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Home My WebLink AboutWest Babcock Street Improvements 3. 4768AT CONSTRUCTION IMPROVEMENTS FOR 888 8 0 Wo2aa IT81T WEST BABCOCK STREET PI AR i •`�,•I �-- LOCATED IN � _ I •-. ..,;. .• . A PORTION OF SECTION (0 AND SECTION 11, T 2 S,R 5 E,P.M.M., GALLATIN COUNTY,CITY OF BOZEMAN,MONTANA vu FIRE HYDRANT — CONTROL ELEVATIONS (A.B.) SCALE DESCRIPTION ELEV. LOCATION '^ BM "716" 4797.16 LIRE HYDRANT Arrow Bolt N.E CORNER OF YELLOWSTONE & W. BABCOCK HORIZ: 1`� = 300' o • t BM "M" 4799.42 FlRE HYDRANT Arrow Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK 11 X 1 7• 1" - 600' I ! i BM 'S' 4800.32 FIRE HYDRANT Arrow Bolt N.W. CORNER OF SHERIDAN & W. BABCOCK BM •F' 4803.21 FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK N BM •P" 4803.13 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BABCOCK 8 BM 4803.89 FIRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK VICINITY MAP BM MG 4804.77 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HICHAELUNTER GROVE & W.BABCOCK BM "HW" 4804.77 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY & W. BABCOCK i BM -WESTERN- 4807.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. BA13COCK IVORTm NO SCALE BM •N25' 4806.05 FlRE HYDRANT Arrow Bolt N.W. CORNER OF N. 25th & W. BABCOCK BM •N24" 4805.66 FlRE HYDRANT Arrow Bolt N.W. CORNER OF N. 24th & W. BABCOCK + �G�� cp TBM .7o. 4809.08 FlRE HYDRANT N.W. Bolt NW SIDE OF BABCOCK ACROSS FROM PIZZA HUT i 'j'i~ �•� (' � �' ytiltNe 1 • 1INDEX TO SHEETS •\ I't1♦ dF I ` i �` S' �r ,r al 1 ��; (!/fr: r I ( , r 7- � ;r ►, _;;r � ' r 'SHEET M GEN_FRAI CNFFTC �-- - --- bom ,� 1 ; [: {1 COVER SHEET �r• ri• + _ISCELLANEOUS LEGEND AND NOTES V �i' ' N ' --3 STANDARD ABBREVIATIONS AND NOTES , �' P , �W�,{ �r4 -4 CONTROL SHEET • � P � ' _ � i.anAq PAND PROFILE SHEET[ 5 R-1 ROAD PLAN & PROFILE 15+00-29+00 ,i,r. / •FF, 6 R-2 ROAD PUN & PROFILE 29+00-43+00 f' } r ,` � / )•'•�1 r /�..,, ' ^'r�k <f •✓f S 7 R-3 ROAD PLAN & PROFILE 43+00-57+00 �r' •� f' F I / •I I 1 r- u' �.• T i r 8 R-4 ROAD PLAN & PROFILE 57+00-END �'� `' L , �• / l , •' ''1 1 WATER PLAN OFILE SHEETS I� ,�•1 �•,�T � la •N I / I `F r 1 r1 j p �f�•.;1�I ,I ,• �� a:n r r ¢E ' 1 9 W-1 WATER PLAN & PROFILE 15+00-29+00 >. • •� ,r r*' Sr .�G (� �•' [� `I ` j�4 _ I ''r r' .t�• `r •� 'r I f• •• ,�, y- •. I 10 W-2 WATER PUN & PROFILE 29+00-43+00 r g Fp I 'y i.. + 1. ['f' t�.,4_ 1�",r r�-f M� ,� •' •i +� I • • ` ,,,••rl, •�I- O 11 W-3 WATER PLAN & PROFILE 43+00-57+00 rs �,1 •'�' p I V' I.1pl r'1 •. •' 12 W-4 WATER PLAN & PROFILE 57+00-END t r Q, ( _.�,_' '1 '• SEWER PLAN AND PROFILE SHEETS I, I j ��r , 1 - •' �: r- r t , r►4 3 .. �j {rye' � ` .R-I' 1 '�, :� "••T . o a �a 13 S-1 SEWER PLAN & PROFILE 15+00-29+00 r!R17.. L ; y •I w� .•y' - '- �.. 14 S-2 SEWER PUN & PROFILE 29+Ix1-43+00 • I I 1 ' 15 S-3 SEWER PLAN & PROFILE 43+00-57+00 f '14•, ;r , �, 1.I� ' i• - V I•_ I - f.l .� r• j 16 S-4 SEWER PLAN & PROFILE 57+00-END I r I� '1 '+i ((�''� I 1 • I t ' 17 S-5 SEWER PLAN & PROFILE MISCELLANEOUS - !�v •y 1` 04 I 1 E STORM DRAINAGE PLAN AND PROFILE SHEETS r , r,,. �,. 18 SD-1 STORM DRAINAGE PLAN & PROFILE 15+00-29+00 �• w '• Ir 7 - '�� - f. I ' ; f - N 19 SD-2 STORM DRAINAGE PLAN & PROFILE 29+00-43+00 �� l I �'I .' , , ••'r �.