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HomeMy WebLinkAboutValley West Sewer Trunk 0 5 4 _ _.._tea CONSTRUCTION DRAWINGS i 1 I T44�I 1 J K, J M FOR VALLEY WEST SEWER TRUNKto * -� CITY OF BOZEMAN BOZEMAN, MON'TANA ,�� FEBRUARY 1998 GTY OF sBOZFMAH 17 f 16 % =. VICINITY MAP I f_ w a - DRAWING N' I71-1 cn LLJ N W �7 —() QQ II F q� GRAPHIC SCALE U �� I ( IN FEET I . i� m,h = BOO SET NUMBER R�Gr::� 93 �b'1►tii� G- 1 MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS GENERAL PIPING NOTES DOUBLE LINE SNGLE LINE CATE EXISTING PIPE(SCREENED) BOUNDARY AND/OR PROPERTY LINE I LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION - -- KNIFE GATE CONCRETE PO4NIS. MINIMUM COVER SHALL BE 6'-0"UNLESS OTHERWISE NEW PIPE i FENCE LINE SHOWN EXISTING PIPE TO BE ABANDONED BUTTERFLY 2. SITE OF 1ITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND x x x x x x EXISTING PIPE TO BE REMOVED - GLOBE If, / ., PI AN MI -- - EASEMENT LINE TO of STRAIGHT RUN OF PIPE, UNLESS OTHERWISE �S1 WELDED JOINT BALL _H - �' , INDICATED. TYPE OF JOINT AND FITTING MATEFFA, SHALL BE L�-3 SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. GROOVED END JOINT - FLEXIBLE •x. VEE-BALL _ 3 LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS ./ SEAT PORT PLUMBING FIXTURE INDENTIFICATION CENTERONIF (?) SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS - - GROOVED END JOINT - RIGID -ilk EC�NL�C LUG W/REQUIRED SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE IHI IT~TII PLUG OR COCK +f -- BT - BURIED TELEPHONE ENGINEER PRIOR 10 INSTALLATION. MAXIMUM SPACING SHALT FLANGED JOINT LIT DRINKING FOUNTAIN BE AS SPECIFIED. �.�� FULL PORT PLUG EEW EMERGENCY EYE WASH 3"" J�.�,'"'"y-•c ( 4. APPROPRIATE STANDARD WALL PIPE DETAIL SMALL BE USED �+- _. MECHANICAL JOINT XSX KITCHEN SINK ✓i„`"'�. ROAD EDGE OF EXISTING PAVEXJENi) �8r- METAL STUD WALL PLAN NEEDLE LAV LAVATORY 4 * CI WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL _ M DIAPHRAGM SH SHOWER � i. -E HUB&SPIGOT JOINT - - ( IS TING CUIVEPT (RUBBER GASKET PUSH-ON) LYJ PINCH SK SINK E _ 5, ALL FLEXIBLE CONNECTORS OR FLANGED ANGED CWPI LNG ADAPTERS SMALL SSH SAFETY SHOWER (•, BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS - A BALL JOINT N SWING CHECK STUD WALL PLAN IHORILON I4L VFR:,CAI c:I)NTROI POINT OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEOUATE FOR SSKSERVICE SINK z� g 10- DOUBLE DISK CHECK WC WATER CLOSET EXAMPLE. ZEST PRESSURES SPECIFIED. --I- FLANGE COUPLING ADAPTER PR 0 CONTROL POINT �QF BALL CHECK IN WATER HEATER _ 6 SYMBOLS. LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN S _ UR URINAL WS WASH STATION FLEXIBLE COUPLING �;. HOSE VALVE fIX11ME LEGEND SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER ��S MASONRY VENEER t COORDINATE POINT APPLICABLE. All THE VARIOUS APPLICATIONS ARE NOT ISLE COUPLING WITH --07( NON FREEZE HOSE VALVE VC VANITY CABINET NO,IN SPECIFICATIONS NEC BORING LOCATION AND NUMBER. SEE NECESSARILY USEDD THRUST IN THE PROJECT. �wj THRUST TIES %=N0.IN SPECS B-1 - 4D AT NON FREEZE HOSE VALVE WITN HOSE RACK SPECS FOR BORING LOGS. 7 THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. :-j--- STEEL BELLOWS X= NO.IN SPECS , 32+00 ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT fUU-W �'w� EXPANSION JOINT o- SAMPLE VALVE ACTUATOR SYMBOLS SURVEY HUB AND TACK WITH STATION GYPSUM WALL BOARD ' WELDED,GROOVED END OR SCREWED PIPING,SHALL DE ELASTOMER BELLOWS PROVIDED NA iH THRUST PROTECTION AT ALL DIRECTION � �� EXPANSION JOINT � MUD U.S GOVERNMENT BOUNDARY MARKER. CHANGES.UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND PNEUMATIC w/POSITIONER FOUND C.O.E, BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. G ELBOW UP #F PRESSURE RELIEF 1 RIGID INSULATION ABM-2 BENCHMARK LOCATION AND NUMBER OR Q AIR AND/OR VACUUM RELEASE EASEMENT CORNER REHAP 8 WHERf. A GROOVED END COUPLING IS E SHOWN,D SHALL BE iME�� - ELBOW DOVM P�PNEUMATIC w/SOLENOID RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A ,--REGULATED SIDE POINT OF INTERSECTION, SET 5(8". 18" FLANGED COUPLING ADAPTOR IS SNOMN,A STANDARD RANGE REBAR W/L.S. CAP STAMPED C-329- SHALL BE JOINED TO THE COUPLING ADAPTOR. -.per TEE UP PRESSURE CONTROL ELEL (E-1 �P-3 PIEZOMETER LOCATION AND NUMBER Y, - . BATT INSULATION 9 VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. TEE DOWN MULTI-PORT VALVE -•�- FBALL VALVE SHOWN.FOR OTHER VALVE X 1000 EXISTING GRADE 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY YPES,APPROPRIATE VALVE SYMBOL SHOW".) (�ELECTRIC w/POSITIONFR ~ APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACLITATE LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT PORTS `T' �1 r T-{ 01000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT, ARE IMPLIED BY INDICATED FLOW PATTERN. `{ 1 V,YWtll)U HYDRAULIC H 1 11, THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR �� LATERAL DOWN SOLENOID 4 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE ^ PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONCENTRIC REDUCER T MANUAL EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND MISCELLANEOUS PIPING SYMBOLS -- - TO THE WORK OF OTHER CONTRACTORS, AS NOTED. ECCENTRIC REDUCER STRAINER 2" EXISTING TREE W/APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE - 921 SIGHT CLASS rl SOLENOID �/ '• THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, --�-- }} -.Ir- UNION m `Y - - © BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR FLEXIBLE(ELASTOMER)PIPE CONNECTION �. - STRUCTURE 10 VERIFY ITS EXACT LOCATION. SIZE, MATERIALS. - - ---Al Bt IND FLANGE AND INVERT ELEVATIONS GAUGE NTH COCK NEW TREE AS SPECIFIED _.-0 PLUG E,T SIGN, ONE POST OR TWO POST - - CAP TNERMOME TER x EXISTING MANHOLE PIPING DESIGNATION - -- ANCHOR ROTAME TER PIPE AND FITTING END PATTERNS - NEW MANHOLE EXAMPLE --+� ELBOW 90 DEGREE I A Y GALVANIC ANODE H BELL WITLI:I. ENiSHF;: -- - _ 5 SPIGOT --16"RW xxo, AIR SET FX15TING UTILITY OR TELEPHONE POIF -- -- CROSS XX = SUPPLY PRESSURE - PSIG F FLANGE 1 p5 TYPICAL INSTRUMENT SYMBOL • NEW UTILITY OR TELEPHONE POtF PIPE. USE FLOW STREAM IDENTIFICATION LEGEND.ON PE PLAIN END I"�IT"�f' F^tIND SURF ACE DWG,G-3, SEE PIPING SCHEDULE IN THE SPECIFICATIONS. ---++���+++--- TEE 26_1_2 (SEE I&C LEGEND) `DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER GROOVED GE END ELBOW 45 DEGREE - WATER BLOW OFF VALVEMJ MECHANICAL JOIN' � VALVE DESIGNATIONS ACOUSTICAL TILE CREEK/RIVER W/DIRECTION OF FLOW FIRE HYDRANT PO PUSH-ON I1li ,// - - `-1000 - k.%ISTING CONTOUR —+4— LATERAL �'\_� CATHODIC PROTECTION TEST STATION %V - X CATHODIC PROTECTION ANODE I ARCHITECTURAL LEGEND CONTROl VALE. MJ �- ACTIVE - '1000 NEW CONTOUR C ALL VALVES AS FILTER EXAMPLE, 1xI - SHOWN ON P&IDs, INACTIVE ppppC� X-PROCESS VARIABLE NOTE$:, GATE SYMBOLS EXISTING STRUCTURE TO HE REMOVED +FI OW DIRECTION 1,ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE [= INDICATES PAIR OF DOORS VALVE SYMBOL TINE FITTINGS. FITTINGS NTH OTHER END PATTERNS ARE SHOWN _ SIMILARLY ON THE CONSTRUCTION DRAWINGS- ALSO SEE PIPING EL VIEW PLAN HEW I �n� DOOR NUMBER sBNc STRuc SPL CIF IC A TIONS.,uRE MANUAL VA�.Vf 5: S MISCELLANEOUS MECHANICAL/ 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC u � SLUICE _ ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END PLUMBING SYMBOLS WINDOW TYPE I` e«� EXISTING A.C. PAVEMENT CONNECTIONS FOR SINCE LINE PIPE AND FITTINGS. DWG. NO. WINDOW Ir!tt««« � � BUTTERFLY ELEV. OCCURS ON B"-V400 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR p5 NEW A.C. PAVEMENT • SIZE OF VALVE SCREENED AND I$NOTED AS EXISTING. NEW PIPING AND PRESSURE SWITCH (n TIC IS SHOWN HEAVY LINED VALVE DE . L 103 ROOM NUMBER SIGNAt10N LLJ (}Y FLAP _� HOSE RACK (TYPE AS INDICATED) > C GRAVEL SURFACE • VALVE TYPE, SEE 4. UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL �J NOTE INDICATOR SPECIFICATIONS DRAWINGS. 