+6T4 STA 58+64 8 1n z z m STA 58+IL .0 L rn A oo m o O o o m EE AIL,�\ 00 S1 STA 58+65 17 m> o o m oo w •NgNNe zo_A T 1 L 16 STA 59+14 11 A czi n A z 12.0 RT A S +12 O N D v '" U z_ °: �! 2400 DURSTON 0 +9y 5 p z m 1. T_ 1 T- o • me STA 59+52 STA 8* WHITE ®m ^' u 7 15 1 STA 46+23 m SEE AIL END 8 WHITE EDGE L E g O 1. STA 46+39 STA 48+VA 28.0' LT z 36 A g 4 INSTALL SIGN W V�1��SCHOOL"SPEED CONTROL w d STA 59+78 38.0 59LT 6 1 i' u o z m m rn I1 cNn 8.0 / - 4 STA 59+78 1 25 J m z > ZS� z w L 11 I�0 N 16 28.0 T p a �' kri o STA 46+ 4 . �� -r 21.0 os 0 m 10 11 STA 60+53 STA 60+43 �' l STA 47+15 30.25 LT 16 N m A 9 STA 60+53 oxm ZNTIN ;Zc1c>m STA 60+59 11 z(; �mmm nogsx" u N 6 12.0 RT .2 L c) _1 4 co0m0i �Z>oz R� ! 36 STA 60+68 +1+ �► o O o D y cZi - s. 4 STA 61+24 + •t1 ® 1 w, r o cr 29.0 4LT 66 30 3 0O+L9 NO 6 WHITE EDGE L NE ` a n A 0 m z X. 20th AV _ NZ(I~ �5xmD b O rn TA 1+ 7 o r" -112'I- m,c M m 0 0 c i � y � _ Q STONERIDCE D L'' i1 1.0 � t - o m as -a D O w 7 151 STA STA 61+51 STA66104 1 7 15 i„ m-5c -p<DN o w w��•wECA BEGIN 6 WHITE EDGE NE _ s m 0 O r m i '�]°+° STA 61+71 • D 'n Ow m +o 33.0 RT STA 61+55 ? O z z A m z m o D o TT u .x 1 . L .I Nf�m 002y 1 1 ou STA 61+70 10 im m a O STA 62+08 t' a F_ Ln o m o^m o o 16 1 .0 T STA 62+19 ^' U) w Ln �^! u, >o c o END 6" WHITE E GE LINE a - pp m D,00 a 0 y M O N b STA 62+40 u i zm>�O 1 L t7 ®I Ln m u� P = m ''F z STA 62+54 ry + m "Z i v�i m'x^A STA 49+38 9 STA 62+72 END 6' WHITE ED E LINE ' m m m cT m z 83+10 _ O O £ STA \ w cA. 2 V A 0 A 37.0' LT 5 T G J 4 2 STA 50+01 0 S STA 63+33 m .0 11 w STA 63+39 cl0 1 i 3 T6 2.0 RT y SA +61 ,v z 1 It' VARIES' 1 L 50+50 STA 63+80 STA 63+73 ary 12 OR 14 9 L 4 2 -- - END 6" WHITE EDGE LINE mA p A A DO+y9 STA 64+04 Sa` 5 STA 50+82 29.0 RT o © © mb ° z w w u fySf y9 b 1C' NIp 110 A1q p�n In^y OZ �ry JvU I all A 1 Ivorum mp-+ m N <A Z T O 11 P PALY n r) N AN z O. r } w o a x z m z er b I w DURSTON ROAD DRAWN 9Y: SHM REVISIONS b��a� q VERIFY SCALEI ENGINEERS 1j� m STRIPING AND SIGNAGE CMK'D. BY: _ I�MORRISON SCIENTISTS 1 AS T �T} * RTHESE EDUCED, NLINEN BELOW BOZEMAN MONTANA APPR.RY: GJS [ J SURVEYORS GREG J. w% MEASURES ONE wcN ON MAIERLE Itvc. SINGE t94S STRATTON W% ORIGINAL DRAWING. N z u DATE: 10/31/06 1 SD No.9933 PE C An lYnploN.-OwuQ Cbmpoay 2� .�� STA. 38+00 TO 64+35.41 D.A REVIEW By. PO Ba 1115,901 rxhnd M rtw oW B ., 6o:en,NT s9771 DATE: pry�,( "C,q,cP Ph- 587-0721 Fa.:(406)587-1176 'r/�It1'«<<NA MODIFY DATE: OOPAW:YpMpSON WARIt.IK 2000 JN0. DESCRIPTION DATE BY H:\0417 035\ACAD PLANS SHEETS REC0R0-BOUND 09-STRIPE ROADS.dW - Jon OB 2009 - 09:25:00 am S N. 22nd AVE. N 22nd AVE. I I111,.1111111 46 0 M S - EJA h FOWLER :zF 1 1 ZX A N y V m T N l+ f 4 r J A ~ m } m F rm O r^ r m > r z Z h m m y 7 r r,� CAI m l N oo+es � m yF V r N. 21st AVE. PRIVATE c S z AFCESS Z m ro "� m Df I J m< O N m m N r 11 m h V_ m 0114 � m v tp In m m z u! m r� 1 • Ism 0 + r � m m C o A m m Z lA m 0 * 1 .01 + 12'L i4� 12 m � x m m I v l i i N 23rd AVE. I - y o W 00+!9 n m m o N. 20th AV STONERIDC b J O y S In m E DR. y. m z z m 0 F A C)M m p Z! z N 'o m ZE m mF, Zo m I ri+, DF rn Z O mD N m D 4 Z T m Tr mm m 2 m m T y N 22nd AVE N 22nd AVE. �F 0l+fiZ m m m _ f r' ZO m m 11 IIII111 >f m OOtb9 Z> rz, _ D 4 c a A n N A F 0 £ 0 N x J x m HUNTERS WAY _ HUNTERS WAY m m y N O f f W DVI D� NT)Hm 111111111 vxrrx mmox = mm m >pmo O m �N(n(~/f >>M. NxmmDN mFy rD-i AUV � 0 h+-1�I £ m m Z zD � Dv m o Z n m vSmqyD CA ZZ rm0AO vy D m , r 0 mZ A D f m ZZ A Ummy m D Z� ZOm v AQ m mOmr� ml Z n 0 5 pm(m N f O N = p m < Z M D m > O N ynv = oj> m y 0 A N mD ti S I O N 3 £pfAl N 0 = ZO .� C O M Z 9 I o m O nD om � m DURSTON ROAD REVISIONS DRAWN BY: Jnu �a�lYda�l,, VERIFY SCALE! MORRISON T AS T THESE PRINTS MAY BE L STRIPING DETAILS CHK•D. BY: GJS SCIIENTISTS �� REDUCED, LINE BELOW BOZEMAN MONTANA c s suORSGREG J. MEASURES ONE INCH ONAPPR, BY: PLANNERS ��TRATTONORIGINAL DRAWING.w DAE: 08,25,D5 41MAIERLEINC. SINGE 1945 An imPluNe-oon+ed cnm -v No.9933 PE 2y ��� 0 O.A. REVIEW p0 gow 1113,901 T5.hTj BM., Box—,MT 59771 BY Phone:(406)587-07P1 Fw:(406)587-1176 Tc. MODIFY SCALE DATE: R,: MMW� 2 NO. DESCRIPTION DATE BY °'«�NP,�"� ACCORDINGLY! 3 m0� �Uz6 Z=per Np n ey2 � UKU OU W 2 1 0O J a w b33N��a,, w � ASPHALT EDGE n or +~ + aF�a wka WQ� n3� � =W w z REMOVE 116 SF OF 24" a 6" WHITE EDGE LINE 61 Z' 3 a ass(J YELLOW TRANSVERSE MARKING. < a wm`s 4" WHITE EDGE LINE SEE NOTE BELOW +a N W W m W r1j1j 11 m z W P.C. STA. 9+81.1, 0.5' RT REMOVE 112.5 LF OF <w o (CNTR OF OUTSIDE 4' STRIPE) 4' DOUBLE YELLOW LINE. 4" DOUBLE YELLOW LINE 1' SEE NOTE BELOW. _ _ _ REMOVE 89� - - 5.5' 91W LANt'' �— 85:1 TAPER t z' P.C. VA. OUMD 4.1' LT 4' DOUBLE YELLOW LINE 85:1 TAPER (CCTV OF O 574 4'STRIPE) /�O�O' R P.C. STA. 10+89.5, 5.8' LT 1 `� '� 17' 25:1 TAPER __ L-25 6.4' R - —- --- -— ti' —- -._ o i P.C. STA 9+80.3. 4.3 RT — -- (CNTR OF OUTSIDE 4' STRIPE) 0' R -� -. 