� 1� i i •,, i C � �(F��} I CtQ I� C\j� �, •4 a 20 SD-3 STORM DRAINAGE PLAN & PROFILE 43+00-57+00 t• : •'''S 21 SD-4 STORM DRAINAGE PLAN & PROFILE 57+00-END _ I dr r 'Ci I• F I 0 22 SD-5 DRAINAGE SWALE PLAN AND MISCELLANEOUS DETAILS L , �• t •. I '. _ '� (C 1 r,• L r -.a lam • 1 L - i/ .:2.%�: LLJ INTERSEGTION DETAIL SHE-FTS r •T - }• �•' s W w �" )V E'S T '$p bclbt .. I- 23 D-1 INTERSECTION DETAILS-MEACHER AVE. & SHERIDAN AVE _ ��, /F' �T - r 24 D-2 INTERSECTION DETAILS-FOWLER AVE. & VALLEY DR. � t • �' O '`� ♦ - N 25 D-3 INTERSECTION DETAILS POND ROW & WILDA LANE 1 ,ST�EET�f t'L• 26 D-4 INTERSECTION DETAILS-MERIWETHER AVE. & DONNA AVE. ti. - t• , M cr j U = 0 27 D-5 INTERSECTION DETAILS-MICHAEL GROVE & HUNTERS WAY .I V (� �,' Q' 'J • '" / N 28 D-6 INTERSECTION DETAILS-VIRGINIA WAY & SILVER MAPLE DR. '� r, Q,' •� '' ••+, O 1 r ,I 5 / , •: U w 29 D-7 INTERSECTION DETAILS-MEGRANS WAY & SUNLIGHT AVE. ^V 'c, Y .. 30 0-8 INTERSECTION DETAILS-WHITE OAK DR. & WESTERN DR. f_• ". '� _ �,�'« �+ � f Q O R 31 D-9 INTERSECTION DETAILS-N. 25th AVE. & N. 24th AVE. 'V ' ,� (�` O M. W w Acn o' ROAD DETAIL SHEETS -O I til Iqpiftww� ' CST 0 32 D-10 ROAD DETAILS-TYPICAL SECTION -CO. -.I _ - STRIPING AND SIGNING DETAIL SHEETS lrl �� 1 •' +/1 _ ,I - 14 8 33 T-1 STRIPING DETAILS FERGUSON AVE. TO 15+00 34 T-2 STRIPING DETAILS 15+00-42+64 ( ff G t 1,I Z r iy r, + !1 ) IV4& N 35 T-3 STRIPING DETAILS 42+64-67+34 r�`�I .,� ��• �1 d !`)•tr 1 r I i_I �'♦^' � r•� r1 - ,_ I NT'W4 ��~T'�. • = NI BABCOCK CROSS-SECTION SHEETS w 36 XS-1 CROSS-SECTIONS 16+00 - 22+50 i '� I •I { r t r .•� r•• p Z 37 XS-2 CROSS-SECTIONS 23+00 - 29+50 •,I - ' r r ,^,fir Ill AR a 38 XS-3 CROSS-SECTIONS 30+00 - 37+00 - �. ;,,.�� + r r•, .1"; ! •�''.a1s �a0: __` _ `Sr r PRO.IECI Not j L)ff r CROSS-SECTIONS 37+50 - 44+50 �' �'�� ^r •I 1 .:�Y. - XS-4 •'I A J(39 � c _ ` � 40 XS-5 CROSS-SECTIONS 45+00 - 52+00 r � _'�- •fi_�r.�� 1• _ '..:.• ; ; � I "I' •�I, � '�y�" � 0417.019 41 XS-8 CROSS-SECTIONS 52+50 - 59+50 '�-•1 . n 42 XS-7 CROSS-SECTIONS 60+00 - 65+50 11- I, ��,y' ,jA ``�/��//7 N SHEET NUMBER i r'�F **-dbm l�. r I- '�:, v r �� I' �_� DRAWING NUMBER x 4 TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS A _-i g Wu MHERAL PIPING NDTES E SINGLE LINE LINE m BOUNDARY ANO/OR PROPERTY LINE O EXISTING PIPE (SCREENED) c� — I GATE rc Z� I. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION --�N�— NEW PIPE — KNIFE GATE a u k oc> FENCE LINE POINTS. MINIMUM COVER SHALL BE 6'-6'UNLESS OTHERWISE `� EXISTING PIPE TO BE ABANDONED R BUTTERFLY SHOWN. ' EASEMENT LINE +e-iFr->tw-r 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 DLC LINE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHAD BE VEE-BAIL THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. — GROOVED END JOINT- FLEXIBLE SEAT PORT 3. LOCATION AND NUMBER OF PIPE J AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATESUPPORTF GROOVED END JOINT - RIGID ECCENTRIC PLUG W/REQUIRED N<S - FINAL AL REQUIREMENTS LOCATION )FI aSa o 2, BT BURIED TELEPHONE SWILL BE DETERMINED IN THE FIELD AND APPROVED BY THE �I PLUG OR COCK Uri e ENGINEER PRIOR TO INSTALLATION. JOINT 6TION. MAXIMUM SPACING SHALL II ROAD (EDGE OF EXISTING PAVEMENT) BE AS SPECIFIED. �� FULL PORT PLUG III B MECHANICAL JOINT I+p+,••+••„` 4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED NEEDLE WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKflLL — E I{LIB k SPIGOT JOINT �� DIAPHRAGM (RUBBER GASKET PUSH-ON) In PINCH 0> FOUND MONUMENT BOX 5.ALL FLEXIBLE CONNECTORS OR(LANCED COUPLING ADAPTERS SHALL —�— BALL JOINT fit SWING CHECKrD BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR - X DOUBLE DISK CHECK 0 HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. FLANGE CQUPLING ADAPTER —#F—_ BALL CHECK CONTROL POINT 6. SYMBOLS. LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN -- -- $ FLEXIBLE COUPLING � HOSE VALVE A SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT FLEXIBLE COUPLING WITH —ox NON FREEZE HOSE VALVE Q } COORDINATE POINT NECESSARILY USED IN THE PROJECT. THRUST TIES SPECS j STEEL BELLOWS Oil NON FREEZE HOSE VALVE WITH NOSE RACK 0 7.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. L--{$� �— EXPANSION JOINT % = N0. IN SPECS ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT So- SAMPLE WELDED. GROOVED END OR SCREWED PIPING, SHALL BE EXPANSION BELLOWS Yai _ �v— EXPANSION JOINT ® MUD 1;32+W SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND 94 ELBOW UP PRESSURE RELIEF 0 U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. r o FOUND C.O.E. BRASS CAP STAMPED W/NO. 4 AR AND/OR VACUUM RELEASE _LLLEASEMENT CORNER REBAR - z 8. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE C+ ELBOW DOWN B BM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A �REC FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE TEE UP REGULATED SIDE ® POINT OF INTERSECTION, SET S/B•x 18" SHALL BE JOINED TO THE COUPLING ADAPTOR. PRESSURE CONTROL = a REBAR W LS. CAP STAMPED C-329• o P-3 PIEZOMETER LOCATION AND NUMBER 9.VALVE BOXES REWIRED FOR ALL VALVES IN A BURIED SERVICE ei— TEE DOWN MULTI-PORT VALVE 1 Y (BALL VALVE SHOWN. FOR OTHER VALVE 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY S,APPROPRIATE VALVE SYMBOL SHOWN. X 1000 EXISTING CF2ALIE APPROXIMATE PROVIDE ALL UNIONS NECESSARY TO FACILITATE �'-'— LITERAL UP ARROARE PLIED INDICATE E FLOW PATTERN.INDICATED FLOW PATTERN N S= CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ^ ®1000 FINISH GRADE — -�� LITERAL DOWN SOLENOID R ^g 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR � ILA 91 Fd THE COORDINATING AND PERFORMING THE CONNECTION OF THE f v 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONCENTRIC REDUCER _E CONTRACT TO BOTH ME EXISTING PIPING AND FACILITIES AND ,. 10 THE WORK OF OTHER CONTRACTORS,AS NOTED. _T ECCENTRIC REDUCER EDGE OF TREES, BRUSH 12. PRIOR TO SUBMITTING PIPING DRAW AN DRAWINGS FOR Y NEW PIPE �JJJ EXISTING TREE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, UNION ttN Q BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR O w S STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE, MATERIALS. '—>� —�F BLIND FLANGE v AND RIVER!ELEVATIONS. PLUG . NEW TREE AS SPECIFIED i CAP 7l VIISIGN, ONE POST OR TWO POST ''i" ANCHOR g EXISTING MANHOLE ELBOW 90 DEGREE ® NEW MANHOLE CROSS o EXISTING UTILITY OR TELEPHONE POLE TEE a NEW UTILITY OR TELEPHONE POLE GENERAL NOTES: 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON R"I5 DEM 1 ; o o - DITCH SHOWING DIRECTION OF FLOW STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS U OR ABBREVIATIONS SHOWN THE STANDARD LEGENDS E a MAY NOT BE SHOWN ON THEE PLANS. I);LATERAL CREEK/RIVER W/ DIRECTION OF FLOW _1000--� EXISTING CONTOUR GENERAL DESIGN DESIGNATIONS a E 1000--' NEW CONTOUR S DETAIL(NUME SECTION (LETTER) OR ON DRAWING WHERE SECTION Q a 1-ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE OR DETAIL IS TAKEN: Z LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN RA �\ g SIMILARLY ON THE CONSTRUCTION DRAWINGS,ALSO SEE PIPING DESIGNATION �� DRAWING NUM ER EXISTING STRUCTURE TO BE REMOVED • WHERE SHOWN O o SPECIFICATIONS EXISTING STRUCTURE � N 1 Z. 