7rmm q ^ SAFETY SHOWER AND EYEWASH f J ® SHEAR l7'�1 SSH-% . 1J1 4 - % = NO. IN SPECIFICATIONS' CONCRETE WALK • � ACCESS HATCH FABRICATED SLIDE X = F - FLOOR CLEANOUT !" -1 uMlrs of TOPSOIL AND SEEDING • GENERAL NOTES: xco IN - DECK CLEANOUT Q INDICATE HINGE SIDE: SIDE WHERE LINES •' "�'1 � W - WALL CLEANOUT .. E MEET (RIGHT SIDE ON SYMBOL) 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON V - VENT CLEANOUT .. E I p STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS 1..1-T T Y Y-� EXISTING EMBANKMENI. OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS HD-%Y HUB DRAIN SLOPE AS NOTED • MAY NOT BE SHOWN ON THE P1 AN5. WALL � RE EXTINGUISHER GENERAL DESIGN DESIGNATIONS X = NO. IN SPECS V 'X" NUMBER IN SPECS O V - P WITH PRIMED TAT,. NEW EMBANKMENT OR CUT SLOPE. 3 IT T T SLOPE AS NOTED SECTION (LETTER) OR ON DRAWING WHERE SECTION N DETAIL (NUMERAL) OR DETAIL IS TAKEN: FD-xv FLOOR DRAIN S x% HORIZONTAL DISTANCE : VERTICAL DISTANCE --� �ERN�NOU�ER DESIGNATION X = NO. T PRIMED W � X_% Y - P WITH PRIMED ik/, OY RIPRAP I ON Q DRAWING WHERE SECTION O Ov1=.I 'A- ITT+r,-r,n OR DETAIL IS SHOWN. OD-x r NOTES: I WERE DRAWING NUMBER DRAWING NUMBER S • SYMBOL USED ONLY ERE REQUIRED AM L DRAWN IRED FOR CLARITY. TOP SG) - WHERE TAKEN RD-x ROOT DRAIN .-. O X - N0. IN 0 2, IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE DETAIL AND SECTION DESIGNATION NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE AD-XY AREA DRAIN (7 WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- ,/� q URES ARE SHOWN IN HEAVY LINE WEIGHTS. x NO. IN SPECS Z STANDARD DETAIL NUMBER Y - P WITH PRIMED IkA:- - EXx Xx�� - STANDARD DETAIL DESIGNATION L3 SEE DRAWING. _J Z ATOF RECORD DRAWING g � STANDARD DETAIL DESIGNATION G — 2 $TA 1.42.44 TBM-EX. MH STA 96 7314 N-5099.47447 N-5075.19120 N-5032.07018 N-5096.77777 S89.48'40'W E-5658.77325 E-5799.57871 E=378.92775 E-4826.77777 t.300' 1-47-14,51 FUTURE OAK STREET, N- 9.47474 E= 58.93806 �N-500°°°°° SURVEY CONTROL PLAN FOR: 5000.00000'4731.34 J Q E i 0 0 10 N '00'W 0 O _ 8 8 0 0 229700' N o St 18a94.44 VALLEY / /^\ I \/ 1 /A, / 2 -� p STX{7+91{4 •^ E 4176.87607 V / \ I T' V\/ P N-4176.87392 I E {810 6160] //-'1\ IL_ V 111 V C E-2513.61607 G N90V0'00'W 45 00 77 84 STA 45i554 E-p5132.73 .6160 CITY OF BOZEMAN BOZEMAN, MONTANA 55 00 STA 53+53.27 L.I. N-3812.87392 Q E=1715.78054 i JANUARY 1998 J - - 60 0 s ,TA 80,94-83 SSMH B ERMINUS OE N-2400.17021 ""ON SEWER LEGEND E= 34821554 65 00 TA 10a 79 2100.56292 0 - CONTROL POINT ACCURATE FOR BOTH HORIZ. 2756.0790J DURSTON RD. AND VERT- ALIGNMENTS. RAIL ROAD SPIKE SET Se959'25'E t079.o0 IN GROUND UNLESS NOTED OTHERWISE. -- 0 - BENCH MARK. ACCURATE ONLY FOR VERT. .f- 00 i o ALIGNMENTS. SEE BENCHMARK DESCRIPTION LIST n 51/4 sEc. 3 N-2400.49261 FOR MORE INFORMATION. SW COR SEC. 3 _ STA 67+6597(TRUNK ALIGN) _N SEC 2 E-5601.29961 N:2{00.97111 N-23B5.70026 STA 0+00(DURSTON SS ALIGN-FAST) E-2981 33453 - SECTION CORNER .-.l STA 20+20.95(DURSTON PAVING ALIGN) µy E-342.71151 E-1565.1171] N-2400.74544 00 Z-4760,65 E-1677.07904 \� S 00 DESCRIPTION NORTHING EAS71yU Fes( FL�y. ►� - QUARTER-SECTION CORNER E. z Q SECT. 3. E. OTR N 5049.47474 E 5658-93806 IRON PIPE -- 1 38.18285 (n SECT. 3.W. OTR N 5032 07018 E 378.92775 REBAR N=16 E- Z-4764763./4 091480 9 00 SECT. 3,SE.COR. N 2400.49261 E 5601.29961 BRASS CAP. -- Of 10 00 SECT, 3.S OTR N 2400 52482 E 2981 33453 IRON PIPE -- Li SECT. 3.5W.COR. N 2400.97114 E 342.71454 BRASS CAP -- SECT. 10.W.OTR N -258.93697 E 291 38358 N/A CALC'D COORDS -- SECT 9,S 1/16tn N -1592.94321 E 282.74296 ALUM CAP -- BENCHMARK DESCRIPTION LIST 00 CP-I N 5000.00000 E 5"00000 RR SPIKE 4731 34 (CITY OF BOZEMAN DATUM) 15 00 CP-6 N 238570026 E 156541717 RR SPIKE 4760.65 CP-16 N 163818285 E 538.91480 RR SPIKE 4763.44 TBM-EX. MH: ELEVATION SHOT ON NORHTERN EDGE OF EX MANHOLE RIM TBM-4- 60d NAIL SET IN NORTH SIDE OF OVERHEAD POWER POLE CP-99 N -25622729 E 2959.57973 RR SPIKE 4790.91 TBM-5: 60d NAIL SET IN SOUTHERN MOST GATE POST. TBM-EX. MN N MH RIM 4734.55 TBM-6. 60d NAIL SET IN EAST SIDE OF OVERHEAD POWER POLE. 00 TOM-4 60d NAIL 4762.75 TBM-7: NORTHWEST CONSTRUCTION BOLT OF FIRE HYDRANT #717 70 00 TOM-5 60d NAIL 4788.54 TBM-6 60d NAIL 4707.60 TBM-7 NW BONNET BOLT 4793.18 STA 23+93.50 (#717) SSMH 9E 7 SOS 00 2=4787.60 f E-269035,6 1 E 29138358 �5 OG WARNING: HALF SIZE N:-2 J8358 tp 7 1 DRAWINGS I FUTURE BABCOCK� ST. ALL SHEETS ON THIS SET OF PLANS HAVE F- 00 Z 788,54 BEEN REDUCED TO APPROXIMATELY HALF SIZE. un STA I 7 552a TR K ALIGN ALL SCALES NOTED ON THESE SHEETS ARE LLJ STA 0 05 50 BABC K SS ALIGN P-99 SSMH + ONUMENT BOX SET IN ASPHALT APPROX. DOUBLE THE REPRODUCTION SCALE. N--29y8894994 HE HORIZ TAL CO-OROMATES I E- 29b.85436 TO T PIN SET IN MON. BOX HE ELEVATION IS TO THE NORTHERN DGE OF T E RIM OF THE MON. BOX. W 0 --256.2 '29 VERIFY SCALE J -2959 57 73 THESE PRINTS REDUCED J -4790.91 1/2 SIZE. LINE BELOW Q MEASURES ONE INCH ON ORIGINAL DRAWING r. MODIFY SCALE ACCORDINGLY ( I 12 00 Ln g N--1592.94321 OD E-282.74296 IT, 125 00 GRAPHIC SCALE 3 TRUNK MAIN l7 STA 129+77.3j 4 cl 7.37 EI- 282,49027 - _- z RECORD DRAWING I h `�40{oo)It o� 7G U - �F Do 8On N w 2 j aXiY 01 = N j zvo �0 <`cv3�m<' ABBREVIATIONS GENERAL NOTES CD X a �b� aff �s ��wffoW0 U rn�=a mow , FACE BRICK PNL PANEL 1. All construction work on this project shall be completed in FB FLIT BAR m g g >m AB ANCHOR BOLT PRECAST accordance with Montana Public Works Standard o X 010 P NL ABON ABANDON FC FLEXIBLE COUPLING Specifications, Fourth Edition, January, 1996 with ABV ABOVE EGA FLANGE COUPLING ADAPTER PREFAB PREFABRICATED May, 1997 C.O.B. Modifications to MPW and these _ AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PRELIM PRELIMINARY Contract Documents. ADDL ADDITIONAL FDN FOUNDATION PREP PREPARE, PREPARATION J iIy F. EXT FIRE EXTINGUISHER PROP PROPERTY 2. The Contractor shop restore all roadway surfaces to equal, 2 a o�W✓' ADJ ADJACENT, ADJUST PRV PRESSURE REDUCING VALVE J' ADPTR ADAPTER FF FINISHED FLUOR or better condition than existed prior to excavation and FC FINISH GRADE PS PRESSURE SWITCH, PIPE SUPPORT determined by Owner and the Engineer. H n Z= AFF ABOVE FINISHED FLOOR _ AHR ANCHOR FL FLOOR, FLOW PT POINT, POINT OF TANGENCY p s FLEX FLEXIBLE PVC POLYVINYL CHLORIDE 3. The locotion, depth and size of existing utilities shown on ALUM ALUMINUM PVM7 PAVEMENT these plans is approximate. The Contractor shall verify the ALT ALTERNATE FLG FLANGE existence, location, depth and size of the utilities prior ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FLL FLOW LINE RAID RADIUS to construction. The Contractor shall be solely responsible APPROX APPROXIMATE FIN. FINISH RC REINFORCED CONCRETE for any damage to the existing facilities due to failure to L� FLOOR RCP REINFORCED-CONCRETE PIPE locate or properly provide proper protection