25:1 TAPER N < - _ _. NFMI IDOUBLE 4' P.C. STA. 10+89.5, 7.0' Ri 1 m 3 a 24" YELLOW - - (CKM OF OUTSIDE 4' STRIPE) N. TRANSVERSE MARKING - �"' y 5 5' BIKE LANE _ +a rn 9 LF OF NEW 4' n - Trr.i n Y ri 8' WHITE EDGE LINE 4" DOUBLE YELLOW LINE 4' WHITE EDGE LINE � ' t~ilmw ASPHALT EDGE t + N b I< win w z z CENTER OF 60' R o a 3Dw STA. 9+58.2. 55.9' RT pp0�pPp I O o+ 9 N - z DURSTON ROAD �' p Tec ,rec� wmo �_p if i Jf NOTE: FOR THERMOPLASTIC REMOVAL wy4 ROUT EXISTING THER MOPLASTIC MATERIAL TO g �11MAf�CNG DEAL DEPTH, APPLY TACK OIL, FILL W/ ASPHALT (]y 6 Tea SCME:1'=20 + SUPERMIX MATERIAL A COMPACT TO DENSITY. x m o O + f ^ NOTES: i1 1. EXISTING SIGNS AND POSTS THAT ARE REMOVED AND ARE NOT CALLED TO BE RESET SHALL BE DISPOSED OF BY THE CONTRACTOR. THIS REMOVAL AND DISPOSAL SHALL BE INCIDENTAL TO THE WORK; NO SEPARATE PAYMENT WILL BE MADE. NOTES ON REVISION SHEETS : 1. SHEETS T-1R, T-2R AND T-3R ARE REVISED SHEETS WHICH REFLECT ALL AS-BUILT REVISIONS. n 2. SHEETS T-3A AND T-PR1 ARE NEW ADDITIONAL SHEETS INCLUDED FOR AS-BUILT REVISIONS. E m o d } o a Y p O tp a O Q Z o Q o N Z N O o fN J I Q H W C] p N f\ Q 0 Z + a O w ~ I 20 0 la 20 Z iX U_ n r W N o (IN FEET) 1n O ro o � � Q 0 CD (~/1 m Ckf o O_ o w N m w Z N Q Ij N L'J z N RECORD DRAWING Q PROJECT NO. N 0417.035 O SHEET NUMBER n 37A O DRAWING NUMBER T-3A H: 0417 035 ACAD PLANS SHEETS RECORD_BOUND 09-STRIPE ROADS.dW - Jon 08 2009 - 09:25:21 om o m 1 0` 0 N N V! (; O O (P V! Z m m O —\ N P b C y O O b I N 25th AVE. i 25th, AVE. £ m N. 25th AVE. ❑ I m m o I z J 9 N N. 25th AVE. P m P + N N W N i D7 I I I IIII11 051 � a N U (d N O N � N Z n W O D $$ O 0 Z Z Yy A O(4 0C D� P �IIII r�iZ r� C. z oo t+n m O W 1) yy' In y� N O m Z A D W r ZNO D > N = rn �mtAO N > N W m m FF (DO m0 2 Z m W W m N r A m 0 NN ry DD ? W W O m N N m j Fm IL Z0 o • co ON■V co C ym m m �OO� r`<i � r� � V � m yy { � NS.TIN r O m=m m 0 m NZom F i F =mm m r LlN ZO m nm m 0� N�1 A V D Z A O=n m M m= O In N O W N O O > � A A O A F (/N� V� (� N Z N J v> > fn m O X" D O in w ti 2 1 mrm )rm`A m +m ti D A�1 ti,mti �D�� O + > QD D{Of-In OI 02, to x g05N Z�DZ xl W f Z tn�NA �OrO ,O N AZZ.. rmp N y O O WON +�N T D y m D I r0 Z m >m m, m D m m O D m Z O m N O N pO rA�1 O m p N t0 N 2 O D A 2 r �o � 1^ m r^ Z'z y 2 OZ m y O o o In + O> r N m o y m Z D A (♦�1 U v r Pc Z + Z + + Z O m �Oy O, OI O O m 1,0 A u N + 2400 DURSTON A N DURSTON ROAD DRAWN�, SHM RENSIGNS - VERIFY SCALE! ENGINEERS - >>� m STRIPING AND SIGNAGE CNK'D. BY: GJS SCIENTISTS T T THESE PRINTS WAY BE MORRISONii REDUCED LINE BELOW I P BOZEMAN MONTANA sNCE 19R5 0RE0 J. MEASURES ONE INCH ON APPR. BY: CJB PLANNERS %, MAIERLE INC. SINCE 19{5 STRATTON W: ORIGINAL DRAWING. u DATE: OB/25/OS 7 No.9933 PE U o An nnPIn"owNe cw,yo..y 2, PEDESTRIAN REFUGE — N. 25th AVENUE o.A REwEW PO Box!113,901 Technology BM., Bozeman,NT 59771 4 9 C,STta - By. Pho (106)587-0721 For.(406)587-1176 ��1jNy,iNAL�'?� MODIFI'SCALE DATE: COPrfiCIlf a MOR250N LLVENE 2000 NO. DESCRIPTION DATE BV ACCORDINGLY! H:\0417 035 ACAD PLANS SHEETS RECORD-BOUND 09-STRIPE ROADS-ADVANCED FLASHER.dw - Jan 08 2009 - 09:41:33 am N D Z 4'—0' _ FOUR #4 v 0 REBAR HOOPS = 3'-0" D Cp z 4' v r O *r± r \ + D m 7T /FTI S G) cV"l F D O p 8m c ^ I O ➢ rn ' z0 z o z n m D D 2 00+z1• --c - I > A O z Z Z D D D Z _ N J D O .TJ m O D yk D -TiW N C O Az NJ? 00?� �pn CD C) W z O CDZ7 E- 2 2 s m z O cp m0 z0 arm r roc a:) <o ITT CDx V7 D Z X OG+f4 oc zz 0 O \ D O V7 D �•� --Iz --I p � C D - (n � -I �O STA 43+69 W 0 8 2 -- xx C) + I oo+ra O .�+ N Z N th N. 25th AVE. n 0 - D 44+39 -0 D G�z VI z III . r- 4 29.0 LT 8 x 0 �O r A O II O < O O < D C� � N o� D ._. - O m o-DAH O 0 Z D �1 -1 O O O 00+91, D --4 r Z T' ' - 2 2 N< A m M m z o COz CO DO � cm - x D Z 0 p rn :n D p p I M -0 - `< m m TC) -0 xO DD M vDi m O m D D p O m o 2400 DURSTONI +9v 0;D ZrC) TI = ZZp co o I Z0000 = W O D � D D rn I N�NX o ZOO m Ox � V1rr D � m>> OTC Amr*1 Z O OZ z I cn Fc�'>� COzO DOz x K I _ morn 55Oz O00 Ap -1 Oc �c��i D O z C m A �0 A z I zoo O c_ cn Z z r- � c m � � o cn p D p a D -ink m0 mQ O I OO+L4 F f ; A p ; m 70 <u DOM C7 mO m O uW� r rn O = m g wa D f1m"I �Z D QQ=m g z O z O Z ?t o O A � N N 0 O D z CO O r ME<T1 n D r r + + m r I uw— (Ao o CD o cn N / NNE Uj I OD 00 //\\ z N O O m * r) / O p r Z \\ M r- r O x M o c � o T 4 — V ° > � D D __________ ___-_ o r m Z. z � � o v r �\ Z Z N cn^ <n z CD M q O^K g Do �-� oD ET' TI D (n D D m^may' y ETl O Z O �1 m _ ? N n>t- O ' 1n �z �� n � r*tZp DWr? � O M 2m N N �� Sm z �Dn CDW G) O �D WZ�O Cn r- x ? I r D>z Cn r N v7 mm D -u Np �Z�r T3 -T1 CO 0 wpp x N �r m p M f*I 0 0 O fTl m Z7 O y J v Z 0 m :A rn Co ;)< o f mNcnA 1nK pD m v M D O D -D n yD A mm M mm O N Z M ''r r co M � Z7 < �rpN m (�OrZ p0 Z p t� ou Z Q O zm r DXWm Cc DD p DD CO Gip O m� AZ (� Z 0 -H r afN ZZCA I 0p � O � 0 D m mZ np�m coo DD m�D ED m � m N � M x M m 2 O r i _ pp �pM r0 Z Z S T O O O M-:�x CO Do O O D D D O O CO r y Oz Z c z Z Z c DURSTON ROAD RENSIONS VERIFY SCALE! DRAWN Br: SHM STRIPING AND SIGNAGE c..... er: GJS ��MORRISON ENGINEERS C ENT SRS ' * THESE PRINTS MAY BE E m REDUCED. LINE BELOW u _ e BOZEMAN MONTANA SURVEYORS Z n APPR. BY: GJS PUNNERS MEASURES ONE INCH ON c " ; U DATE: 01/27�06 MAIERLE INC. SINCE 1945 ORIGINAL DRAWING. An Impfoyw-OVT�d Compony D m ADVANCE WARNING FLASHER BY O.A. REVIEW PC Bo.1113.901 T�hn*yy aya„ BD—,M!59771 DATE: Phan.:(406)587-0721 Fo.,(406)587-1176 MODIFYACCOR SCALE COPtRw t MaIRSON MMERL NC.,20DO N0. DESCRIPTION DATE BY 3= mo SCALE . HORIZ: 1" = 20' K'�io z VERT: 1" = 5' aww 00 1107 HORIZ: 1" = 40' 19+50 23+00 1"�'� 11x17 VERT: 1" = 10' � 1 6+0 0 4772 4772 11 4772 4768 _ 4768 4768 n 4768 VALL Y DR 0 ' n ^ -60 -40 -20 a0� 20 40 476860 -40 -20 +0� 20 40 � z e 1 2+5 0 4764 a s 4764 -60 -40 -20 0 20 40 60 4768 19+00 22+50 w ' 1 5+5 0 4772 - - 4772 m m v 4764 4772 0 n n i o ~ e 4768 - 4768 4768 4768 rc rL 0 -40 -20 0 20 40 60 80 \ wlo n n ^ N 4768 60 -40 -20 0� 20 40 pt 4764 4764 4764 ~ 4764 12+00 -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 60 4768 22+00 wo 15+00 18+50 NN6 N �f o n 4764 4772 ~ 4768E�vc I I- 4768 4768 4768 Z}'g Y 0 -40 -20 0 20 40 60 80 I -- n n - Z `""p&p y r 4768 a s O w 8 .6 m -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 0 4 sg 4764 60 -40 -20 0 20 404764 W dq 11+50 'n 4768 18+00 21+50 ; 14+50 A s _ - 4764 4768 �_- - 4768 4768 4768 4772 -- E / � � �- - EWH D _ na _ - - _ -- Ll -.11 ° 0 -40 -20 0 20 40 60 60 ^ ^ In 4764 � ~ 4764 4764 a a 4764 4768 8 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 N m 11+00mo ` 3 0 0 4768 14+00 17+50 21+00 N Q c 4768 _ 4768 4772 __-_ -- Z 4764 74764 4768 4768O —tr_ m4764 4768 -60 -40 -20 0 20 40 60 \ / -- - n 0 a a 4760 4764 4764 N 0 -40 -20 0 20 40 60 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 i o 13+50 a o 10+50 4768 a7s6 17+00 20+50 � N o M' 4768 - 4772 - Z w n _ - - i p o In x -- - + 4764 4764 4768 4768 V) O to n nOf 0 N o / m cy _ 4764 ~ 4768of Z ^ -- -60 -40 -20 0 20 40 60 n m Q U — 4764 ~ ~ �' 4764 + - N 0160 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 Q o Of 13+00 10+00 16+50 20+00 Q x 4768 4768 - -- 4772 _ -- N _ 4768 4768 - - m 4764 4764 m g 4764 - 4768 < aRo.iEct No, 0417.035 VT o ~ ~ 4764 ~ a 4764 ~ a SHEET NUMBER n 0 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 38 RECORD DRAWING DRAWING NUMBER XS- 1 SCALE ms� HORIZ: 1" = 20' 37+00 ��wo o 26+50 VERT: 1 o " = 5' 1 1 x17 HORIZ: 1" = 40' aww2 0. 4772 1 1 x17 VERT: 1" = 10' 4772 � � 8 31vjl n lll n 4768 33+50 4768 Y 30+00 0 -40 -20 0 20 40 60 4772 -- - 4772 -60 -40 -20 0 20 40 � 1 > 4768 4768 4768 Y Y 4768 26+00 -60 -40 -20 0 20 40 60 36+50 r 4772 4764 Y Y 4764 � / -40 -20 0 20 40 60 33+00 4772 n n 4768 4772 _ 4772 ' 9 29+50 - - 0 -40 -20 0 20 40 60 4768 n n 1 4768 4768/ � Y a -- - - / -60 -40 -20 0 20 40 4768 ` \ 4768 Y d 25+50 ` J 4764 Y Y 4764 / n nfO -60 -40 -20 0 20 40 60 4764 Y Y 4764 36+00 = -40 -20 0 20 40 60 W u /\ 4772ca— �e Y 32+50 4772 - -- . 4768 2 9+0 0 4772 4772 " a!w n n n � u 0 -40 -20 0 20 40 60 4768 60 _40 -20 20 40 O 8 &� 4768L. - \ 4768 4768 ^ r 4768 w q Q0-4 Y Y ff n \ / -60 -40 -20 0 20 40 60 ' e = 8 25+00 4764 Y Y 4764 35+50 -60 -40 -20 0 20 40 60 g" g 0 4772 3 2+0 0 4772 _ -- 4772 " 28+50 0 4772 4772 q a s 4768 4768 Y Y 4768 0 -40 -20 0 20 40 60 -40 -20 0 20 40 60 21 4768 \ 4768 4768 - n n 4768 to L Y Y o i s -60 -40 -20 0 20 40 " a " 24+50 4764 ~ ~ \ 4764 35+00 c -60 -40 -20 0 20 40 60 Q a 4772 31+5 0 4772 — — — — z -10 o / 2 8+0 0 4772 4772 ' ZO Y Y 4768 4768 0 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 o n p 00 4768 _ 4768 4768 4768 CD- / \ -- a + Y Q + ~1 24+00 -60 -40 -20 0 20 J 40 60 -60 -40 -20 0 20 40 0 M ZO 34+50rr w U n Z W 1 0 N 4772 27+50 31+00 4772 - _ - -- - V N o m /' _ _ 0 I n n - -- - - // / p N U o Y Y n n p 4768 4768 4768 4768 4768 4768 a a Q w 0 -40 -20 0 20 40 80 -60 -40 -20 0 20 40 E O a a -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 N 23+50 34+00 27+00 30+50 0 m _ 4772 -- 4772 - - - / PROJECT NO. 4768 / 4768 4768 4768 ' 0417.035 o 4766 8 n n SHEET NUMBER 476 39 n Y Y Y Y - - � r 0 0 0 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 60 -60 -ao -20 0 20 40 f DRAWING NUMBER R RECOD DRAWING j XS-2 H:\0417\035\ACAD\PLANS\SHEETS\RECORD-BOUND 10-X-SECTS-DURSTON-20 to 5.dW - Jan 12 2009 - 11:01:43 am V V V V V V V V V V V J V V rn V rn rn 0 0 rn rn rn rn rn rn a1 rn 1 a1 N # CD # OD # 0. A c # 0D # OD O I I I I I I $ $ 0 O $ $ I / 1 I I I I I I O O O O \ 0 0 I \ \ O GJ CA CAJ c"i � � 476 7 476 1 476 . 