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 ION : CONNECTS FOR SINGLE UNE PIPE AND FIRINGS. DRAWING NUMBER DRAWING NUMBERS W Z EXISTING A.C. PAVEMENT• 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR (OR SAME DRAWING) WHERE TAKEN Q SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND DETAIL AND SECTION DESIGNATION NEW A.C. PAVEMENT EQUIPMENT IS SHOWN HEAVY LINED- N Z • Y o 4. UNDERGROUND PIPING MAY BE SHOWN DASHED ON MEf_HANICAI Z DRAWINGS. STANDARD DETAIL NUMBER U L.J GRAVEL SURFACE XX%XX �� SEE DRAWING�DI tDTHRU DESIGNATION w AT END OF DRAWINGS V —1 STANDARD DETAIL D SIGNATI N m u V - CONCRETE WALK Q � m O Li Q _ LIMITS OF TOPSOIL AND SEEDING N IY J w 31 EXISTING EMBANKMENT. W J z SLOPE AS U NOTED • V) N_ 3:1 NEW EMBANKMENT OR CUT SLOPE. = SLOPE AS NOTED N Z = X:X HORIZONTAL DISTANCE VERTICAL DISTANCE Q a RIPRAP N v O u m < NOTES: n 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. PROJECT N0. RECORD DRAWING 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE O.I 7.039 SHEET NUMBER NOTED AS EXISTING'AND ARE SHOWN IN LIGHT LINE 2 fo WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- URES ARE SHOWN IN HEAVY LINE WEIGHTS. DRAWING NUMBER 1-2 GENERAL NOTES T. 10 ABBREVIATIONS 'BW j -�p8U V 5` 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard Wm 5 Specifications (MPWSS), Fifth Edition, March. 2003 and City of Bozeman Modifications to the Montana Public Works i<�z� Standard Specifications. Fifth Edition, March, 2004- AB ANCHOR BOLT FB FEAT BAR, FACE BRICK PL PLATE. PROPERTY LINE - FC FLEXIBLE COUPLING plyWp PLYWOOD 2. Water Main Pipe Material shall be as specified on the plena. All Water Main shall be installed with a minimum ABDN ABANDON cover of 6.5 feel with respect to finished grade. "I ABV ABOVE FCA FLANGE COUPLING ADAPTER PMp PUNT MONITORING PANEL i a- AC ASPHALTIC CONCRETE. ALTERNATING CURRENT FD FLOOR DRAIN PNL PANEL 3. Maintain 18" (vert.) separation between all water main and all sewer main. ADDL ADDITIONAL FDN FOUNDATION PRCST PRECAST o 2s ADJ ADJACENT, ADJUST FES FEARED END SECTION PREFAB PREFABRICATED 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, a -- AOJ ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY as determined by Owner and the Engineer, 4 , z AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PREP PREPARE, PREPARATION ylyq �� AHR ANCHOR FF FINISHED FLOOR PROP PROPERTY 5. The location, depth and size of existing utilities shown on these plans is approxlmote. The Contractor shall ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE field verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. AL1 ALTERNATE MYD FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT The Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PIT POINT, POINT OF TANGENCY provide proper protection when location is known. APPROX APPROXIMATE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE 6. A