when location is APVD APPROVED FLR Fn o m ARCH ARCHITECTURE, ARCHITECTURAL FOG FACE OF CONCRETE RD ROAD. ROOF DRAIN known. ? ASPH ASPHALT FRP FIBERGLASS REINFORCED PLASTIC ROCR REDUCER AVG AVERAGE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR 4. A list of representatives to contact for FT FOOT, FEET REF REFERENCE regarding facilities is as follows: p AT ti BD BOARD FIG FOOTING, FITTING REINF REINFORCE F TO F FACE TO FACE RELOC RELOCATE, RELOCATION Montano One Call System Dispatcher 1-800-424-5555 4 BETW BETWEEN EAD REQUIRED Montana Power Co. Chuck Busto 582-4612 R BE BOTTOM FACE GA GAGE, GAUGE TCI Cablevision Scott Riis 586-2089 RST REINFORCING STEEL US West Rich Showalter 585-3592 BLDG BUILDING GAL GALLON BLK BLOCK GALV GALVANIZED R/W RIGHT-OF-WAY (including Fiber Optics) BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY BM BEAM. BENCHMARK CND GROUND SCHED SCHEDULE 5. All asphalt, concrete curbs and sidewalks shall be saw cut U a approved by the Engineer. BOT BOTTOM GRTG GRATING SDWK SIDEWALK or neat cut by method a Z BRG BEARING GSKT GASKET SECT SECTION ~` $HT SHEET O 3 6. Maintain 1 horizontal and BRKT BRACKET GSP GALVANIZED STEEL PIPE 18� vertical separation between CHAN CHANNEL GVL GRAVEL SIM SIMILAR watterer mains and all sanitary sewer moms. CHK CHECK GWB GYPSUM WALLBOARD SLP SLOPE V L E HAS HEADED ANCHOR STUD SP SPACE, SPACED 7. All valves shall a installed with thrust blocking, and Cl CAST IRON valve boxes in accordance with C.O.B. modifications and CIMJ CAST-IRON PIPE MECHANICAL JOINT HB HOSE BIB SPEC SPECIFICATION C.O.B. detail 2718-1. FNNyI r', SPG SPACING CIP CAST-IRON PIPE FLANGED JOINT HD HUB DRAIN CIPC CAST-IN-PUCE CONCRETE How HARDWARE SPRT SUPPORT 8. All fire hydrants be installed in accordance with o CIRC CIRCULAR HDR HEADER SO SQUARE C.O.B. details 2718-18-3 and 2718 2718-4. SQ FT SQUARE FOOT CJ CONSTRUCTION JOINT, CONTROL JOINT HK HOOK HM HOLLOW METAL SO IN SQUARE INCH 9. All fittings including bends greater than 11-1/4 degrees, CL CENTER LINE m CLDI CEMENT LINED DUCTILE IRON HORIZ HORIZONTAL SST SANITARY STEEL tees and plugs shall be thrust blocked in conformance with CLG CEILING HP HORSEPOWER SS SANITARY SEWER C.O.B. modifications and MPW detail 2713-1. CLR CLEAR, CLEARANCE HR HOSE RACK, HOUR STA STATION �aQ UT TRACE STD STANDARD CMP CORRUGATED METAL PIPE HT HEIGHT, H 10, Datum used is the City of Bozeman datum, as noted on Control Plan. CMU CONCRETE MASONRY UNITS HV HOSE VALVE STIF STIFFENER & CO CLEANOUT HVAC HEATING, VENTILATING, AND AIR CONDITIONING STL STEEL COL COLUMN HWY HIGHWAY STRUCT STRUCTURE COMB COMBINATION ID INSIDE DIAMETER SYM SYMMETRICAL CONC CONCRETE OR CONCENTRIC IF INSIDE FACE T&B TOP AND BOTTOM CONN CONNECT, CONNECTION IN, INCH TF TOP FACE CONSTR CONSTRUCTION INFL INFLUENT TEMP TEMPORARY, TEMPERATURE ; CONT CONTINUE, CONTINUED, CONTINUOUS INSTL INSTALL, INSTALLATION THK THICK v' INSTR INSTRUMENT THRU THROUGH m m m i CONTR CONTRACTOR T.O. TOP OF COORD COORDINATE INSUL INSULATE T TOC TOP OF CONCRETE, OP OF CURB CORR CORRUGATED INi INTERIOR TST TOP OF STEEL CP CONTROL PANEL INVT INVERT o m CPLG COUPLING JB JUNCTION BOX TW TOP OF WALL C TO C CENTER TO CENTER JST JOIST TYP TYPICAL I CTR CENTER JT JOINT UBC UNIFORM BUILDING CODE CTSK COUNTERSINK L ANGLE UG UNDERGROUND 1) CU CUBIC LBS POUNDS ULT ULTIMATE LIJ CU FT CUBIC FEET LF LINEAR FEET V VALVE, VOLT CU IN CUBIC INCH LNTL LINTEL VERT VERTICAL O CULV CULVERT LONG LONGITUDINAL VOL VOLUME Z CU YD CUBIC YARD LP LOCAL PANEL VRFY VERIFY D DRNN LR LONG RADIUS VTR VENT THROUGH ROOF �7 d PENNY (NAL SIZE) LVL LEVEL W WIDTH Q DBA DEFORMED BAR ANCHOR LVR LOUVER WD WOOD `� Z MATL MATERIAL W/ WITH Q DBL DOUBLE W/0 WITHOUT Z DET DETAIL MAX MAXIMUM DI DUCTILE IRON, DRNN INLET MB MACHINE BOLT WE WATERLINE ~ Z C DIA DIAMETER MCC MOTOR CONTROL CENTER WM WIRE MESH j Q Q DIAL DIAGONAL MCP MOTOR CONTROL PANEL WS WATERSTOP, WATER SURFACE > L3! DIM DIMENSION MECH MECHANICAL WSTL WELDED STEEL, WROUGHT STEEL LL DIMJ DUCTILE-IRON MECHANICAL JOINT MFO MANUFACTURED V!T WEIGHT L (n DIR DIRECTION MFR MANUFACTURE, MANUFACTURER WTR WATER L_Li DN DOWN MH MANHOLE WWF WELDED WIRE FABRIC J } Z J DR DOOR MIN MINIMUM WWM WELDED WIRE MESH Q cc cc DWG DRAWING MISC MISCELLANEOUS XFMR TRANSFORMER ~ EA EACH MJ MECHANICAL JOINT YD YARD > Q Z N a E EF EACH FACE, EXHAUST FAN NIC NOT IN CONTRACT NOTE. a EL, ELEV ELEVATION NO NUMBER O [ tD ELB ELBOW NOM NOMINAL 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATION$ FOR m ELEC ELECTRIC, ELECTRICAL NTS NOT TO SCALE USE ON DRAWINGS AND TEXT', PUBLISHED BY THE d M ENCL ENCLOSE OC ON CENTER AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) [ O OR CONTACT THE ENGINEER. N ENGR ENGINEER OD OUTSIDE DIAMETER L a EP EDGE OF PAVEMENT OF OUTSIDE FACE 2_ THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT g EOL EQUAL. EQUALLY OPNG OPENING ALL ABBREVIATIONS ARE USED ON THE PLANS- ~ 01) EQL SP EQUALLY SPACED PBID PROCESS AND INSTRUMENTATION DIAGRAM V PC POINT OF CURVE I EQUIP EQUIPMENT 3, ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EQUN EQUIVALENT PCP PLANT CONTROL PANEL (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE EW EACH WAY PE PLAIN END SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. EXC EXCAVATE PEN PENETRATION EXH EXHAUST PERP PERPENDICULAR ffDRAWING EXP EXPANSION PH PIPE HANGER SHEET NUMBER (7 EXP JT EXPANSION JOINT PI PRESSURE INDICATOR, POINT OF INTERSECTION 3 PJF PREMOLDED JOINT FILLER RECORD DRAWING EXST EXISTING o EXT EXTENSION, EXTERIOR PL PLATE, PROPERTY LINE IF FLANGE PLYWD PLYWOODNm FAB FABRICATE PMP PUNT MONITORING PANEL m SOUTH, STU 8 SS - -I 30LUJ EMENT- - - - { I - REVISIONS TO UTILITY A$EMENT LINE }. _ I z ^W INSTALL 2 LF N0. DESCRIPTION DATE BY THE PIPE GRADES SHOWN ARE CALCULATED FROM OF 8" SDR-�5 PVC 1 A$-BUILTS 1/1 KW 00 o N_ ACTUAL DISTANCES BETWEEN NVERT OUT W END CAP. S=0.4% INV 1 -100 S'' H INVERT IN AND I O/EASEMEN LINE 4730.43 i t I 01 ® z z o 1"=10' V I TO ILLUSTRATE ACTUAL SLOPE MEASUREMENT AND 91 N 8 TH STUB 8 'O _ _ _ g~a M PAYMENT SHALL BE PER SPECIFICATIONS (CENTER OF SS TO UTIjlTV EASEMENT NORTH h SOUTH STUB 8 w 1^ MANHOLE TO CENTER OF MANHOLE). STA:18+94. 4 I LINE. INSTALL 46 LF 2 L SS TO UTILITY EASEMENT SSMH /:3(5 DIA) OF B" SDR 35 PVC LINE. INSTALL 45-LF 2 LF = + STA:24+74.55 = z$w z u a z RIM EL=474{F,�50 W/END CArC S=0.4X INV OF 8" SDR-35 PVC I n C9 �'^ o INV. OUT=4729.47 I O EASEMENT LINE 4730.90 IN CAP. S=0.4%INV a Q RIM ELx4739552A) I O EASEMENT LINE 4731.34 F D. SMITH g INV. IN= 7 .50(W) to INV. OUTr.-ao-3Cr 47 .30 >- R INV, IN=4 0.37 5 SHT SI SHT�2 INV. IN=��i(W) 47 .33(W) I AG. FIELDS o STA:21+94.55 INV. IN- 888g((({$$(M�) 4 1.20(N) U z n $n t SSMH /1:3.1(5'DIA) INV. N 4 1.20(S)I I nc�i�n n (HAN HOPE PIPE Ma7ERI,RIM EL=4739.35 -CO�) �S /EAST SECTION LINE SECT.3 I INV. OUT=43z9.94 4729.88 I PERFORATED COLLECTION PIPE: HY PFl 06 (H.D.-AASHTO PIPE) S=1.00% MIN INV. IN- 472 .91(W) DISCHARGE PIPE: DWPL1 08 (HI-Q) S=2.00% MIN. i INV. IN- 47 0.78 I TEE FITTING: HI-Q CONTOUR INTERVAL = 1' I D. SMITH I II I INV. ...- B� SEE:® SWENSON 47 0.78 AG. FIELDS 91 I PROPERTY ACCESS 12• I r 11 0' UTILITY EA MENT ACCESS RD. F � NN Nay RW LINE U L 2 LF S n I 15' TO FUTURE1 I IN. GRADE Z P�Z / LEWIS\MCDONALD OAK ST., INSTALL�LF SOUTH, STUB B SS z S OF 8" SDR-35 PVC TO FUTURE R/W LINE 2 LF I h AG. FIELDS SCOPE cOP£ ` W/AND C P. $=0.4% OAK ST., INSTALL�LF INY O R�W LINE 4728.20 STA;14+34. 