47 C. 4 O 4 6 O \ C>J 0 476 I + 0 47fi .3 + 0 476 . + 0 47 1 + 47 + 0 4 6 3 + a s 1 + I O CT O UT O UP O O O O O O 0 a6 . I � 1 0 0 0 0 I 1 1 N 1 1 O I 1 I 1 $ I $ 1 $ I OJ J $V V $ # 0) i OD 1 O I 1 rn a 1 a a 1 O� N Om O#f O� al # OD # OD A 0D # OD O # # V V OD V OD N # # # # # # # # # # # # # # # # V V V V J V V V V V V V V V V V rn rn rn m rn m rn rn rn rn rn OD rn rn rn rn # OD # co # 07 A OD A DD # m # m I # aC O 1 17 O I I I I I � I J71 $ $ $ $ 0 / $ N/ / / � ID0 0 00 0 41 0 0 6 . I 4 6 476 .fi 47 47 C.J 47fi C>J 1 1 6 + 0 4 6 1 + 0 47fi .4 I + 0 47 ul+ 0 47 + 0 476 .4 + \ � 1 � un 1 O I O I O O O 1 O 4 6 . 1 41 476 . 1 / 0 4 6 1 +O 0 476 . 5 1 Ul o 0 0 0 ' 0 0 1 O ' O r / N N / I O O $ $ $ $ $ I $ 1 1 0 rn rn rn rn C. 0# # 0# # O # # 0# # 0# A O A # V V V V J V V V V V V V m rn al rn rn rn m rn m rn rn rn # OG # CID # Ol # O) # 0u A OD 0# # O # # aVi aVi m OVi # m # m it rn m rn OD rn a1 rn rn rn rn rnDO A rn # m # m # m411 476 . �0 0 0 0 0 476 . I O O O 41 4 8 1 C_J1 a 5 C1) 47 47 .1 47fi .6 1 J + 0 4 4 + 0 47 + 0 47 a + 0 476 .1 I + o I O CJT I O I CI1 1 O 1 O O I O I O O I I I II 1 o 0 I 0 0� '1 0 $ $ 1 I 1 I I I I I \ $ $ $ $ I # rn rn I Is I o I orn an C. A # # # # 0 0 V V rn al rn rn OD OD OJ J OJ ppJ�� of J A 0rnD m 1 0rnD j V M =O u I 1 11 MAIN I 1 V I V V J V V V V V V V V V J rn rn m ( m OD rn rn rn rn rn rn F— # OD # OD OD # Do 0 # OD 0 # OD II M O O O J I I II II+ II v C O N N N go 1 O O 11 1 $ 1 $ 1 $ 47 00 476 . (.0476 9 (0 1 I 47 C+71 0 476 . I O 0 47fi 9 I u O 1 O O I I \ / 0 0 0 N N N O O O Un Un 47fi .4 O 476 .1 O 476 .5 0 476 .2 1 O 0 476 .23 0 476 .49 +O # # $ 1 O O I O o o I I 0 0 0 O 0# OP A ao O # OD O \ $ $ 1 I I � rn rn rn REV SIONSPe DURSTON ROAD DRAWN er:�N ,, !lI" VERIFY SCALEI STA 37+50 - 51+00 MORRISON ENGINEERS , AS MT 12/08 THESE PRINTS MAY BE X m + CHK'D. Br: GJS SCIENTISTS {� {'f'�,� REDUCED. LINE BELOW CA � � BOZEMAN MONTANA suRVEYa's GREG J. MEASURES ONE INCH ON APPR. BY: GJS PLANNERS STRATTON w3 ORIGINAL DRAWING. DATE: OB/22/O5 MAIERLE,INc. SINE 1945 p W: c No.9933 PE 2s An ImfYoyw-Owntl ComyanY ii'r� W ROAD CROSS SECTIONS ®50FT BY D.A. RFV Ew ro BD a(ph� 01 T o zq BW., (ro j e,WT 971 ;cNAL F�G MODIFY SCALE DATE: NO. DESCRIPTION DATE BY «u� ACCORDINGLY! WP/PoaRC YOPoDSON N�IERIF,MiC„711W SCALE Wia F HORIZ: 1" = 20' K VERT: 1" = 5' 61+50 — w50 1 1 x17 HORIZ: 1" — 40' 1RODOR 5Y 54+50 11x17 VERT: 1" = 10' � � 4772 - -- -- 4772 4768 _ _ -- 4788 _ 833�r'�'p,,, 58+00 4768 4768 4772 - - 47]1- 4764 � � 4764 Y Y _ -40 -20 0 20 40 60 fy i -40 -20 0 20 40 4768 4768 n n • 61+00 -40 -20 0 20 40 54+00 4766 4766 4772 4772 - - -- 57+50 0 4764 < 4764 o _ -40 -20 0 20 40 4768 4768 4772 4772 a a -40 -20 0 20 40 F�t�� 4768 -40 -20 0 20 404768 6 0+5 0 w v`,ow a 5 3+5 0 4768 4768 57+00 qad w"tea 4768 - 4768 4764 < + 4764 s R tO tD -40 -20 0 20 40 c�}'• a Sg 4772 4772 Z aE -- -40 -20 0 20 40 0�. 8 s4 4768 ~ ' 4768 60+00 64+00 q -40 -20 0 20 40 53+00 1�4764 4768 47684788 _ 856+50 S 4772 4772 4764 4764 on n -40 -20 0 204764 < a 63+50 N -40 -20 0 20 40 4766 4766 -40 -20 0� 20 40 w ' 5 9+5 0 4772 — — — 4772 g d 52+50 — A w N p U Q O m o / n n 5 6+0 0 4768 o o� 4768 4768 ~ a 4768 Q _ -40 -20 0 20 40 Z 4768 - -- ---- -- _ - 4768 4772 4772 Q H o Z n n n n o 4764 4764 ntO n1O ^ ^ -40 -20 0 20 40 4764 Y Y 4764 4768 < a 4768 6 3+0 0 ° -40 -20 0 20 40 60 -40 -20 0 20 40 z� 4772 �� -- 4772 CD 59+00CD _ CD 5 2+0 0 5 5+5 0 4772 4772 4768 ' a 4768 Q �+ Ln ___ -40 -20 0 20 40 � I p w 4772 - -- - 4772 _ N 4768 - - - 4768 _ VE. �NZ - L U 4768 4768 O N o m F— + 4768 --- 4768 6 2+5 0 N Z n n n n n n � L p 4764 ~ a 4764 a + 4764 ~ ~ ry 4764 4772 -- 4772 p a U m I -40 -20 0 20 40 -60 -40 -20 0 20 40 60 -40 -20 0 20 40 rn cn & r N - a 0 n O Of w 4768 a a 4768 51+50 55+00 58+50 -40 o ao Z 4768 _- 4768 4772 - 4772 4772 4772 f lira a/ \ ^ O ,a - m NN47644764 4788 4768 4768 a 177� RRaE cr No. 4768 4768 0417.035 o -40 -20 0 20 40 60 -60 -40 -20 0 20 40 -40 -20 0 20 40 SHEET NUMBER n O 41 DRAWING NUMBER RECORD DRAWING XS-4 mom tmui ZSP �Z ANCHOR RmT PATTCRN awwz oa (VERIFY BEFORE PLACING ANCHOR BOLTS) � iv oIN ELECTRICAL QUANTITY SUMMARY 40112 - a33N,,,, 2 z , ITEM NO MATERIAL RI IHAI 2-LANE TOTAL TOTAL TOTAL UNIT URBAN RURAL URBANN Q; TYPE "P" CABINET TYPE "M"616 183 000 FOUNDATION - CONCRETE 12,4 12.4 12.4 CU YD CABINET ri 616 343 920 CONDUIT-PLASTIC 2 IN. 346 300 349 300 346 300 ON FT. 616 343 924 CONDUIT-PLASTIC 2-1 2 IN. 343 599 343 599 34 61fY LN FT. 616 343 930 CONDUIT-PLASTIC 3 IN. - NOTE: NOTE: g eIr 20s 20 jlFs 20 LN FT. LOCATE CONDUITS NEAR THE CENTER OF THL LOCATE CONDUITS NEAR THE CENTER OF THE 616 783 002 PULL Box-CONCRETE TYPE 2 4 4 4 EACH PEDESTAL -- BETWEEN 6" AND TO" FROM PEDESTAL - BETWEEN 4" AND 8" FROM THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. o s16 783 003 PULL BOX-CONCRETE TYPE 3 1 EACH EXTEND CONDUIT 2" TO 4" ABOVE THE EXTEND CONDUIT 2" TO 4" ABOVE THE o CONCRETE PLDLSIAL CONCRETE PEDESTAL. 