list Of representatives to contact for information regarding facilities is as follows APVO APPROVED FLG FLANGE PVMT PAVEMENT FILL FLOW LINE RAO RADIUS Montano One Call System ARCH ARCHITECTURE, ARCHITECTURAL Dispatcher 1-800-424-5555 ARCH ASPHALT F1W FINISH RC REINFORCED CONCRETE Northwestern Energy Chuck Busts 586-4612 AVG AVERAGE FIR FLOOR RCP REINFORCED-CONCRETE PIPE OWEST Josh Homer 565-2355 O AT FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER 7. The contractor shall adjust all valve boxes, curb boxes, and manholes h final grade upon completion of all FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall a BFVLV BUTTERFLY VALVE FOOT �� be repaired at the expense of the contractor. This work shall be incidental to the project. seperote payment will u BETW BETWEENFr REF REFERENCE not be mode. OF BOTTOM FACE FTG FOOTING. FITTING REINF REINFORCE BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE. RELOCATION 8. All bockfill for utility trenches shall be Type "A utilizing Type 1 bedding unless directed otherwise by Engineer. BLOCK GA GAGE. GAUGE REQD REQUIRED Specified bedding shall be from 4" beneath the pipe BILK to 6" above the top of pipe (see MPWSS STD 02221-1). i BELOW GAL GALLON RST REINFORCING STEEL. The cost of this additional bedding shall be included in the unit price bid for water main. BL K GALV GALVANIZED RT RIGHT BM BEAM. BENCHMARK 9. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O. BOI BOTTOM RALVS GALVANIZED STEEL R RIGHT-OF-WAY BRG BEARING GNO GROUND SAN SANITARY modifications. My existing or new valves which control the C.O.B.�s water supply shall be operated by C.O.B. iz G0W a BRKT BRACKET GRTG GRATING SCHED SCHEDULE personnel only. vwi5 w CHAN CHANNEL GSKT GASKET SDWK SIDEWALK -u&a r^ 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. �"^m CHK CHECK GSP GALVANIZED STEEL PIPE SECT SECTION Cl CAST IRON GVL GRAVEL SHT SHEET 5' GWB GYPSUM WALLBOARD SIM SIMILAR 11. All fittings including bands equal to or greater than 22-1/2 degrees, tees and plugs shall tx thrust blocked �g Cluj CAST-IRON PIPE MECHANICAL JOINT HAS HEADED ANCHOR STUD in conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as indicated on the plans. TL CIP CAST-IRON PIPE FLANGED JOINT SIP SLOPE U CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SP SPACE. SPACED 12. The Contractor is responsible for controlling duet and erosion during construction of his expense. Streets Z r~ CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION shall be watered to control dust when ordered by the Engineer_ Erosion shall be controlled in accordance with the CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SPG SPACING MPDES Permit. O LL CL CENTER LINE HDR HEADER SPR1 SUPPORT ~~ CLDI CEMENT LINED DUCTILE IRON HK HOOK SO SQUARE 1J. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments CLG CEILING HM HOLLOW METAL So FT SQUARE FOOT indicated on the plans. Elevations are finished asphalt elevations. N(� HORIZ HORIZONTAL SO IN SQUARE INCH CLG CLEAR. CLEARANCE HP HORSEPOWER 14. All disturbed ores shall be seeded DY the contractor in accordance with MPDES Permit. & CMP CORRUGATED METAL PIPE SST STAINLESS STEEL CMU CONCRETE MASONRY UNITS HR HOSE RACK. HOUR STA STATION 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all limes in CO CONCRETT HT HEIGHT, HUT