5 OF 8" SOR-35 PVC SSMH /:2.1 5'DIA) STA:4+04.44 W END C P. 5=0.4X \ I 4' MIN. COVER �lnn 114 O RfW LINE 4728.62 RIM EL=47 5.93 I I aSSMH ,=4735'DIA) INV. OUT= 728.76 I I NEW 21" _ a RIM EL=4732.92 44I� SEWER PIPE STA:6+64,44 V. IN=4 79 t i> INV. OUT--+ri17(W 47 3 a z n SSMH �:1.4(5'DlA) 47�8. 7 12' .ACCESS DRIVE I INV. IN=i}??i3{W)-472 . 6(W TE CIF% 1P g STA:0+34.00 RIM EL=4733.50 CENTERED OVER Trench Backfill From Station 0+00.00 to 47 8.13 INV. IN-47-28.04(N) INV. OUT=+729:. 6 47 7. 9 SSMH /:1.1(5'DIA) TRUNK ALIGNMENT Station 11+00.00 Shall Be Type A Trench Backfill. I EXISTING TRENCH BOTTOM 4718.13 INV. IN=47PBr84(6. INV. IN ( ) b Trench Backfill From Station 11+00-00 to RIM EL=4733.7927_b9(14}47 2 W I SEE ETAII® " WASHED ROCK INV. OUT 472 4 INV. IN-47P8.46(N) 48 8. 9 Station 24+75.00 Shall Be Type B Trench Backfill. 2• INV. IN=ii4637- 4726 48 NORTH, STUB 8 SS INV. IN 4428 S)47 8. 9 I 00 I STA:9+14,44 I 1• " HDPE PERF. PIPE TO FUTURE R/W LINE 2 L SSMH /:2(5'DIA) 8" STA:0+00.00 OAK ST., INSTALL 4S LF RIM EL=4734.48 I 6" NORTH, STUB 8 SS I SSMH /:1(EX.-4'DIA OF 8" SDR-35 PVC LL l I INV. OUT=4-720..l 472 .07 2' W/END C P. 5=0.4% TO FUTURE R/W LINE 2 k ` INV. IN 472 .f0(S) VARIES INSTALL FILTER FABRIC ?RIM EL=4734.55 INV O R)W LINE 4728.14 OAK ST.. INSTALL-25-LF n I S f INV. OUT=4726.11 (EX.) I OF/8" SDR-35 PVC Z1 9 INV. IN-4428-94EN}47 8.97 19 - 26 AMOCO #4545 NONWOVEN z INV. IN=4726:6�(NEW) 1%,NO RfW LINE 4 28.56 n� I `� I NORTH, SNB 8 SS I GEOTEXTILE. (OR APP'D EQUAL 5 472 STA:1+42.44 12' ACCESS DR�VE TO FUTURE R/W LINE 2 LF SECTION A-A w U SSMH N:1.2(5'DIA) CENTERED OV ENT OAK ST., INSTALL-26 LF I UD � CORE DRILL CHANNEL RIM EL=4732.51 EX. MH TO BE REMOVE NM OVERHEA� I OF 8" SDR-35 PVC I I FBI N OPENING INTO EX. MH INV. OUT=4726,�34726 71 BX6X8 HDPE TE SEE DETAIL POWER W END C P. S=0.4% F-i-1 bbb NO RETRO-FIT NEW INV. IN=47?6-76 g72g 7q OVER EAD POWER POLE t I I� O R�W LINE 4729.04 CHANNEL TO EX. F-�--1 CHANNEL, PLUG UNTIL E 1\4 SECT. 3 - CENTER SECTION LINE SECT. 3 ,TESTING RES TS - _ - I - -� O �rl S!L Rd! D POWER L - OVERHEAD,POWER POLE - - - - - - - - - - - - - - - - - - - - - - CEPTED By C.o.B. ss 16 - - I •9 - � s FUTURE NORTH R\W LINE OAK ST -1- - _ _ 30 OVERHEAD POWER EASE END OF FILL IN EX. DITCH (APPROX. 1230 LF) - - END OF 6" HOPE PIPE W\EIIDCA IPTP -E " HDPL PIPE _ -- - _ - I DIE $ t-, A I D G" 4780 - - - tf f STATION 1+ DEL 40 TO 13+26 -- -- - - _ CO TRUGT PROTECTIVE E TH COVER•PER SECTIDN A-A (THIS SHEET D SPEC. 4760 . A4AINTAIN 4 MINIMUM COVER- ALW SEE' - _ _ - - -- .00 Li OF t"SDR-35 A.! STATION 2+9 TO 40+5 + oIN TALL 760 6` HOP PERFORA D DRAIN IPE + nt034750 SDRruLF 2t AL PER ECTIDN A A (THIS S EET) a n u x n + 4750 Q Lq a s S n 5=0.222X : : o o N'nM k w + 4-- - a rs N Z Q 0 f Y N N EXISTING GR ND '^n a In n Y - < _ ± - - E70571NG GROUND w w . GRADE a! ~ n n n _ c g x U) o X +! g n n IRRI•ATION TREN ~a a a + x p ~OW N O= Na Ma .aa!� tiN Q 4740 +_; c a j LL_ FILL MATERIAL _ + x FIN.:GRADE -- +.�, EXISTING ROUND - x W _ yr w O4740 N F= N + FILL'.NA =ITj / FILL ABOVE e=w'. F FILL AB VE OVER MAIN - vie 7.11 1 W I of y K AUGNMEN v1✓tC - - a w d ALIGNMENT a Z 3. N ALICNMEN .43 ai 0¢. rn I ALIGNME T 0. 15R 1 39 � ) �ILLJ (n .. nu d na i � } z O _4730-- - _ W J 0= Q O E 7.00 LF OF 21 SDR-35 P - 305. LF - Q F- 1 OT 55.11 LF OF 21,"SDR-35 PVC 295./ lF OFF Qom% 3y OVf 175.00 OF 06- PVC Z 5-0.1 .12 = 1 .89 LF at �It-541'VC n _ 5=0.141% _ > Q N O M \ i--wsaw ^ a V s-o.lzex -. N N ^ ^ -. NMz . 3 6' HDP PERF. DRAT PIP . s-o.t >< .:^� _ - d n : _ Ri al to C) Q SLOPE O TEE 5=1. X C �ONjINUE 6" PE_ . PIPE w OCAPS iT )n _ - - ^¢ :A a m F- 4720 m nN ^ ^ ^ ^ �:� o, a SSE SE TION A-A A OVE.� TO D OF EX. ENCF4 a ♦ - - n - a (n 8 a a h a a a N.2..... ^ APP . LENGTH 3, OD x 3 x x a a a H N m a + 10 8 150GE 00 ALL PIPING Z; - - _ m z p 8'*z RF. HDPE I000LF C C770N PIP! o> -- _ O = -__ _ 7 zz >ON xc O> ZZ NN - : >Z' : -- _- > > '- Z ». Z> > Zz Y x 2� y> >-- n n : Z> - z - z _ - -. . -z Z - zZZ o- .z 4zZZ -zz_ a . _� -�q. - - - 3K n 4710 - > - z 6X8X6 HOPE TEE FOR QRAIN PIPE >- 6" HD E PERF. DRjLIN PIPE INSTALL IN EX. RIG. INSTALL IN EX. IRRIG. DITCH. DRAT TO CO (� d 'o LO - ? DITCH DRAIN TO TEE O S-1.07Q INSTALL 2" MINUS NORTH O 5=2.00X SE4 SECTION a - C D � V o ^o' - 3 WASH D ROCK AND FILTER FABRIC : A-A A801 - - ~ a N q _ -- _ __-AROUND PIPE. SEE:SECTION-A-I4 ABOVE. 4100 PROJECT NO. n n N No w ^ n n v �o n n rn a o io N m n 1 HNOQy-' On^aa iOnnen tnnao a�nnso mNr^alnMns� Nna NNnns Nr^al nnNs nnannnsl On^a'„nNsl ^Oa^ms ^arn,ns!.l an^a0No„1s.l na„nsl N^N,s,,l (n^a n„sl nn^^a �n^a1nn�sa Nna n„nsl �naa nns On^a o„nsl nn^a N„nsl n^a„nasl N^a,as� ^na„nasl n^a�„nasl n^aN„nrl n^a�nnsfl nna'Unnsn] �"nn�a n^a innal] "^al lnnNa "^al nna �a inns '^a^nna "^la "^l nn �a nn �aa,^a ^al a,n ^aa sn ^a ns ^aa ns ^a ns ^a n nal.n nna.an^ nnan^ nna"^l nn♦n^ c,na"^l nnan^N nna^"al qnna t�^mo 2885.004 50 40 0310n 0 " 0m am N0 �a rn BERSEEUM a, a, OO 0606 mia mt0NCO tea OQ 06 0 61o0,P mm n NN a+ � orn1p m nN O ,6 6 `0n 014 �W aO O aO an an a^s a a a a a a a a a a a as a e a a a a DRAWING NUMBER o - 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 s 19411pi. t REVISIONS y' z NO. DESCRIPTION DATE BY _b STA:48+04.55 NORTH do SOUTH STUB 8' SS 1 AS-BUILTS 1/1 KW DO >z O H a 12 N SSMH /:5.1(5'DI A) TO UTILITY EASEMENT SOUTH STUB B' SS RIM EL=47 1.21 LINE INSTALL 34-LF 2 LF ,m„ 4 TO UTILITY EASEMENT 4734.21 INV. OUT=47342R OF 8' SDR-35 PVC. INV O LINE . INSTALL�S LF ?LF 4734.24(W)INV. IN=4734r3ifW) WEND CAP. 5=0.4x INV = i$oz.'�'€ OF a" SDR-35 PVC. INV O 4734.91(N) INV. IN-j91� *EASEMENT LINE 4735,04 c) s WEND CAP. S-0.4%INV 4734.91(S) INV. IN- LEWIS\MCDDNALD D. SMITH *EASEMENT LINE 4734.63 E14 EOOE OF ROAD >- 2 z4 o N AG. FIELDS AG. FIELDS STA:as+ss.aa - +� I "� - o ;�'`ww o SSMH /:5(5'DIA) \' - - - $- U g z a g RIM EL-4 11. w 4733.86 INV. OUT=i73388- v1 I I 'I 2S?�6 i a o 4733.89(W) INV. IN=+733:9H(W) 90 i a NOTE: 4734.55(S) INV. IN=+734.5?(S) 30'0�,Epg, 7 O h d I Trench Backfill From Station 24+B7.55 to -�{I v + Of Station 48+04.55 Shall Be Type B Trench BockRl- °a SHT S2 NSHT . O�NN Z STA 27i84 NORTH h SOUTH STUB 8' SS ° INSTALL 30 LF TO UTILITY EASEMENT I z 4_ S+7 1 5HT 52 35x24•ARCM CYP I LINE . INSTALL 15 LF 12'ACCESS ROAD - _ PATCH EX DITCH SLOPE WEND AP.35 PVC.5 0 INV 1NV O STA 36+12 INSTALL 30 LF CENTERED OWR Q O EASEMENT LINE 4732.23 `I 42'x29"ARCH CMP TRUNK ALIGNMENT D. SMITH 1z'Aca w I MATCH Ex.DITCH SLOPE SEE DETAIL a AG. FIELDS >r IQ 7 ; i + CENTE GOER YERHEAD POWER POLE I •. � - z W 33 N ALIGNMENT 30'UTILITY EAN ENT I I - I I rz., N SEE DETAIL NORTH k WEST STUB 6" SS a - - I _ TO UTILITY EASEMENT o - - j r LINE . INSTALL +S LF 2 LF CONTOL}2 I�TEI#JAL = 1' OF 8' SDR-35 PVC. INV O c�nL� WEND CAP. S-0.4%INV 0-' H O EASEMENT LINE 4734.07 1'=10 IV STA:24+74.55 STA:27+54.55 SSMH /:3.2(5'DIA) STA:36+36.55 STA:39+11.55 STA:41+91.44 € SSMH /:3.3(5'DIA) STA:30+34.5 STA:33+61.55 SSMH /:4 5 DIA)RIM EL=4740.50 SSMH /:3.6 S'DIA) SSMH -4735'DIA) RIM EL-4739.52 SSMH /:3.4(5' IA) SSMH i:3.5(5'DIA) 1730.30 INV. OUT-4736.38 INV. OUT-4i30:83 J0.67 RIM EL-47 .02 RIM EL=4739.17 RIM EL=4 40.34 RIM EL=4738. 