617 033 814 CABLE COPPER 16AWG14-600V 369 034 i949 034 439 834 LN FT N 617 086 920 CABLE-COPPER COAXIAL-VIDEO !a9•i 890 69}000 69•}000 LN FT, 617 123 106 CONDUCTOR COPPER AWG 6-600V -79F 411 -76F 411 3BF 411 LN FT. 617 123 108 CONDUCTOR COPPER AWG 8-600V 1-+p7 Y10 /ip7010 }i?7910 LN FT. �7 of w 617 123 110 CONDUCTOR COPPER AWG 10-600V -7'#000 -i74 000 -77F 000 LN FT. z w z wyu i 617 233 030 CONTROLLER - CAB PEDESTAL TYPE P 1 1 1 EACH N 617 333 t60 SERV ASSEMB - 60 AMP 1 1 1 EACH e 4 Ipru R 1 63 010 PHOTO ELECTRIC CONTROL 1 1 1 EACH 617 503 130 SIG-TRAP 3 COL-1 WAY 12-12-12 f 0 5 S EACH Q w 617 523 127 SIG-TRAF 5 COL-1 WAY 12-12-12-12 5 5 5 EACH H /� N 1�- $o 617 553 020 SIC-PEDESTRIAN TYPE 2 6 6 6 EACH t�W 0Q 84 617 603 005 1 MODIFY CONTROLLER 1 1 1 EACH e f g S` 617 693 900 SIG STANDARD TYPE 2-A-900-0 2 2 2 EACH -CLASS "D" CONCRETIFOUNDATION COMPLETELY SEAL THE H,. g 617 713 099 SIG STANDARD TYPE 3-A-900-9 1 1 t EACH OF THE CABINET BY PLACIN- SILICONE SEALANT BETWEEN 617 763 sat DETECTOR/LOOP SHED CABLE 355 324 36B 324 356 324 LN FT. - THE CONCRETE PEDESTAL -3/4" SCHEDULE 80 AND THE BOTTOM OF THE PLASTIC CONDUIT 611 781 001 REMOVAL AND SALVAGE 1 1 1 LS CABINET 1 BARE AWG N0. f� ;617 903 250 PUSH BUTTON 4'0"EDESTRIAN 3 3 3 EACH 1 1 617 903 502 EMER PRE-EMPTION GET CABLE 316 316 316 LN FT. 'm d 1 s z 617 763 405 DETECTOR- VIDEO 3 3 3 EACH 4 S" MIN. a u $ 619 010 410 POLES-TREATED TIMBER CLASS 4 -3fr 0 -b6- 0 -.36- 0 LN FT. CONCRETE PAD- I Q fl Z a z 1 - 0 1n 5/8 x 8' 0 COPPERWELD GROUND ROD ~ zw 1 � z 0 O a L ► 0 Q J w o* -INDICATES STATE FURNISHED MATERIAL O v)w CONTROLLER CABINET MOUNTING a Z a O o W J Y -nnlrRLll I'rnLSTAL DIMENSIONS A w B C D E F J N w TYPE M 2'10" 3'2" 1'7" 2'0" 2'0" 3'0' L r I YPF P 4'0" 4'4" 2'4" 2'9" 2'0" 3'0" o Z Q Z � Q O TYPICAL CABINET DIMENSIONS w N O m N4DTH HEIGHT DEPTH PROJECT NO. RECORD DRAWING TYPE M 2'6' 4'2" 1'S" SHEET N 35 TYPE P 3'8" 4'6" 7'9" sREET NUMBER 42 DRAWING NUMBER E- 1R 0 m NO t0 W V Clt A C.+ N O tD W V Cn (1t A C,I N ZO Z � In � m n Z ry0, v O � N R C - m o z 00 J O m R° z Z D I O 71 c c rn m z D m F9 o c m Ln o ;;u mom rrn mom ? W mom cA � z O 0 CID O Z cn D W W R°- N) m R' D R' Z1 m O D so D ao D D D C� > O { z LI m 0 0 -v mll O S A �1 m D > Z Z D 0 2 N fATt D C S j D 2 Z f�,t ys N ?y o m o v c m v D x x n s TX � m - * " � 01) 0 �1 m OZA � 2D- Om A W � � � -i n0 �r~iOm � O /V O ZD D ZC) m r0 m A M5F D m p m = n 2 Z Z Z o m c O Z D O l N O cC/1 D F OT. Z 2 = ZS O m 0 p N O ~ 2 Z o lo /I D O S r N S y Z r�*t m r T m O Z � W COpp 1'1ZOD � -i _ACDO000 T72crm202 " m m A 5 A Z O D p Z D 2 2 0 -- o ' m o W m W N A m Z N W p omr F4 n Oo ; rxr,D m ' Z o ) A A O K W o Z D y 0 0 N O D O A A A W O C O A r2~'1 C NO mO = 0 -C O W m' W D O O Q Z Z D � W ' FTTI :.. r C-) Z r N y r tip x y m ' S A O A y m IA+t O lCn Z ? p m D A x { I o m o m-0 -O r ; C m � Z O N m = N O o D mymy DA TZSZm0K 9 m 20 C ' mv) Z Dm DTZ.tmm y0 2go2L' mcnvyiZ ' 2mmm 00 -0* nyZ m D V CD y r < Z m Z _� ti ti m (� m r r D { rrn r m O D p Om rZ^I 2 -� Z O S A 2 Z A W { r�'1 W 50000 O < 2 D N o' O A N W Dr C` 2 m D D m m D n m , ? m o D '� O m O O m m r m I Z D Z r Zp N D = c Z 0 Z D m Z O m L. m m M Z O x o m y D 0 O !n m m Z r D - O � D < m � N D � � W 2 Li� � z � M -� rA2 W XN � N � ti O D m m D On n n m j m m OC 0 m D cmil D m A A m m p Z = r S A m CO A j N W s � N - - z V' N D N p W a)DO Z O O p p D �W F r -i Itit > :E , O Z � II II II II II II II � �N • ;o (n-U� m w Z DJ O A M LP OD A N U C \ O O ti � 8 vo z zF _ `° f F F°= mod � � - - 0 :E �� 1 — — — — — O W G�X� :E co -S co DO = r Fr � X 1.. 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MEASURES ONE INCH ON y ORIGINAL DRAWINGU DATE: 10 25/05 MAIERLE,INC. SINCE 1945 No9930PEA,.d*.i+w«-o°ro�.e cro,�.>a..w WATERTIGHT CONNECTIONS PULL BOX a.a RenEw PO Bo.nu,901 T«n E TYPES 1,2, A 3 / BY' Phone:(/06)587-0721 9.Gov:(101i)587-MI 69771rlrCISTER �� MODIFY SCALE DATE: COPMW R,MORWAR MQW I/IC ID00 DESCRIPTION DATE BY r.N�n.L"` ACCORDINGLY! H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND 11-E-3.dw - smolmber : Jon 08 2009 - 09:42:47 am z ° DOA D n m C n z CID 4 m N n R r C; �. 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Ag I8 8 cziNn Ra A z o a n i• - z D o f Oc 1—r t t mJ z — R=� Imo D oznm>n MCI OZ z _ m osm" Uv�( �R mp"o > A y�T Z�� O�2 m0� 9N1C > zz g _ _ N C z �~� O tigR DURSTON ROAD REVISIONS VERIFY SCALEI O 7111KD ENGINEERSELECTRICAL DETAIL DRAWING ❑ + AS PAT 1 n+ESE vRIN s MAr BE m MORRISON SCIENTISTS ems} {_� REDUCED. LINE BELOW SURVEYORSWy MEASURES ONE INCH ON BOZEMAN MONTANA PLANNERSGREG J.STIR 0 w� ORIGINAL DRAWING AIERLE,iNc. SINGE 1945 No.9933 PE Wj An A.Pm -o.�.e cnn.Pnr v 2_ TYPE 2A & 3A SIGNAL STANDARDS O.A. REV EW PO Boy,11J,901 T.hn*W BW., 9—m.N1 59771 "CIS, FOUNDATION DETAILS, AND TYPICAL SIGNAL MOUNTINGS By. n Phone,(406)587-0721 Fo.:(406)587-1176 14y" "`\`E� MODIFY SCALE 00PlRIG10 yOPodSON yNERIE.p� p� NO. 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TS BELOW 2 ' BOZEMAN MONTANAsuRVErRs GREG d. MEASURES oNE INCH oN PLANNERS � ORIGINAL DRAWING. MAIERLE INc. SINCE I,>.s STRATTaN i w U An n.Pzaf.