TRACE SS SANITARY SEWER accordance with the concurrent construction plan provided in the project manual COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD S COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER 16. The contractor shall be responsible for coordination of utility (phone/Dower) installation with local utility COMB COMBINATION HWY HIGHWAY STL STEEL companies. T CONC CONCRETE OR CONCENTRIC CONN CONNECT, CONNECTION H INSIDE DIAMETER YD HYDRANT S SR RUCT STRUCTURE 17. The contractor shall notify One Call O 1-800-424-5555 for onsite utility location. All existing utilities shall ID IE INVERT ELEVATION YM SYMMETRICAL TOP AND BOTTOM be marked before digging. CONSTR CONSTRUCTION SIDE FACE T8 THRUST BLOCK 18. The contractor shall maintain service of all existing utilities. If said service is damage CONT CONTINUE, CONTINUED, CONTINUOUS d, the contractor shall IF IN CONTR CONTRACTOR IN. INCH TSC TOP BACK OF CURB immediately repair the damage at the contractor's expense. _ COORD COORDINATE INFL INFLUENT TF TOP FACE CORR CORRUGATED INSTL INSTALL. INSTALLATION TEMP TEMPORARY. TEMPERATURE 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed a CP CONTROL PANEL INSTR INSTRUMENT THK THICK LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See INSUL INSULATE THRU THROUGH measurement and payment in the specificotions CPLG COUPLING . INT INTERIOR T.0- TOP OF a C TO C CENTER TO CENTER o CTR CENTER JB JUNCTION BOX T.P. OUTSIDE TOP OF PIPE 20. The Contractor shall notify the Water Deportment a minimum of 24 hours poor to beginning any work. CTSK COUNTERSINK JST JOIST TOC TOP OF CONCRETE, TOP OF CURB hone, CATV, etc... shall be buried a minimum 24" from CU CUBIC JT JOINT TST TOP OF STEEL 21. All utility conduits for irrigation, electrical, gas, p L ANGLE TW TOP OF WALL finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locutions are Q CU FT CUBIC FEET shown approximate and shall be field fit as directed by Engineer. Z CU IN CUBIC INCH LOS POUNDS TYP TYPICAL Q LF LINEAR FEET UNIFORM BUILDING CODE t- E CULY CULVERT UBC 22. Maximum top elevations provided for water main construction represent the minimum top elevation of the Z CU YD CURVE YARD LNTL LINTEL UG UNDERGROUND location identified to achieve the required 6.5' cover based on planned street elevations without allowances for O D DRAIN LANG LONGITUDINAL ULT ULTIMATE construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water N LP LOCAL PANEL UTIL UTILITY pipe is achieved. 1,- d PENNY (NAIL SIZE) H vi, DBA DEFORMED BAR ANCHOR LR LONG RADIUS y VALVE. VOLT ~ O "r O8L DOUBLE LT LEFT VB VALVE BOX 23. Where new pavement is adjacent to existing pavement, sawcut 6" minimum (or oa directed by Engineer) from W Z DLL DETAIL VERTICAL the existing edge to provide a butt joint. Tack the sawcut edge with CSS-lh or SS-th emulsified asphalt prior to W n I LVR LOUVER VOL VOLUME placing the adjacent new pavement. Payment for sawcut & tack is included in the paving unit prices. Z DI DUCTILE IRON, GRAIN INLET MATL MATERIAL V) Q o DIA DIAMETER �� VERIFY 24. My necessary channel grading in order to occomodote culvert piping shall be incidental to culvert installation. N e0v UTAG DIACONAL MAX MAXIMUM VTR VENT THROUGH ROOF Z r DIM DIMENSION MB MACHINE BOLT W WIDTH 25, Sewer and storm drain manhole offsets are to center