7 RIM EL-4740.51 INV, OUTS 33.99 33.04 ~ INV. IN- 47 .70(W) 4731.16 INV. OUT- INV. OUT=i731-78- 4 1.7 INV. WT=4732.22 INV. OUT�47d?.b6 32.60 INV. IN=�i4r}17 .29(S) 4730.33(W INV. IN=4739-+1(W) Z. IN-4732.25(W) INV. IN-47,32.68(W)47 .63(W) ►•�-1 c' INV. INs473i:-7[3(&) 47 1.57(N) 731.19(W) INV. IN- INV. IN-4?aI.8(Wj4731 76( INV. IN-4734.9!(M)47 .96(N) i INV. IN=473h�3(b) 47 1.57(S) INV. IN INV. IN-4732c68(N)473 .E ) INV. IN=4733.12(N) INV. IN=473491(W)47 .96(W) 4731.20(N)INV. IN=4�31-48(++) - INV. IN=473335(f�47 .50(N) T� 4731.20(S)INV. IN=4233.$8(S} I I v INV. IN INV. IN-4732-68(S)47J .6 ) INV. IN=4733.12(S) INV. IN-�"r".�`��..T 47 .50(S) 1 NORTH h SOUTH STUB 8' SS NORTH k SOUTH STUB B" SS 4732.� N TO UTILITY EASEMENT TO UTILITY EASEMENT 4732.16(S) NORTH h SOUTH STUB 8" SS NORTH & SOUTH STUB 8 SS NORTH t SOUTH STUB 8" SS �. I �y w _ LINE . INSTALL+5'LF 2 LF LINE . INSTALL ib-LF 2 LF TO UTILITY EASEMENT TO UTILITY EASEMENT TO UTILITY EASEMENT F-I--1 �1 tttggg OF 8' SDR-35 PVC. INV O OF 8" SDR-35 PVC. INV O I LINE . INSTALL W LF 2 LF LINE . INSTALL+S LF 2 LF LINE . INSTALL+5-LF 2 LF WEND CAP. S-0.4%INV W/END CAP. S-0.4%INV OF 8' SDR-35 PVC. INV O OF 8" SDR-35 PVC. INV OF 8' SDR-35 PVC. INV O „e•.. O EASEMENT LINE 4731.34 O EASEMENT LINE 4731.79 WEND CAP. S=0.4%INV WEND CAP. S-0.4%INV WEND CAP. S-0.4%INV O EASEMENT LINE 4732.74 O EASEMENT LINE 4733.1 *EASEMENT LINE 4733.61 i D. SMITH LOUTS\MCDONALD I AG. FIELrvkS ❑ ❑ AG. FIELDS I SR- MAIN !n.ATION DETAIL �❑ 5 - 1" SE i -- SDR =Pw W35 P C , 11 _- ¢ --- - - - - - -- 47 s A780 1 _ S UPS IU E TE DJED R 0M . �H T o o m . 1 m 4770 4770 En STA 27+i STA:35+1 i I ---_ - - - - 60 4750 INSTALL _LF 35_• x ARcH _ _ Tq} {1:4 ■ tl - f AS 4ER PER IT M TCH ES(.DIT �SL x r° AS PER 31 PERMIT MATCH EX DITCH SLOPE � EMBANKMENT FILL TO XS7. GRADE "� 'ham q EMB(LNKME T FILL TO XST. GRADE E%1 D IN40* 3• j q. 4 r _ O 0 n n ^ n - - 0 n P: $ a a C if) 0 g (AASFIT SPEC.: �m c~ �J I �'�3 0 � ,n�' + n I n POLrS HE M230-70� N NeD :a." I r -_--. -- n- -- __ 1 rti x Y z 4750 j { --^n + 4 - Q-M ce AK 1hrS SNEtr• n �� i y W ^+ + n 1+I �_ -- Q a +- ^_ 0 J E(tfISTIN GROUND w 0 _j BALL 4' w'x S =w '' < EXIST�JG GROUND .�- v� ( w Z C _ FIN. ADE' i XISTING G OUND n=,w OVER LINK MAIN S n w EXTRUDED I >> / NT N V1 4 (AAi11T0 G: W iz: N K4740 ~ M270� - � � L 40 - -- �� A. Q w _U Q J : W to U (n _ _ $1 Of OF 18 MR-36 PVC - t J Of Q � 00 LF of t e 35 we LF OF 21 SDR-15 PVC 274. LF a 21• 3E vvC N Q t LL I 4730 { ) i75.10 v a -35 00 Or bT 1- - pp s=a x�o 3 H a �.? 3-015D n x "' i > Z IV < 275,00 LF 21' -35 S=0. Z _ 54yy wi nI rn ^ Q C ^ S•.167R d S• /6!1[ ^. - tV to tV r7 br r O (.W Ip1>r in ,,� 1 .x r`I : a tt "'i^i n m J ' � .Z..�. n. ^_ ?f�'i ^+'Nnn I _ n - -- x 4720 < v n n n • �o * e.o an^a+ a ~ nzi -- z3 t�•1 4720 'n -Fi 'x i�- , _. - x x LI LI•W o z z > >>> F 0 q a n n n x n niz x ' Zzz ?_$ Z » 3Zzzz 8 x x x x a e oz:zz ♦ e - >-» » - pjz �z? >> zZ zz cc, Q iZ Z 3>Z> Z»> z3 zZ - ^ jI > I $ -zzz - i A710 n `. CORD DRAW O yam n 1 Inn g n ( _ 4200 PROJECT N0. 3 a a -- _ - - cu O N n m m '0 N n a rn ro n n m ae $ N n ♦ + n m N'n N n$ n`O SHEET NUMBEF SIN 1Oa ar,o Oi OI Or Ora ar.1 r"a 'nN Mm �Y1 aN '�°+ nn �O Orh Ob Nm �� rlla Orb Orr: my Nm rnn NO DOry rlla Uan eO Or Ors O� ^� bn �Or �� Oh mN �n �N '^a Ord ^OD 'ten �� a n oc+ �� S rnl rn OrOj O' W op np b� t00 �rn mm o6 �a0 �a0 MOr nOr yOr aOr �O a0 n0 Mm M� n00 ,^r1t0 n� r�r1M n,°D,1 Mr.�j MM M n,°',r nM ^n nn rya r'Ir ^i rrlg ^a na ay ga a+ a� �a w+ �� na ^a �a 6 (~i7 n"r nm nn ^� n'� �� M1a "1a na nn n„r hr,1 nn ^^ nn ^ n nn na a na nn n11 n"1 n"1 n n n n nn nn nn n n n n n n e as a < a a a a a DRAWING NUMBE as as as as ea ad ar ea as �< ed ad as as a+ ad as as a+ a+ a� as as a,^7 as a'Y a� as a^a a a a a^ a^ a^ an an an an n n n n n a n n n n n a a a a a a a a a a a a a a a a a a a a ^, ^ �`J •2 a. � 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 ��� q NORTH IT SOUTH STUB B'SS REVISIONS w $ TO UTILITY EASEMENT N0. DESCRIPTION DATE BY LINE.14STALL 15 IF I I I 1 AS-BUILTS 1/1 KW CO -� OF 8'SDR-35 PVC 01 m z o z 0 z£n F - WEND CAP.S=0.4%INV p, i - 0 EASEMENT LINE 4735.40 I iu MATCHLINE STA 48+04.44 STA:48+04.55 D. SMITH NOTE. s W o SSMH 5.1 5'DIA AG. FIELDS I w J N� ( ) I Trench Bockfill From Station 48+04.44 to Station 53+24.00 RIM EL-4739.77 Shall Be Type B Trench BockRl. INV. OUT=473•k28- 47 4.21 O w gq I Trench Sockfill from Station 53+24.DO to Station 67+65.97 INV. IN 47 4.24 W1 U '7-u7az NORTH It SOUTH STUB 8'SS F3� 4.91(S) J/ I I Shall Be Type A Trench Bodcfill. 5 n TO UTILITY EASEMENT INV. IN 47 4.91 N o n INV. IN- 47 4.91 S ., az$zit llE.INSTALL 15 LF I () a r SM-35 PVC WEND CAP.S=OAX INV 0 EASEMENT LINE 4735.54 Op S NOTE: Manholes In Permanent Gravel Roods Will Have STA:50+78.55 Rims 6'Below Fin ad Rood Surface. EX.ACCESS EASM. FLANDERS MBE RD.HE WE LIE- SSMH /:5.2(5'DIA) 11 ACCESS ROAD 6 SECT.3,T25,RSE. ESTABLISHED BY CENTERLINE BEING THE WESTERN 1 16 LINE RIM EL=4740.50 CENTERED OVER PETITION 1882, GALLATIN CO.ROAD BOON,VOL.1 104, '' - INV. OU T=4-731�"F 47 TRINNK ALIGNMENT _0 ( ) ( -0 ;O INV. IN 473 .75(W) 0 lS SEE DETAIL e GALLATIN CO.CLERK h RECORDER = 4- INV. INaF3r48 473 .42(N I - SOUTH SECTION LINE SECT.3 I 30'U71L.EASE. 4739.88 4740.65(W) INV. IN= 473 .42(S) Z I 4739.98(5)4740.71(E) I STA:53+53.27 SSMH 6 5'DIA STA:60+30.55 STA:63+90.55 O ( ) TA:67+65.97 S RIM EL=4743.00 SSMH =6.2(5'2 RIM =6.3(5'DIA) i W - RIM EL=4751.32 RIM EL=4755.66 STATION EQUATION: _ 0 S511H�6-STATION EQUATION: INV. OUTs+7h37i+ 47 .60 4738.89 INV. WT=iid9c64- INV. OUT=4739.94 RIM EL=4761.21 I I STA 67+65.97 TRUNK ALIGN w a STA(MEAD =STA 53+53.21 I INV. IN=��17 .70(S) 4738.99(S INV. IN- INV. IN NV. OU T=N49.fr� 47 .91 I STA 0+00.00 DURSTON SS ALIGN.(EAST) N 'n . STA =STA 53+71.30 INV. IN- 47 .37(W) 4739.52(W INV. IN��� INV. IN I 2 STA 20+20.95 DURISTON PAVING ALIGN. OVERHEAD POWER POLE4739.52(E INV. IN INV. IN NV. IN- 47 .45(E) 00 yr OVERHEAD POWER POLE I I EDGE OF EX ROAD OVERHEAD POWER POLE OVERHEAD POKER POLE T y FCANDERS7WtfLC - -WAY - a-WAr 7 EDGE OF EX ROAD 6 � . _ _ I MATCHLINE 0 0 - ISTA 67+65.97=0+00 00 CONTOUR INTERVAL = 1' U a T SCALES WEST STUB 8'SS I I iprt-6-Mr LNC Y Will-6-NKr MACNO/r$-WkY Lpl - -4 7 --_ - I 1'=1 00' H O TO R/W LIE FLANDERS Ln 1'=10' V MILL RD.INSTALL 424 LF 2 L STA:56+70.55 OF 8'SDR-35 PVC EAST h WEST STUB IY SS SSMH III:6.1(5'DIA) 91' NOTE: k•-� WEND CAP.S=0.4%INV TOR LIE FLANDERS RIM EL=4747.09 EAST R WEST STAB 8'SS EAST t WEST STUB 8'SS I ,n THE PIPE GRADES SHOWN ARE CALCULATED FROM 0--- N INV. OUTa473&a4 47,8.05 TO R/W LINE FLANDERS TO R/W LNE RM�ERS � +� ACTUAL DISTANCES BETWEEN INVERT IN AND INVERT OUT M--�-t 0 R/W LINE 47J8.2B TALL RD.INSTALL 42#U(LT1,2 LF INV. IN=r `k}9�47 .15(S) MILL RD.iN ALL+?5-Lf ILi1.J0 LF( RT) MILL RD.(INnSTNl i26 LF(Lll.2 LF s ♦ TO ILLUSTRATE ACTUAL SLOPE. MEASUREMENT AND 2 LF 426-LF(RI OF 8•SDR- PVC 4?5 EF RT OF 8-SDR- VC 42.5 LF R OF 8'SDR- VC 0 W WEND CAP.S-0.4%INV INV. IN- 47 .82(W) WEND CAP.S---A1%ply WEND CAP.S=0.4x INV PAYMENT SHALL BE PER SPECIFICATIONS (CENTER OF � �4 •R/W LIE 473g96(LT).4139.08(Rl) INV. IN- .82(E) 0 R/W lNE 4d39�( 0 R/W LINE 4740.76(LT),4740.88(RT) b b MANHOLE TO CENTER OF MANHOLE). O 4739.72 T, 4739.76 (PT) 20 .00 VC - - - HIGH POINT ELEV.= 4761.44 g 100' GH POINT S rA = VPI - 23.76 ft. o : ao VPI ST = 67+65. 7 r c ( ; 4790 p KID -1180 w/ K 169.431d - v ~ - : VPC-VPI ^ N 4770 4770 1COMPT NENT DF + DU TON Ill . Ln ALIGN 'Tg i - - -- c r 4760 4760 ,n. -- -- -- - - - - --.._ - --- o z xAw GRADE g� : : : Z - o� a C, aF -I > a o ri a .