•-oW..ewnv No.9933 PE 2s , A SERVICE ASSEMBLY DETAIL LDAA'Ti—E� .A. REIEW Po Bo.1113,901 Technology Blvd., Bozeman,YT 59771 CISTER Phone.(406)587-0721 Far,(+a)5B7-1176 `a,� E,= MODIrY SCALE pPImCM T,yppq M�[AlL INC p!p N0. DESCRIPTION DATE BY I„«NAL��,. ACCORDINGLY! H: 0417 035 ACAD PLANS SHEETS RECORD-BOUND 11-E-5R-6R-ELMAP.dw - smalmber : Jon 08 2009 - 09:43:26 am DOyom D ZOA A DS o r A m �m D m\ ? 01A 1Z �D O 50 m V700 Z O 1m ZO m< DD pK 0 AO O AO N r0 Go D m-W D o m m m Z 36-0> N (_n O G7 a' Y tiV (n M Y Y n g >A> z N� o 1 O O n m D C D o 0 ;0 A m D O Z O CD r0 p I- O�C N; r � zZOko m o ti I'nA D O O 0 � Z N W A A r mS 0 A C 00m NO K z A z _c Z M { O � Dz f)A f o rr m V g o 0 N Z m0 0 C - C .CJ = 0 I T s _ N ...... .... ....... ... .... ... ....... ............. ... 1 O W ' J 19TH AVE. A0 T pw w I I w \ w N N O O ........... .................. K F c x — �T ,z >— T� I O m m= O -1 r M n� Z1 -1 m Z 5 O N o j(r O I � Z W C D = rZ CJ �Om - mI <Cn to�7 OD Z I mA �m D< (AN N f•1 O N S m m Lo u Y DURSTON ROAD REVISIONS VERIFY SCALE pp DRAWN BY: RI F b�YNIERS A I,, rr-lE STREET LIGHTING CHK'D. BY: RIF ❑ MORRISON SCEIN INTISTS [NO. ADD SIC. NE QUAD 12 BLF , RTHESE EDUCED. BELOW P BOZEMAN MONTANA �A SURVEYORS eu�T 1 MEASURES ONE INCH ON �$ APPR.BY: ��*((((� PLANNERS BRUCE L. A MAIERLE INC. SINCE 1945 FOLEY w� ORIGINAL DRAWING. (f� ; m �+ i DATE: 1 O/2S/OS An NM pl F+.-ovn,.d �� �O No.11019 PE _ P WIRING DIAGRAM O.A.REVIEW a; BY, PO Box Phw:,901(406)Twhroloy 587-0 BGax:(/06)587-11769771 411III1/�/CENSC� �V? MODIFY SCALE DATE: CORER,[ 1000 DESCRIPTION DATE BY 11 NAL�,. ACCORDINGLY! 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BY: BLF MORRISON SCIENTISTS i ro SURVEYORS s^ {(h,; REDUCED. LINE BELOW BOZEMAN MONTANA AS MIILr 1 MEASURES ONE INCH ON „ APPR. BY: PLANNERS BRUCE L. SY� ORIGINAL DRAWING. = J ; DaE: 10/25/05 MAIERLE,INC. SINCE 1945 FOLEY W% i An lmpfoyw-Oam�d cy,,,y,,,y No.11019 PE Y p DURSTON ROAD N. 19TH AVE G.A. REv1EW Po e�,ttu.901 re n / Br Plane.(+a)587-�7 BI a, (�a�,MI7659771 /�� "CE , �Y MODIFY SCALE DATE: COPyRo11 t ILO S)N NVDCE 2000 N0. DESCRIPTION DATE BY IIIIt1 NAL." ACCORDINGLY! _ w;o mo 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. i m? ELECTRICAL SYMBOL LEGEND ABBREVIATIONS THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS ^z i o �z 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS APPEAR ON THIS PROJECT. Jo 0 INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRESEDENCE OVER MOUNTING HEIGHTS LISTED BELOW. > 0 $Y � SURFACE FLUORESCENT. A, AMP AMPERES GND GROUND PNL PANEL P-1.3.5 BRANCH CIRCUIT WIRING. ARROW MTG SU OU SCALE. INDICATES ALL DEVICES UNDER ONE H7 AC ALTERNATING CURRENT GRC GALVANIZED RIGID CONDUIT PVC POLYVINYL CHLORIDE CONDUIT HT. HT. T RELAY H7. �'-� INDICATES HOME RUN TO PANEL WITH STEM INDICATES WALL MOUNTED. COVER PLATE. CIRCUITS AS NOTED. WIRE SIZE IS A/C AIR CONDITIONING PWR POWER /12 UNLESS NOTED OTHERWISE. p RECESSED FLUORESCENT TO SCALE. AFF ABOVE FINISHED FLOOR HID HIGH INTENSITY DISCHARGE SHORT TICK MARKS INDICATE PHASE SHADING INDICATES EMERGENCY DUPLEX RECEPTACLE. 18" Fp PUSHBUTTON 7TON 54" AHU AIR HANDLING UNIT HOA HAND-OFF-AUTOMATIC RECPT RECEPTACLE iwa CONDUCTORS. LONG TICK MARKS ATS AUTOMATIC TRANSFER SWITCH HP HORSEPOWER RM ROOM INDICATE NEUTRAL CONDUCTORS. A SURFACE FLUORESCENT STRIP SINGLE INSULATED GREEN GROUND FIx7uRE. sHADwG INDICATES AL ALUMINUM HPS HIGH PRESSURE SODIUM RVNR REDUCED VOLTAGE NON-REVERSING CONDUCTOR SHALL BE PROVIDED EMERGENCY 4PLEX RECEPTACLE. 18" Ho PAGER PHONE HTR HEATER RVR REDUCED VOLTAGE REVERSING � �N�! 11 2g WITH EACH HOME RUN. BKR BREAKER HVAC HEATING. VENTILATING & z p " SIN SOLID NEUTRAL CEILING MOUNTED EXIT SIGN. AIR CONDITIONING ARROWS DIRECTION, SHADED AREA FLOOR OUTLET - ADDITIONAL C CONDUIT HZ HERTZ SP SINGLE POLE TOGGLE SWITCH O WI THREE PHASE JUNCTION BOX INDICATES FACE. STEM INDICATES O SYMBOL INDICATES TYPE. `O DISCONNECT SWITCH 60" CB CIRCUIT BREAKER SPEC SPECIFICATION WALL MOUNTED. CCTV CLOSED CIRCUIT TELEVISION INC INCANDESCENT SPST SINGLE POLE SINGLE THROW �1 CONDUIT UP FLOOR BOX WITH COMBINATION CKT CIRCUIT J-BOX JUNCTION BOX SSPB START-STOP PUSHBUTTON m CEILING LIGHT FIXTURE, CAPITAL LTR. 4PLBX RECEPTACLE AND 2 FUSED DISCONNECT SWITCH 60" CLG CEILING SW SWITCH INDICATES FIXTURE TYPE, SMALL LTR. TELEPHONE/DATA OUTLETS C.O. CONDUIT ONLY (WITH PULL STRING) kW KILOWATTS SWBD SWITCHBOARD H`o CH INDICATES SWITCHING, DIAGONAL LINE CS COMBINATION STARTER kVA KILOVOLT AMPERES SWGR SWITCHGEAR CONDUIT DOWN INDICATES RECESSED, STEM INDICATES WALL MOUNTED. SPECIAL PURPOSE OUTLET, LETTER COMBINATION MOTOR STARTER 60" CU COPPER INDICATES TYPE. SEE SPEC. LTG LIGHTING TB TELEPHONE BOARD ----- UNDERGROUND CONDUIT A ARM MOUNTED POLE LIGHT FIXTURE DISC DISCONNECT TIC