of manhole/centerline of piping. ][ Z MCC MOTOR CONTROL CENTER WD WOOD U O DIMJ DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL DIR DIRECTION W/ WITH U Q Z ON DOWN MECH MECHANICAL W/O WITHOUT U w DR MFD MANUFACTURED WL WATERLINE inMFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN In Q 00 vs, EACH MH MANHOLE WS WATERSTOP, WATER SURFACE DWG DRAWING DOOR m o EF EACH FACE, EXHAUST FAN MIN MINIMUM WSTL WELDED STEEL. WROUGHT STEEL Q EL, ELEV ELEVATION MISC MISCELLANEOUS W7 WEIGHT ~ U ELB ELBOW MJ MECHANICAL JOINT WTR WATER N o ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBDC WORKS STANDARD SPECIFICATIONS (SEE NOTE 4) WV WATER VALVE W O ENCL ENCLOSE NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC Z 0 ENGR ENGINEER NO NUMBER WWM WELDED WIRE MESH -4 w EP EDGE OF PAVEMENT NOM NOMINAL XFMR TRANSFORMER EQL EQUAL EQUALLY NTS NOT TO SCALE YO YARD Z r^ EOL SP EQUALLY SPACED OC ON CENTER Q i EQUIP EQUIPMENT OD OUTSIDE DIAMETER NOTE. OF OUTSIDE FACE 0 yl EOUN EQUIVALENT I. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR N EW EACH WAY OHP OVERHEAD POWER USE ON DRAWINGS AND TEXT". PUBLISHED BY THE O = OPNG OPENING m g EXC EXCAVATE P&D PROCESS AND INSTRUMENTATION DIAGRAM OR COT NATIONAL E STANDARDS INSTITUTE INC. (ANSI) o. EXH EXHAUST PC POINT OF CURVE OR CONTACT THE ENGINEER. PROJECT� v EXP EXPANSION 2, THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT a EXP JT EXPANSION JOINT 7.039 PCP PLANT CONTROL PANEL WI a PE PLAIN END ALL ABBREVIATIONS ARE USED O ON THE PUNS. "CORD DRAWING . WING E%ST EXISTING 1K�_-'� SHEET NUMBER a' EXT EXTENSION, EXTERIOR PEN PENETRATION } ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS S n PERP PERPENDICULAR (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE o F FLANGE [)RAWINC nuMBEP r- FAB FABRICATE PH PIPE HANGER SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. pl PRESSURE INDICATOR, POINT OF INTERSECTION 4 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 1-3 j PJF PREMOLDED JOINT FILLER FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED JUNE 1, 1998 AND ADDENDUM 2 DATED MAY 8, 2000. POINT NORTHING EASTING ELEV DESCRIPTION r�1•• ` - ` 1' m =ti 1 10,047.5076 12,077.2788 4773.13 CPT tom,• T( �•�' , � ' m�3 WY 2 10,084.7550 11.087.7701 4770.80 CP'2" '1 s 3 10.000.0000 10.000.0000 4767.42 CP'3" _ Q15 _ `F r 4 10.00,0 0001 9,i38.9000 4772.15 CP"a^ -� ' • 4 t .•-� L•' �•w►••t"••' , n W W �� s 10.0866"1 7,738.0749 ,771 36 CP"5" •• . . r. - eli-6" A ' 1 T' • ,T♦— $CP-16 DURSTON --' ' ��1/.�7pp CP-4• ! • �• ? .• $3 ` •• -- 1• > X�0 �� 6 10,0441081 6.532.5077 476680 CP"8' ', C / •• 7' •� • ff rCP-1,7 r '7 8.705.1941 11,029.1228 4788 00 CP"7" I• • 7II" 1 i ♦ �6. ( , •, " 8 7.358.7388 10.711.7750 180933 CP'8" „ M 1 �. tCFj X. < •. r- { _ / I'� I�. f •r.. f� ••� Ci��.� .,• • } 2{33N%hb 9 7,353.7210 9,834.9237 4803 78 CP"9" ` r ( (� 1 10 7,389-4820 8,581.3991 180434 CP'10" I�. I • r t L Ir ',' +- iIr F,•' t f 95 11 7,400.1874 7,381.19964 4802 20 CP'11" - 1 2 .z a 12 7,440,7255 8,703.4578 IBOt39 CP"12' r '•Z • AAL, rf py p H,3 7,3%.2182 5,1H93.i795 479Z039 CP"13' I r r f•" h„ [ •�' 1_ - 11� r • to 14 10,057.8449 5,797,3873 1763.88 CP"14' _ •.� ' r - r r - 16 10,045.0585 7,736,3115 4770.53 CP'18' I- •II -• • r - I 1 • • 17 10,057.1297 8.677.0915 4768.79 CP'1T J i 4• 7 •�^ r y 25 7,087.2829 9,816.7881 4807.87 PKNAL ! �' + I? •• I rl ( H •. • .