+ui N> EXISYING �N 93E I Q : ~ I' GROUND 1n rn T F f- F L aW W lER Au At o _ �jw � 0 + 3 2 - LaJ U a= <md CIS r8L w w V)355. LF OF B" -35P Le 10' -35P L 1FI" -35P ., _. > L1J31 78" -35 VC 354.4Z N COP51AT eta 3 0.255AT m U: Q 0 •-+ 59.72 OF 51)R-SPVC - %_ w i h Z .NIlN C' -n e Q : N m e � �•-, 9.00 lX IE SDI- PVC S�Q b 3 -0.I32 n o . _ . 4730 - -- n o� N �•�pp, � 'm 7 g m N n INS 5330 Z +N ^fir N ~ II A A Z z ZZ 'f 'v OZ n n a CL =4741 Z Z > Z> ) Z Z Z 472LL_ n n ♦ v N N z> > -z z - Zz >_ - N ZZ 3� 3. __ - - 33 3RECORD D'RAW[NG n 4710_ VJ 4710 SPROJECT U MNO. o 2885.004 040 031 R0 o � N en 0n R m m m � 7 m n 0 .0 ad N005Oci � a Ob T^ m 0 YO g0 N N 0N N� to ± na n+ na na na na n'4 n n� n+ na na n< na n+ n na ^a na n♦ nr. n• n'D ^rrh nin n,n ^v1 nv1 r'O ^v1 r.N n'D n'D n'D ^�n n,n ^,n n'D n1n n1O n'� ti v a� r^v a^� a^� a^� +^� ew as da ae as as da as as Y+ •a as •a +a �+ •i �a +a a� +v a� a� e^,e a^� �� a� +^� �a <d •a +a a^y <^y v+ �Y DRAWING NUMBE o O_ � 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 S - 3 rvssmoi REVISIONS v, f isw< SEE DETAIL® 12�' N0. DESCRIPTION DATE BY ut i IF ��o c --LL 1 AS-BUILTS 1/1 KW lX) _W � mziz❑z�� =rs <'5- < NOT 9.5'' S z -Z.8ic Tren h Backfill From Station 67+65.97 to 1 _ z Slot n 80+94.84 Shall Be Type A Trench Backfill. I o o O Tczi<�Non MPC TRACT 1 ADAM BRONKEN MEMORIAL PARK 2 8❑a s_i s COS 985 STA:72+85.55 - 105' SSMH N:7W.2(5'DIA) RIM EL-4757.53 ? F N AINV. OUT� �B 4712.04 30'UTIL EASE. a n HT 4 INV. IN= 47 .14(W) V N z N INV. IN 47 .81(N) I �� z �o INV. IN .81(S) gi• S.W. CORNER 1O OVERHEAD POWER POLE /OVERHEAD POWER POLES SECT. 3 OVERHEADS - - - - -Mr_ -._ - /� - - - �_ ( VERHEAO POWER POLE R TON W a _ ❑ � L i - - _ 14- _ �7LF - �7 EK EDGE OF 1R�AD EX.EDGE OE ROAD NEST STUB 10'SS ALONG DURSTON RD.EX.60'ACCE NSTALL 66 LfOF10'SDR-35STA:80+94.84 0.385X CAP.S=-ffPB.F NV•66 FT 4 4.49 NORTH 4 SOUTH S1118 8 SS SEE DETAKSSMH N:B(5'DIA)91' TD R/W UNE DURSTON RD. STA:70+25.55 STA:76+65.55 RIM EL=4754.00 z rn NORTH STUB 8•SS TO R/W LNE OURSTON INSTALL-4StF N 2 LF SSMH 7W.1 5'DIA &sou 8 SSSSMH N:7W.3 INV. OUT-1743-23() /: ( ) + R0.. STALL % I OF B'W LINE PVC:"NDINSTALL t1=(S)51 LF RIM EL-4759.32 TO R/'M L1NE DURSION RD. RIM EL=4755.40 INV. IN-�� o 11 CAP.S=OA7L INV 0 R/W L1NE 47N.0OF 8'SDR-JS PVC INV. OUT=:-r+rT.r INSTALL 4S Lf SNr1 2 LF4 2.91 INV. OUT=+746� INV IN °a CONTOUR INTERVAL = 1' N/END CAPS S=0.4% 0.4 f% INV. IN= '••'c INSTAlI CIF{5J 2 LFINV. IN= _ F N 2 LFOF B'SOR-35 VCINV. IN IN . IN- 1743.77NV R LINE=474}44-S 4742.34 INV. IN' W/END CAPS.S=0.4% INV. IN 474/.17(S) SHT 54 �1�10�' VHTA:67+65.97 4741.48 INV•R/W LW.4742.79 N SOUTH STUB 8 SS 4743.56 S n---1 0 rz NV•R UNE=4742.73 S4744.24(W) WEST LINESSMH N:7 (5'DROP MH) NE DURSTON RD. 4743.56(N)4741.58(WJ 4714.1,3(N) _SECT. 3 O r_,i RIM EL=4761.21 4742.11(N) B-LF 51 LF 1-T 4I;- INV. OUT=•4,'11" - 47 .91 -35 PVCg INV. IN�47 1.01(W) 4742.11(S) PS:S=@41L-.0.5 97G ,a II INV. IN 47 .45(E) INV O R LINE F<< 4743.80 S W I 0 J DURSTON ROAD I i ,N o w N _T___5_E_VVE T 0 XTEX EQ O N W x 479D I u _ a I -- - - - -- -- - - I:I - o mgg o ten' 612 11 �. -- 4770 .�c�'i +vi1 Nam-► - - >... -.: ♦g :M��y•� • b4W: 1 +!J d O hen m' .W - vl vNi d �^x G Fii g <` F . GRADE EXISTING 0 a X + t : ' 47fi4 _ GROUND I`x GI _ o - __ -o. 7OO Q �t 1 Ma�lT�I,tan 18'Swap tion MQtntatn 8'Sapprotton Q _ _ - - _ _. 475 Y Z �Bepxeen(Fw..uture)Water Mal. Between Futwe)I wota 1a,swam. ---- - - �- -- : z Q -P Jf: - stab a se Man ween Bet (FLfure)Watw M - q �-- O APPROX'.UOCA _ Stub t Sew Mole (n F_ z QO STk(6847 69+87) I _ : _ LLJ O V.(4755.534758.38) 42.29 LF OF 13" -35PVC __ _ __- _ _ 474D -- +F or 48'S�flR-3bpvc :_ 5m LE OF 15 PVC ---- S-o.l .58 LF 18=�1-35P �` z _ - L,.I _ s-a,w+c Ab ^^ sa w* a? S-0. x _io.o LiJ N z s res< v 3 Z� Ymm o n u J _j } Q qo <Ni v+: n Q Q CO f ' ^nn nn n E o a n " .r♦ } IInZ I �zzz } Z'1 ZQ > a � I� n A iH �_ I u � N CO C z_ > > Z >> 2 Z Z Z Il Z) : : - : m g o Z>= zZZz - z_z I I _ Zz-- - - 4724 Q z_ I IIITcr T wi e r Don ♦ I - 1 14710 CO DNG j F - I 4700 ffDRAWNNUMBER 3 -- a N f n Y N n b+ Nn m.,$ Orn r� m0 NO -N dp. O'N iON .O� N� on rp M� <� '^N �O'^i or` V)� O.� �r a0�r n o e �'� a0 m r ui m v � < '� < '� `* v vt o �� oo °o �o 6 � NN °° N � n� � N aN NN n� �nnaa67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+DO 77+00 78+00 79+00 80+00 81+00 1 REVISIONS W� NOTE elch Bockfill From Station 80494.84 To N0. DESCRIPTION DATE BY u, z N L Station 107+55.24 Shall Be Type A trench BakMl. 1 AS-BUILTS �' 1/1 KW 00 8�i'l i i STA:85+79.91 W 01 >z z a 4 1 SSMH /:8.2 COS 1005 °I W-i Ww MPC TRACT 1 RIMEL-4758.43 INV. OUT-4-i46.46- COS 985 INV. IN= 746.52(S) = o 4 MID-SECTION j° INV. IN= 46.69(W) LINE I s } W g o z$ STA:89+99.55 $ O_ z rn I i EAST STUB 8" SS EAST STUB 8" SS WEST STUB 8" SS SECT. 10 TO FUTURE R W LINE STA:107+55.24 = <'" 6 6I / SSMH /:8.4L42 TO FUTURE R/W LINE TO FUTURE R/W LINE OF COTTONWOOD. INSTALL SSMH /:9 6 U rR 6 1 RIMEL-4762.62OF COTTONWOOD. INSTALL OF COTTONWOOD. INSTALL WEST STUB 8" SS EAST STUB 8' SS STA:104+34.55 a ~ t $ 2 LF LF OF 8" SDR-35 PVC INV. OUT=4;F60:b>- SSMH III:8.8 RIMEL=4785.15 $a o n o i _ LF LF OF 8" SDR-35 PVC 65.5 LF OF B" SDR-35 PVC TO FUTURE R/W LINE TO FUTURE R/W LINE INV. OU T>.4}7386 W/END CAP. S=0.4X INV. IN= RIM EL-4780.19 'o°3 o z< �I a `''1WEND CAP. S=0.4X WEND CAP. S=0.4X OF COTTONWOOD. INSTALL OF COTTONWOOD. INSTALL INV. OUT�3rN�.3347686 INV. IN=+�7•FiBESj 2 1 INV O R/W LINE 4747.77 INV. IN=475B:84(WINV O R/W LINE 4755.92 INV O R/W LINE+755:96 65.5 LF OF 8" SDR-35 PVC SS-5-LF OF 8" SDR-35 PVC INV. IN=4�68r83 476 7 INV. IN- WEST SECT. LIN SW CORN. SECT. 3 SECT. 3 � I 4755.98 W/END CAP. 5=0.4X WEND CAP. 5=0.4X INV. IN= N' INV O R/W LINE+76l18- INV O R/W LINE 4764.12477 %�Cl 4764.09 2 LF 4774.03(W) ?4774.044(S) r- - - - - - -- - -1 �UTIL SM a RIGHT-OF-WA - - -- - - - nl�A�fe/FUTURE RICHT-a-WAV LINE 4773.8<(E) CT ]04I zMATCHLI - - -8"-: $--_,. _F RE. . . . . . . . rOTTO"MD-RerAD- - - - - - - -� - - - - eASM ulur�Ria+s�oF-wA - STA 80+94. -y~ ��� HT I __ � 1 um EASM RfcHT-Of-wAr SEE AIL®� - - - ,EASM TU_PoGHT-OF-wAr WEST STUB SS 7 I I TO FUTURE R/W LINE OF COTTONWOOD. INSTALL STA:83+99.55 65.5 LF OF 8" SDR-35 PVC ST :86+93.02 W END CAP. 5=0.4X STA:100+99.55 x SSMH 8.1 / STA:92+99.55 STA:96+99.55 SSMH 8 7 STATION EQUATION: 0 INV O R/W LINE 4746..99 S H III WEST STUB 8" SS SSMH p:8.5 SSMH /:8.6 M' STA 107+55.24 TRUNK ALIGN.- < RIM EL=4756.92 RI L=4759.37 RIMEL=4776.02 < 474 2 INV. OUT-474b36- 4746.95 IN OUT=4747.28 TO FUTURE OO LINE INV. =4767.61 RIM EL=4771.85 STA 0+05.50 WEST BABCOCK ALIGN. ' x 1 4745381NV. IN=4745.46•- IN IN=4747. S) OF COTTONWOOD. INSTALL INV. OUT=#755-34- 47 5.J6 INV. OUT=a759.a4 INV. OUTo4a66155 4 63.47 SHT $S t^ U a IN IN=4747.5 W) 65.5 LF OF 8" SDR-35 PVC INV. IN= 47 5.46(S) INV. IN=4759.54 INV. IN 4 63.59(S) SHT S6 Z R I I WEST STUB 8" SS WEND CAP. S=0.4X INV. IN=� 47 5.72(W INV. IN- 4 63.89 E) WEST STUB 8" SS STA:80+94.84 IN IN=4747.5 E) INV. IN 4 63.89�W) TO FUTURE R/W LINE I SSMH Ill TO FUTURE R/W LINE INV O R/W LINE#�51-1-3- INV. IN= 47 5.72(E� OF COTTONWOOD. INSTALL F+1 RIMEL=4754.00 OF COTTONWOOD. INSTALL 65.5 INV. OUT=47I323 474 .77 65.5 LF OF 8" SDR-35 PVC 4751.10 W NDFC 83t OD4X35 PVC INV. IN 47 4.17(S) WEND CAP. S-0.4X INV O R NE 4774.36 ~4 INV O R/W LINE 4747.81 a rn 1 INV. IN9+3.T � 47 4.24(W) a0 I I INV. IN 47 4.43(N) W 'D'� 1 J COS 1 OD5 NOTE: CONTOUR INT 1' Q ADAM BRONKEN THE PIPE GRADES SHOWN ARE CALCULATED FROM 60EEX. ACCESS MEMORIAL PARK $ COTTONWOOD ROAD ACTUAL DISTANCES BETWEEN INVERT IN AND INVERT OUT ¢F TO ILLUSTRATE ACTUAL SLOPE. MEASUREMENT AND w n PAYMENT SHALL BE PER SPECIFICATIONS (CENTER OF _ W H MANHOLE TO CENTER OF MANHOLE). 