TIME CLOCK o ❑o MOUNTED TO CONCRETE BASE. MAG MAGNETIC STARTER �p D DISTRIBUTION TD TIME DELAY s o LETTER INDICATES FIXTURE RE TYPE. �+ SURFACE MOUNTED RACEWAY � THERMAL MOTOR STARTER SWITCH MAN MANUAL m u WN DOWN TEL TELEPHONE -- CONDUIT BUSHED ON END. DPDT DOUBLE POLE DOUBLE THROW MAX MAXIMUM THERM THERMOSTAT a FLOOD LIGHT DWG DRAWING MCC MOTOR CONTROL CENTER TSP TWISTED SHIELDED PAIR {� TELEPHONE OUTLET(2) 18" I.L] THERMOSTAT (1) 62" DN MDP MAIN DISTRIBUTION PANEL TTB TELEPHONE TERMINAL BOARD ® PAD MOUNTED TRANSFORMER EA EACH MECH MECHANICAL JUNCTION BOX - SUBSCRIPTS: TYP TYPICAL A = ROUGH IN FOR ACCESS CONTROL EF EXHAUST FAN MH METAL HALIDE UG UNDERGROUND KEYPAp LOCATION. WALL MOUNT Q DATA OUTLET (2) 18' © CONTACTOR ELEC ELECTRIC MIN MINIMUM UH UNIT HEATER C = ROUGH IN FOR CAMERA SYSTEM i MATCH LINE AFF EMT ELECTRICAL METALLIC TUBING MSS MOTOR STARTER SWITCH LINO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT MITI) MOUNTED V VOLT VA VOLT AMPERES SWITCH:SINGLE POLE a6" TELEPHONE DATA OUTLET 2 te" N NEUTRAL VFD VARIABLE FREQUENCY DRIVE i w ri LINE BREAK 1 4 p / ( ) ® TRANSFORMER EXIST EXISTING ow $3 3-WAY 46" FA FIRE ALARM NC NORMALLY CLOSED -erg 4-WAY 46" FDR FEEDER NEC NATIONAL ELECTRICAL CODE W WATTS W�Na INSULATED GROUND WIRE q� 88" ^ g, TIME DELAY 46" ®+ CLOCK OUTLET 8 UTILITY ELECTRIC METER FD FUSED DISCONNECT NFD NON-FUSED DISCONNECT $u SMALL MOTOR DISCONNECT a6" FEC FLATHEAD ELECTRIC CO-OP NO NORMALLY OPEN WP WEATHERPROOF 5 tl HANDHOLE FLEX FLEXIBLE CONDUIT gg S.$b WALL SWITCHES WITH 46' ® TIME CLOCK 60" ® METER BASE FLR FLOOR NUMBER W/0 WITHOUT > Y SWITCH LEG CIRCUITS'a', FLUOR FLUORESCENT OC ON CENTER XFMR TRANSFORMER Z ESE Q PULL BOX AND 'b' FO FIBER OPTIC OH OVERHEAD O 8 $K KEY OPERATED 46 �. PHOTOCELL GENERATOR FVNR FULL VOLTAGE NON-REVERSING Y WYE CONNECTED 'j m ELECTRICAL NOTE. REFER TO SPECIFIC ELV LOW VOLTAGE SWATCH FVR FULL VOLTAGE REVERSING P POLE DELTA CONNECTED Q NOTES ON SAME DRAWING SHEET. WALL SWITCHES WITH G GREEN PB PUSHBUTTON SWITCH LEG CIRCUITS'o', Qb MOTION DETECTOR F® METER GFI GROUND FAULT INTERRUPTER PH PHASE PHASE (y„+GROUND w b', 'c. ect. �_- O � � (1) THE E.C. SHALL COORDINATE WITH DIVISION 15 THE LOCATION AND REQUIREMENTS OF THERMOSTATS (2) TELEPHONE AND/OR COMPUTER OUTLET, CABLE TELEVISION OUTLET MOUNTED AT 18" AFF, UNO AND INSTALL THE REQUIRED BACKCAN, CONDUIT W/INSULATED THROAT BUSHINGS (3/4" MINIMUM), INSTALL REQUIRED BACKCAN, CONDUIT(3/4" MINIMUM) W/INSULATED THROAT BUSHING, TO 8 PULLCORD AND TAG TO 6"ABOVE CEILING ABOVE CEILINGS AND TO THE COMMUNICATIONS CABLE TRAY LOCATED ABOVE THE CORRIDOR CEILINGS, PROVIDE AND INSTALL COMMUNICATION CABLE, TELEVISION CABLE PER ELECTRICAL SPECIFICATIONS. 10 o � o � LUMINAIRE SCHEDULE Y w o CATALOG N0. MOUNTING Q TYPE DESCRIPTION MANUFACTURER OR SERIES VOLTAGE Q o FULL-CUTOFF COBRAHEAD 40OW HPS, TYPE III DISTRIBUTION, A 40OW HPS F- oN S LAMP, -20 DEGREE F BALLAST THAT IS DOUBLE FUSED. MOUNT ON A GE M-400 SERIES POLE O 1 38FT POLE WITH A 6FT ARM AND A CONCRETE BASE AS DETAILED. SEE 240V m � DETAILS ON SHEET E-9. POLE SHALL BE RATED TO HANDLE FIXTURE EPA A7 0 80 MPH WIND WITH 30% GUST. AND FINISH SHALL MATCH FIXTURE. Z O Q E NOTE: THE TOTAL 38' POLE HEIGHT SHALL BE MEASURED FROM POLE BASE TO LUMINAIRE FACE AS SHOWN ON DETAIL 1, SHEET E-9. On Q a O p Q I a Z In r p w N p � w c ::D U 0 (N C, m I J a O S m tr� V) �i Q Ui W N a DO 0 a PRQI RECORD DRAWING Da17135 o SHEET 4NBUMBER r DRAWING NUMBER a E-7 tJ Y KEY NOTES - J >mZz O I zw_3 O + =o2 m [L> RELOCATE EXISTINN POLE TO THIS aww Zo STA: 14+26 w STA: 18+2a STA. 20+18 c� PULLBOx LOCATION AND PROVIDE A NEW POLE �� S OFFSET: 28.00 L 1 2 �-,% zY Z OFFSET: 28.00 L 4 OFFSET: 28.00 L .00 JL oFFSE�rA:28344 BASE PER UTILITY REQUIREMENTS.- 7 [2> LEAVE EXISTING POLE - 33N„ " + + f J m $ o $ N N ® 2 #6 CU & 112 CU GND IN 1"CQ za off,, I + 1 + I + I + + + I + I +� I + + I + I I + � PROVIDE 12" HDEP PIPE $ 8 $ o o 0 0 ----- 8 O ----------- 8 O 1 ----- - -- SEE SERVICE DETAIL 3 ON SHEET E-9 - sTA: 12+28 3 - 6 OFFSET: 27.00 R _ STA: 16+29 OFFSET: 29 R OX NUMBER INDICATES POLE � STA: 22+07 OFFSET: 28.00 R ®PULBOX VARIABLE SPEED SIGN STA: L+44 SHEET NOTES OFFSET: 28.00.00 R R rl-1 DURSTON ROAD SECTION SCALE: 1'=50' REFER TO POLE AND POLE BASE DETAIL FOR ALL FIXTURES. SEE DEATILS ON SHEET E-3 e e STA: 23+98 STA: 30+09 OFFSET: 28.00 L OFFSET: 28.00 L Z STA: 33+08 STA: 3,8}!!0 = d 2LBOX PUI6+61 z OFFSET: 28.00 L STA: 36+61 STA.'