1"=10• V tL O m 3 4800 __ _ J J - 1 - - - - - - i : -- - - -- - -. _ 0 N N I s + 7o4o In m m 'n a + p o + < < a k EXISTING ^O � $ `_' 47304790 m amp NI�'i,� I of 9 i xw V) A7An e GRADELn �T 1.5 O N O+h w FM; GRADE I 12457G :Maintain 18' otion t. Between(Fut�e)water Matn }h0+ y n N ,O +iR J Vl N 1.0 39. Stun Q Se.«I Main •e EXIS NG GROUND'. O1=�' -=x=ter W 4770 + m Y m Maio taro 18'Sapar tfon Q p 11 w N Oi m e 0 iJ N _ BehYeert(Fb,aro) p -- - - Y Z N m x W Stu!h Sewer Ma 314.f0 LF OF 2"SDR-35 P � GO -<Z ( J .00 LF OF 12' -JS PVC �p ^ - .3721[ U V) Z x _' W. 1e Separation R LLJ 011eJ 9- _- « Nrn ��� - (Future wet Ma4m f ; S=1.341 `^° N > O .{ a m-- N a; 0.83 7. 0 _9 SUL 3 Serra Main - - - Q �� 0 N N LLJ & 0.9677. omtoin 1e'Separation mtatn,R' ++ 9= z �> r 00 MMp� - 3Y4.00 LF OF 2"SOR-35 PVC Between(Future)water Sbpa atim v 0> ?z z W Z d 11eh Stub k Sewer Moin I \I - : S= 0m o ul I ri >Z ^^3 J Q CULVE E SHEET.T rorAME>aT Q ~ o 3oz.s]LF aoF f�-+aa SM 44r 35 PvC 5•f.115z + > i z>z - ~r~^.n > Q N m I m S-,.mx h >Z ^ + r cn O A 300.1 LF OF 12 -35 P1� O a 3 N N 3 N I V N N N r•y, 4740 rOr a ^ 10 + ^r r I z >> r ^nf n) ♦♦ .F > > > 3 _4730 1 Q y- ZZ �iZ. ^ _ - CORD DRAWING g ? i? 78.J8 LF OF,I'SDR-10 PVC ,Ff - rn l7 >. SS-01 x 109.n OF�,2�•ySDDRR_#5 PVC . 3 Z 5=O.8D61< } -- _C] PROJECT N0. to - 28II&OW MO QTCD 0 of HN .NYe N++'vj N•�� M�IO)� 1+1I NN+v O�+0 a nb On ^ - r aJ d . 7n � ^ n^ ^ n^ �r n � ^^ ^ 0a+ onf of O m m O�O � m SHEET N UMBE ) + +I� + h ) N h � TOiO� 0 N N0 u0 DSO o� ICO� 0 ^ N^ N^ �V 0ou 0i 0 00 0 0 00O0 00 m m 9 iY *a +v � n � ^ ^ m � � a a d v + e a +a +a DRAWING NUMB a0 T O0N �N � a ^ E0+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+DO 96+00 97+00 98+DO 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 j®�+00 S - 5 rossmo� s REVI DNS ` CC Ny�p NO. DESCRIPTI DATE BY { Z N 1 AS-BUILT 1/1 KW 00 o € 0) w wg x � g� Note: ~ moss WW+ Ii Trench Backfill�Frpm Station 107+55.24 to Station 129+77.37 S $- w I!Shall Be Type A Trench Bockfill, N if TRACT 2 I a ;�9-6N COS 1846 I oU $TA: 121+03.88 1 SSMH /:10 (DROP MH) t}STA:107+55.24 TRACT 1 RIM EL=4801.20 4784.86 INV. OUT-4rv+-ar STA:EINJ STA: 126+74.55 SSMH /:9 '_�= SSMH 10.2 J RIMEL=47B5.15 EAST STAB 8'SS COS 1846 EAST STUB 8'SS LAS 4792.24(S) INV. IN=wF 98'� SSM / STA: 129+77.37 'Q > m RIM RIM EL=4811.29 SSMH /:10.3 ?- 4a s"'„ N INV. OUT -477 .77 TO R/W UNE TO R/W 11NE INV. IN=4784.92 INV. 96.94 INV. WT�486i:89- 4 01.91 RIM EL=4814.23 z INV. IN-4774-19 61 477.114(S) OF COTION.l INSTALL OF COTTONWOOD.INSTALL NSTALL 4792.24(E) INV. IN= INV. IN 02.01 S N� INV. IN=4774.tO W 2 LF 'OF 8'SDR-35 PVC ?LF 'OF 8'SDR-35 PVC INV. 04(5) O INV. OUT=4805.152 LF35 PVC INV. 97.04(E) INV. IN=�k3W1399 E 4 02.01 (E) INV. IN=4805.25E INV. IN=4773.90(E3 WEND CAP. 5=0.4x INV WEND CAP. 5=0.4I INV .Ix INV LAS7 SNB 8 SS I R I R �q� TO R/W LINE TUT S •SS EAST STUB 8'SS 70 R STUNK•ss pE COiTpIIWDOD. STALL /W 2 LF OF COTTONWOOD.INSTALL 47:r OF 8'SDR-35 PVC OF COTTONW000-INSTALL 2 LF TOR UNE 2 L W/ENO CAP. 5=0.4x INV 2 LF 47 OF 8'SDR-35 PVC C0�8' -WOOD 135 NSTALL 'OF 8'SOR-35 PVC w rn WEST 1/4 I R N 4 W/END CAP. 5=0.4x INV WEND CAP. 5=0.4x INV z w; - SECT.10 1 VIAND CAP. 5=0.4i AIV .44 I N a i I un a-tur IAA - - unAlkl I " a-wArLINE _ - - - - - - - - - - - - - - - N - -_ _-_ - - - - - - - - �- - - - - - - - - - - - - - - - - - - - OTTO A $ -� 5.�, - - In - - - - - - - - - - SECTION LINE COTTONWOOD ROAD WATER LINE unFwg�MalaF-rAr EXISTI G ASPHALT DGE r I U 1 WES1 STUB 8'SS STAnON EQUATION: ro R/W LANE EXI ING CURB LI Z t� �, + STA 107+55.24 TRUNK ALIGN, STA:111+29.55 STA:114+79.55 STA:118+30.05 OF COTTON, TALL STA 05 I O r�l n 1 A 0+ .50 WEST BABCOCK A11 -3 GN SSMH /:9S.1 SSMH /:9S.2 SSMH /:9S.3 72.5'OF 8' PVC M-�I o RIM EL=4788.00 RIM EL=4791.68 RIM EL=4795.41 WEND CAP. A INV INV. OUT-*78I 47 2.50 I R N INV. OUT=4776.74 INV. OUT=47B�4'q 47 0.16 vi ~ INV. IN=4776.84(S) INV. IN-478G.32(S� 47101 INV. IN=t78Y.9Y(4} 47 2.60(S) I T NSHT 56 INV. IN=4776.84(E) INV. IN=4-7804;1(E) 47 0.211 INV. IN=4782.62(E) 47 2.601 I BILLION A TO PLAZA P. .D. I 4 CONTOUR INTERVAL = 1' NORTON RANCHES ? CCAIFS. COS 1005 I 1•-100' H COTTONWOOD ROAD =10' v WPI ST = 1 T8+30. 5 ^ I VPI E V 4795. 1 ^N - _ --- � ( _ I � K - 95.215 i -� +1 .00' VC -1 o o. -N m rc -ao n 0 EXI TING GROLIN <_ a L r+i� U „ .� � armpT{ S + a1+ y A N Yoi�loin B�Seporollan Stub a Fua MtRn ter.oln t Nm A f 7 7,167G Betraen(uturn)water aln I Lei i W & Stub a tr Yah 2!e @ LF OFI 8' -35 ul g vi FiN. AIDE . 11a6Aoia al+m , - 3-i-1•�56 - - - - 4aOOO �p0p A 2• Btrtrwn(F n)Wat.M Sr 1.051; ON a a Y _ i/ Stub h Sr MaM S]0.e1 if !�SORAll._11I -35 P a O uF t� ± A ttA t . 1f a ; x1snNG to to I 1447 N x� pUNjp Maln oln te'Separdtlon A o= _ Y a W �N ak tan tE' ratbn l t.ben('Zl e) to Mdn Ibif 36 Pic - - >> Z Z trrn'(Futur�p Wattr Mole I Stub'h Strrx-Main 2.0767G ?Z Q - - tub a 5- In . ~ii N w 0.761% Malnto IB'ssparotIo(� A > Of Botra (Futurii)Wat{Main , z _ L Z Stub a sthdr Mwn > - - W> Maintoin 1e" olien �` �` O'i h > O Betre4n(Ful e)Water Main; , 269183 L1 OF 8'$OR-35 PVC _ > ? _ y 4280 - -- Stub•S.-Mob 510.50 OF SDNJI`SPVC S�0.&�78�i rn -2 Z lV } N .00 LF!x e'Sdt-3q PVC ! S846Xf4 o o J }LLJ Z 370.1LF OF e' -35PVC : nNw S=o.' z _ ---- _ - Qcc �- A II A II �atn Q � G s-o.7nx I a -._r_ zs A u u >>> .. z N Q tl A r G ? Z Z Z V1 W m In 77 �pp tDIN pp � ♦a : 1 RKORD DRAW G S rNNd n^a aa)ON^a �aa��a �am�^a �a�^a �a^y �aao-^^a ^ma^^a aa aa aa aa ad da aa a aa aa ma a a aI asa Ny ♦ h< _ PRO,E C T NI L7 285. 040Q 0 SHEETNUM8 Ot a , �p O ID O a, T N 0 N 7! a �� M M 6 0 6OO 00 N � am m � � y ^� im $ N DRAWNG NUMppp d w 0 m ow aoa a t0 c 0 ^a waa' a no za aasca a�a M� op om a a1 a - 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 t18+00 119+00 120+00 121+00 122+00 123+00 124+DO 125+00 126+00 127+00 128+00 129+00 REVISIONS i 1 I I NO. DESCRIPTION DATE BY an d i I 1 AS-BUILTS 1/1 KW 00 < < 0) 6n*ff I �� NOTE: I I Trench Backfill From Station 0+00 to Station 10+79 I S i-g z w 6 F u Shall Be Type "A" Trench Backfill. ��.{i�i4z o � sj Jill I I 1 I pii�16 o`�' i I � i I I I I NORTH & SOUTH STUB 8� SS TO FUTURE NORTH k SOUTH STUB 8" SS TO FUTURE NORTH k 50111H STUB 8' SS TO FUTURE I 1 R/W LINE DURSTgJ ROAD R/W LINE DURSTON ROAD R/W LINE D�TSTON ROAD STATION EQUATION: INSTALL 30-LF OF 8' SDR-35 PVC INSTALL -LF OF 8" SDR-35 PVC INSTALL So- OF 8+ SDR-35 PVC I I STA 67+65.97 TRUNK ALIGN. INV. IN O R/W LINE - 494t4e 4747.37 INV. IN O R/W LINE - 4749.25 INV. IN O FIXLINE - 4751.33 STA D+00.00 Dl1RSTON SS AUGN.(EAST) 2 LF NOIf TH, 52 LF SOU K 60'ACCESS EASM. N z, 2 LF NORTH, 52 LF SOUTH 2 LF EK.EDGE IX fXtVL. = e 89* BAN I I _ _ _. _ - - - - - - _ _ _ _ - - - - - - - - - - - _ - - - - - - - - - ---- - - - - - - - -_ _- -- NBlE MWT O WAr 1111UE RIortg tAY I R o ROAD '0i _ - - ___ - _ _ _ _ _ _ - OVERHEAD POWER POLE funx RIGHT-a-rer ",DIURSTON _..___.._..- ___.._.._._.._.. ' rv _ D OF ASPHALT - - - - - - - - - OVfRFEAD POWER�� OVERHEAD POWER PONE - - - FaX RIOlt-6-WAY OVERHEAD POWER POEOVERHEAD POOR I '^ a '+ STA:0+00.00 i SSMH /:7 (5'DROP MH) EL=4761.21 STA:3+40.DO STA:6+79.00 STA:10+79.00 CONTOUR INTERVAL U $ NV. OUT=4749$3 SSMH /:7E.1 SSMH /:7E.2 SSMH /:7E.3 I NV. IN= RIM EL=4760.18 RIM EL-4758.16 RIM EL-4759.76 g F INV. IN=4{b� INV. OUT-4747-2& 474 .06 INV. OUT-4949:93 47 .91 4750.99 INV. OUT=475f+F SCALES H o = 4740.91 INV. IN=4i4736(E)474 .16(E INV. IN-4749.43(E) 474 .01(E) 4751.09(N)INV. IN=4761.21(N) 54 4741.01(W) INV. IN= 474 .16( INV. IN= 174 .01(N) 4751.09(S) INV. IN=4a5E-?iES� LJ 1"=10' V ( (N I U a N INV. IN= 471 .16 S INV. IN= 474 .01 S Z K 4745.45(E) z R 11i� O W W t 6 • I � D U R S T O N ROAD + I THE PIPE GRADES SHOWN ARE CALCULATED FROM O ACTUAL DISTANCES BETWEEN INVERT IN AND INVERT OUT i TO ILLUSTRATE ACTUAL SLOPE. MEASUREMENT AND I PAYMENT SHALL BE PER SPECIFICATIONS (CENTER OF g MANHOLE TO CENTER OF MANHOLE). $ s Q Q f8 I _ I & I :HIGH POWT'.ELEY 47fi4.25 CH POINT V = 4761. 4 :HIGH OINT;STA 17+54.D6 GH POINT S A = 0+23. FA3 84 1 STA= 17 70.99 VPI STA = 0+00 LOW POINT ELEV 475 .59 I VPI'.ELEV 476h.71 LOW:PgNT STA + 7+1 .25 - 38 1 ELEV 64.78 4790 y� _.�� -- en _ T7 .9 _ _ K - 94.5 3 ;VYI ELE = 4758.4 20.00':K = 1 9.431. A.D. = 0.950 1 100. : I li o < Y 200. 'VC K 10S.Z50 o m a 1. 4780_ o ,+ n n • m fl OObi 1 1 a tat WW u' o�n a' + n N a+ n $ di L g g o 4770 a k $ n 1 w a Y n a n 4770 �o - ciW aai n Y - - f Zd0 k - +n 4 - �w « n=w g g z 0. 72% X Q 3 -- - -- --^ X - _ - 4760 - - -- - ----- - - Z Q �' I-VPO Main oin IS" Sep ration oolgln 18"'Separotion toirl 18+ arotion - _ � _ Z Q I eM� COMPON NT OF Bet•,ieen Water Mpin Stub �Betwe4n Woter Moln Stu► �etweerl W014r Stub _ _ DURS RD. Sewer Main Ih Sewer Mo'Tl1 ✓! SeaeF Main r I j a, O AlIGNM'T _ 475D _ _ S1A -Slk .115 N3EV 47b3.25 - Li to Z O s . F --- W II _ II J SOR-35PVC 39LF OF R35P5.00 LF OF 8 Qr Q 336 LF OF 8 R-35 P - S= 0. 7 Q2 O S= .522X w 4740 > Z- S-0.4 a r V) z m UOz > a v n > z» z o I > 4730 - =z w a ai ZZ gW 2m O vT ��e m (D -zZ Ir.Knn aaa _ 4720 4720 f .. I I I CO D VV G -_ 4710 PROJECT N0. T _ _ r ; - _ _ __ -- -- - - 2885.004 040 0310 3n 4710 - -- - - - - N SHEET NUMBER o +van n.a� PvNn rno'� i� :n vn� +n +vnl nn^ +n +n vn +n ♦n0 o +n +n +n +n n� w mh+�$o N , o y N Mai o n ina nm ea rvha na �a �a n°aa +naa �a DRAWING1 1 NUMBERn en eue V) N a +a a +a a a a a a +a +a a a +a a a a a a a a +a a a +a S - '7 1 a . � 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 REVISIONS v. NO. DESCRIPTION DATE BY _62 vi 1 0) m= -6a < I 11 I I 1 AS-BUILTS 11 11 KW o i I F- U�aas ma I Ir iY � z�z$I0I I3 I OI I� CENTER SECTION LINE SECT. 10 z �I 1 I d io' w�W G I 11 16 +44 1 �pj Im Note: O 'Wa{�o6a U H o $ N OI I� Trench Backfill From Station 0+05.50 to Station 23+93.50 I z m m a w 1 y Z l I Shall Be T e "A" Trench Backfill y 1 z m $i I IH I Iwz W N N 1 : IF '() WEST SECTION LINE SECT. 10 s uI ? �W Iwl I ?Lil1 NORTH h SOUTH STUB 8" SS TO NORTH do SOUTH STUB B" SS TO SOUTH STUB 8" SS TO SOUTH STUB 8" SS TO SOUTH STUB ffR. T- SOUTH STUB 8" SS TO Ir'z-n a IF X� STATION EQUATION: FUTURE R/W WEST BABCOCK ST. FUTURE R/W WEST BABCOCK ST. FUTURE R/W WEST BABCOCK ST. FUTURE R/W WEST BABCOCK ST. FUTURE R/W T. FUTURE R/W WEST BABCOCK ST. I� I I II H11 STA 107+55.24 TRUNK AUCN.= INSTALL 45 LF OF 8" SDR-35 PVC INSTALL 45 LF OF 8" SDR-35 PVC INSTALL 45 LF OF 8" SDR-35 PVC INSTALL 45 LF OF 8" SDR-35 PVC INSTALL 45 LPVC INSTALL 45 LF OF 8" SDR-35 PVC 1 ph z e INV O R/W L INV O R/W LINE =i}13�7Ft 4780.12 - i �1 I STA 0+05.50 BABCOCK SS ALIGN INV O R/W LINE = 4775.12 INV O R/W LINE = 4776.01 INV O R/W LINE = 4777.00 INV O R/W LINE = 4778.25 CENTER SECTION LINE SECT. 10 W 1/41 I Y I CENTER SECTION LINE SECT. 10 Y .'L.. C 1p i I UTIL EASE/FUTURE RIGHT-OF-WAY U11L EASE/FUTURE RIGHT-OF-WAY K 1 _ - SEC. 10 z E o _ W � h z S p - - - - _ - _ UTIL EASE I I y 'DL EASE/FUTURE RIGHT-OF-WAY - I UTIL EASE/FUTURE RIGHT-OF-WAY- 4 m1 I j I� Iz g Y Ili I STA:16+79.50 STA:20+79.50 SOUTH STUB 8" SS TO STA:23+93.50 j h &I I 3 STA:107+55.24 STA:8+79.50 STA:12+79.50 SSMH 9E.6 / SSMH #:9E.7 r s M I I SSMH {p:9 S A:2+94.50 STA:5+70.50 I SSMH p:9E.5 $: FUTURE R W WEST BABCOCK ST. $ SSMH N:9E.3 SSMH :9E.4 INSTALL 45 LF OF 8" SDR-35 PVC RIM EL=4790.47 ; II RIM EL=4785.15 SSMH p:9E.1 SSMH N:9E.2 I RIM EL=4789.24 RIM EL=4789.20 INV O R/W LINE =#781-Bt' INV. OUT=-4701.35- I; iI I I` INV. OUT-4Z'o.`3 RM EL=4786.42 RIM EL=4787.621 RIM EL=4788.67 RIM EL=4788.81 INV. OUT--+ 9L � INV. OUT=#78�.35- 1 > INV. OUT=47%. INV. OUT=4}}7-8g INV. IN 4781.78 INV. IN=+'.o4.T:,�) '� �o II INV. IN- INV. OUT=4fi74:7-3- INV. OUT=47-76$2- INV. IN- 1 I� I lz�' INV. INV. IN- -:r4 ll INV. IN INV. IN INV. IN= INV. IN=4779.31 S INV. IN- 4781.45 i k3i r l 5 1 INV. IN- I V. IN=4774.94 5 INV. IN_4775=4775.83 S) INV. IN=4776.81 S INV. IN=4778.06 S 4779.08 4780.27 4781.55(S) jg O w 4780.37(E) CONTOUR INTERVAL = 1' 1 ¢ + 4776.48 4777.84(E) 4779.14(E) I rn d I 4773.77 O 4775,521 4776.58(E) 4780.47(S) I �� y..� a I I Y I I>K 4773.78(E) I 4774.63 4775.62(E) SCALES.' I '1•-y-1 W I I I w 4774.03(W) I 4774.73(E) 1 1"=100 H j II F 4774.04(S) I 0 V 1:NN14 w F I I I I ' WEST BABCOM STREET I Y II I 120' FUTURE R/W � I 41575 000 Y II i I I I I I I I MIGN NT STA=? 19.70 m m GH POINT ELE 4790.12 �L .'p.-.-ELEV 4789.24 HI q-T ELEV=4789.89 LOW DINT LLEV- 789.17 P STA s 25+T 70 p T ELEV-47BB.74 IICHOM7STA=14+9t.25 S STA 18+Bk72 HIGHgNT STA= H+62.84 LOw HT STA- 2 57.00 1 • 95.30 y STA0 l90.73ELEV-=479152STA. +46.3] I PN 6TA 4+e7.70 STA179.44 N STA,=20+ 7 AA.D = -1.18N STA 8+e.70 I PN STA-1 79.41- PVI ELEV-4790.29 w ELEV 47 .02ELEV4 .05 - -- - - - PVI EtEV- 788.80 N ELEV 789.10 K B8.00 4815 A.D. 1.34 .D. 1. A.D 1.00 K-8 1b{ N ELEV 47 .B8 A.D.AD . 112 .OQ�C- I A.O. 027 _ �-.O'VC �;1 A _ -�-K= BS- -lc.89. R'37 i I 100.00"vc t I 1Do.00 I toaoo'vc I I 100.0_o'vc I - - K.77.78 100.00' I 4fll`1_-_. _ _ --_ I I I 100.00'VC p $ 8 m 14 o - 4805 %I I I - : -- q ♦� Q 11 o t�` Y- ITT----OOOff m_ _ n o _ 4805 - - - L - - �- I m m i m ,+, Y_ ♦ _ i m + v y+ _ Y .. _ vi 0y'� 0 � � y,�: `O m 5 � � +� + N II 1 u1 a I1p.�p�c� U Y 'S at U iJ 1� J 'onN a+p=W W I I U 1'I'> m I W m +0�nu �'_ - -�- m �� I W I I N W - �79 r1 Z Z Q II I v+i'e 1 Zvi I 'n m' _ _- - - - ------ - - F- o z I +at J + J = m -.62 -$_O_- _ SOZ W Z S $ O 2 W N W Q _0.72 - - _ - - + r 0 y I -__ -_-! _ - 'ntaln te.Sapo T. _- W O o N N N �. _0. ,0.{57N _ - I team Wotm Stub C Fzc{i NNK sa.e.uah _-._ _ - _ - L -+ r �.aa�� 4785 u z - weptstw N yyyy0000 Sao kIk a «waln \ �' I I LLJ Z l - Betwt4an Ybtd_Moin1$uE�' I I \ - - - -- I J } Q 3 Sawwa Main. -396.�0 LF OF 10 SDR-35 PV 31 Q.00 L OF 10" SD -35 PVC _ 775_ J Q I Q H 1 396�OB LF-9F � OR-35 i�VE $=0.27% � V. I i I > z N 4775 -- 305.00 LF bF TO" SDR .35PVC " I T l I -- 272.00 LF F 10" SO 35 PVC $96.00 LF OF�10" DR-35 PVCI 1ra�{ ` "11 a 285.00 L OF 10" SD -35 PVC = 0.2907. m 'Ij _ 11 r l N N _ z - I 5=0.2827, .•L 5=0.295 I tt - r I I l �o z x _ 765 m 1Zz e I iiii�� nh j d II II 0Z Z> 755 �- I a a s '0 II II �� - >>p p n O z z > v I I $_p' a t 4755 > > z _ ` ZZZ > » -9 9 IDO 4755- 4 - z=z z= R�ECO D G �a I I a I � �� �74 PROJECT N( �aq a"n lY 2185.004 ao 0 SHEET NUMB co w W & Q oa�$ o� ao m .m oi DRAWING NUM rnoom mnrnN m mc rom � waj o rpm paa a 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 � 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00