�� r. 7 -- _-- - -- - - -- 10 - 2 OFFSET: 28.00 L OFFSET: 32.83 L n1_ t I + I + I t I m u wo $ u - - N --c. 0 S w - ------ - Li $ w-N o o 0 8 g I +p 1 + 1 + I + I + I + u To J m Re --_ - - - _ O o $ o 8 o o I o O 7 + Se� gg _ o O O 9{ Tt _ O STA: 26+00 ¢ 7,OFFSET: 28.00 R 1 U ti STA: 30+88 - -- STA: 35+30 STA: 27+87 Z I OFFSET: 28.00 R OFFSET: 28.00 j W ! OFFSET: 28.00 R OFFSE OFFSET: 28.00 R = 1 �2� DURSTON ROAD SECTION & SCALE: 1'=50' � e e + 8 VARIABLE SPEED SIGN PULLBOx STA: 40+78 --- - STA: .00 to 2-OFF 48+39 STA: 51+.00 L e e- OFFSET: 28.00 L OFFSET: 26.00 L i N // OFFSET: 29.0 L STA: 50+59 OFFSET: 28.00 L OFFSET: - 211.110 L 0 3 LI e a +o S + + + S + - - - m ; O 4 .n + I + I + I + I t I + I I + S O p O O O p O I O Q p 1 o I p+ 7 + I t I t I p O S O O O O $ O O $ O O O I" _ _ O I 15 --- _ - -- - z STA: 38+79 VARIABLE STA: 42+39 7 9 - - - 2 4 Q OFFSET: 28.00 SPEID SIGN OFFSET: 28.00 STA: 44+39 -- + �FS7 - - - _-_ PULLBOx-- w il�Lj 2 - STA: 48+48 STA: 51+77.70 Z F- STA: 41+69 F- OFFSET: 28.00 R w 25 LUMI 5. LU11MiA9iE = 00 R OFFSET: 28.00 R OFFSET: 28.00 3 OFFSET: 28.0 L MOUNTING HEIGHT cN HEIOFIT c o r3"� DURSTON ROAD SECTION E SCALE: 1'=50' E a 0 0 a °D RELOCATED TO: �EE���TO: 1 25' LUMIN W RR Z - w e e STA: 8.0 R STA: 31.00 MOUNTING HEIGHT \ C9 F- z \\` O OFFSET: 28.0 R OFFSET: 31.00 L ~ STA: 55+72 S+A--S7+6H STA: 60+87 W A: 63+9 N = o OF+5E+-�B0t c.� OFFSET: 28.0 L ,gg� ;fit Z OFFSET: 5 .16 L O � OFFSET- 38 00 L t0 DELETED m - o - - -- - S o I N u i N S N N $ N - I co +oo I ++ I + I p+ I pt I +o �p I + F W j7 S " S O O O O O O O O O U Z 52+77 _ w '^ $T!c i?�7i - -© + STA 58+68 g - OFFSET: 28.00 R STA: 55+ - ~ � +F-- DELETED O a `ED�� OFFSET: 18.00 R o STA: 61+59 m i OFFSET: 28.00 R F RELOCATED TO* `� N it M STA: 55+72 - OFFSET: 27.42 R a N OFFSET: 28.0 L PROJECT No. a t za3s o N GRAPHIC SCALE SHEET NUMBER O 4 DURSTON ROAD SECTION RECORD DRAWING I IN��'�5 �NG NUMBER _ SCALE: 1'=50' t tam= rE. E-8 3z mom <mwz L zzo oz -HANDHOLE - 4 X 6 NOMINAL 4 o PROVIDE FUSE(S) IN CKT. TO Lg BALLAST. FUSE(S) SHALL BE THWN CONDUCTOR AS SHOWN ON DUSS TYPE BDS. FUSE HOLDERS PLANS. PROVIDE 1' OF COILED ° SHALL BE BUSS "IRON" HEB SLACK ON CONDUCTOR FEED THRU STRUCTURE MTc MAST ARM LENGTH STRucruRE WATERPROOF. SIZE OF FUSE SEE LUMINARE SCHEDULE SHALL BE AS REQUIRED BY PROJECT ANCHOR BOLTS 3" MIN _; a33 LUMINAIRE MANUFACTURER. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT �Oa s CONNECT GROUND TO POLE (ONE ABOVE AND ONE BELOW BASE BASE W/BURNDY NO. GB4C FLANGE). GROUT VOID BETWEEN BASE ,off � o e BREAKAWAY ANCHOR FLANGE AND TOP OF CONCRETE. 0 METER BASE AND COVER LEAVING DRAIN HOLE. HAND FINISH. „ R BUSH CONDUITS EDGE OF SIDEWALK SINGLE MEMBER 1" CHAMFER TYPE MASTARM O (TYPICAL) FINAL GRADE o ' / REINFORCED LTG. CNTL BOX SEE EDGE OF I \ CONC. BASE DETAIL 2 E-a o CURB OR J BY E.C. PAVED AREA 1 " ANCHOR BOLTS - SEE PLANS FOR CONDUIT FURNISHED BY 10 SIZE BRANCH CIRCUIT POLE MANFCTR.If 1/2" RIGID CONDUIT r1 0 FOR GROUND WIRE I SEE PLANS FOR CONDUIT 71V, NO. 8 THW GREEN SIZE BRANCH CIRCUIT I WOW GROUND WIRE 4 NO. 5 REBARS g w VINd N GROUND ROD NO. 2 TIE RODS CLAMP BURNDY AT 1'-O" O.C. 2" C TO NWE NO. GAR-644C 1 CONDUITS POLE TO LUMINAIRE FOR MOUNTING HEIGHT SEE NOTE: 24"HX12"DIA. LUMINAIRE SCHEDULE 5/8 X 8 22" DIA. BRANCH CIRCUIT AND CONDUIT SHALL 24"HX12"DIA. CONCRETE BASE p o COPPER WELD coNCRETE BASE w ` 1 BE LOCATED AT THE BACK OF CURB 10OA/2P MAIN I 38' MOUNTING H GROUND ROD EIGHT (TYP.) AT THE BURY DEPTH SHOWN. BKR 2 BASE DETAIL FOR FIXTURES 4 ELEVATION A EXCEPTIONS: E_3 SCALE: N.T.S E_3 SCALE: N.T.S �g LUMINAIRE MOUNTING = NUMBER HEIGHT 17 25' g 19 25' 28 25' m m d o REINFORCED HAND o m n L2' OLE & COVER 0 z rn Q 2"C TO SERVICE CD POLE. VERIFY LOC'N CD 0 1'-6' I N. u v E POLE BASE SEE DETAIL 2/E-3 ° NOTE: Q NEW POLE BY NWE. O THE TOTAL 38' POLE HEIGHT SHALL BASE. UP cr- ° BE MEASURED FROM POLE BASE TO J z I ° LUMINAIRE FACE. 0 � � w N o o OIL, Z 0 I STREET POLE DETAIL TYPE SPOLE DETAIL TYPE S 3 SERVICE DETAIL E-3 SCALE: N.T.S E_3 SCALE: N.T.S w Z a w Z N 3 0 a m 0 a a PRQIECT NO. 0417.035 n O SHEET NUMBER RECORD DRAWING DRAWING NUMBER 3� moO amU? Z?Z1 'nz 2 4 5 7 10 12 14 �0 umg ou METER BASE "b33,IV, N.E.M.A. TYPE 3R a 2 CABINET �� W 120/240 VOLT p W z SERVICE PHOTO-ELECTRIC CONTROL --- — - - — -- -- ---- -- -- — -- -- AWG NO.8 AWG NO.14 LIGHTNING CIRCUIT BREAKER EX.PULL BOX ARRESTOR 40 AMP,2 POLE, SINGLE THROW (TYP) CIRCUIT BREAKER EX.PULL BOX 40 AMP,2 POLE, (TYP) SINGLE THROW 0 AUTO—OFF—MANUAL s }--} }--} SWITCH zo 40 AMP RELAY p 2 4 POLE — —— — —— SINGLE THROW �. — — — GROUND LUG — z _— IN POLE BASE (TYP) AWG NO. 6 v TO LUMINAIRE CIRCUIT B OR D I TO LUMINAIRE CIRCUIT A OR C N TO GROUND LUG 3 6 m �38 �FIXTURE OF EACH POLEj j NUMBER (TYP) - AWG ?162 GROUND p�p NO. 10 w 8 Y LL 40 AMP KT WIRING DIAGRAM w � /�+ �2� SERVICE WIRING DIAGRAM SERVICE _ SCALE: N.T.S _ SCALE: N.T.S . &g ASSEMBLY ^g BBB �6 s 16 18 2 24 6 8 mom = o 0 DELETED o u °na o m o a z a az z — — — —————— — — — O EX.PULL BOX (TYP) EX.PULL BOX (TYP) Q 1n Ff CD Z a —— — — — — — ———— — — _ 0 0 GROUND LUG N z BASE (TYP) DELETED 15 17 19 0 21 II 23 25 7 Z FIXTURE NUMBER (TYP) f C> C w �{� U m V PROJECT NO. 0417.035 40 AMP 3 WIRING DIAGRAM SHEET NUMBER SCALE: N.T.S RECORD DRAWING 51 SERVICE ASSEMBLYDRAWING NUMBER E- 10