+_ • A r+ 1•pw........•• 28 7,388.8183 10,833-5531 4801.81 NAL .•�•' t . (r, _ ■yam • , L 100 7,335.6476 11.853-0289 4805 78 BC-E011 i.i,- " •• , - _ I, t A • ' •••�••• �'l . 101 7,410.5052 6.567.%93 4879938 BC r r • f'1 102 7,485.6041 3,869.0287 480000 0010 •_; i ' Imo'• r_ �1 ' •• ' 103 7,354.2421 10,533 3395 4807 97 REBAR with YPC , i- , 104 7,358.993D 10,203.9728 4804 65 REBAR with YPC 3` `1• �� _ 91'al , 107 7,386.2503 9.513 8373 4804.18 ROD • • IG • •.^: --i$1 • • i Q•-•� { ... r 1 200 7,494.8038 5,159 99% 4795 13 REBAR with YPC ) 1 ,-• �� ^- -- "•�"'~'�•+•{ifl _r V 1 , 201 7,486.1444 5,470.0596 479648 REBAR wdh YPC ice•/) r tt++• - �"_ ,, o 202 7,469.3764 8,069.8084 47%.68 LUM CAP • r f• < r Z' 203 7,472,1231 5,959.6557 47%.77 ALUM CAP - •I f , J (- 1 1 jv 204 7,467.5569 6.1298598 47%49 BENT-REBAR 205 7 312.4117 8.189.5541 1802.70 REBAR with YPC7 7339.8182 8,3880093 480380 REBAR with YPC200 7,420.65422 8.9837483 480360 NUB209 7,365.3384 8,3534819 480268 BRASS-CAP-NOMARK 1 ) t210 7,429.0121 8,3253348 480087 REBAR-BENT • ��,7 •212 7,319.031i1 7,7288958 4803 11 REBAR with VPC "�'�jAA rl 71 •Ir215 7,281.166/ 5,3/8.1018 179751 ALUM.CAP "218 7,171.2187 5,3M.3293 4799 34 ALUM.CAP PONT -T42 7 —8,225 G ELEV DESCRIPTONr ' f_ " 1r248 7,4224753 8,2251512 1799% ROD .. r ii217 6,7311AGIN 5,709.7993 480616 ALUM CAP218 7,116.BH68,8237177 480206 PIPE21B 8,730.1262 6,071 3895 480788 ALUM CAP / , - ' 1 t ••' r 7 • '� 250 7,313.0121 9,212.7883 4803.73 REBAR. YPC (J n .1 y t• L r 1 �_ g 2,9 8,720.13M 8,392.1136 4807.12 ALUM CAP 251 7.402-9597 9,214 5543 4803.51 PIPE W/CAP 220 6,717.U46 8,185.2986 48M 77 REBAR-NO CAP 251 7,521.7792 8.229.0583 100.37 BRASS CAP rr ~ - • r 221 7,21/.2331 8,238.4278 1800.15 REBAR-NO CAP 259 74281468 8.481.0514 103.67 ALUM.CAP ' 7f• �' _ r 1 r I�•!.� )♦: t:_•'r 7.~i.-. _ 222 7 374/254 6,245.9921 4802.53 REBAR with YPC 280 7,428.1373 8.486.0293 104.06 ALUM CAP •• . / _ • ; - 223 7 378.5737 6.700.3575 4802.28 ROD r + ( r • r 228 7,207.1ffi7 8,498.3776 4801.34 REBAR with YPC 281 7,400.8098 9,350.3136 4804.80 PIPE r 1 1 '^ J_ ,m; r L r r r J.;� 14262 7,413.2594 9,5453954 4:0285 REBAR with YPC tr -' II � r229 7,131.5294 70683942 4798 44 ANGLE IRON 262 7.33949W 9,4518956 4803 85 REBAR w1h YPC S r 230 7.435./620 6,931.1415 4798 54 NAIL 264 7,411.T757 9.663.4827 4 03.06 REBAR-NO CAP '232 7.3577854 7.1063684 480025 REBARwith YPC 285 7,1107069 9,723A203 4802 75 REBAR with YPC233 7,3560763 7,227 1757 479984 REBAR withVPC 234 7,3587556 7048.3558 479917 REBAR mth VPC 2s6 7,408,9050 9,616.u10 480054 REBAR with YPC , � 1 • SCALE235 7,375.8558 6896.9688 47%82 BRASS CAP 287 7,405.1184 1Q1153714 480230 REBAR w0hYPC 235 7,692.2556 7,075IM 479682 PIPE 268 7,403.9119 10,205.5803 480232 REBAR with YPC •• I � • •�1• � r •77 HORIZ: 1r� - 200'237 7,4112586 7,344/787 ee00a9 REBAR with VPC289 7,1074053 9,9538304 4800 25 REBAR with YPC ' F- •• r _ r �'• 1 • •(- < = 270 7,329.1564 10,202.7609 4802.55 REBAR-NO CAP • ^ __ 1 •' �-•� �j • r r 7 1 1 X 1 7: 1•' - 400' $£ 238 7,427 4922 7,480.8845 4800.01 PIPE 272 7.077-6219 9,986.3562 4803.65 BRASS CAP ` r r - I iI 1 r 1 239 7'442.4001 7,481.4023 4799.74 REBAR with YPC _ • I If 240 7426.1760 7,565.6975 4802.51 PIPE 273 7,118,2375 9,7011252 480683 STEEL CAP ' 1� r re • 241 7,440.3925 7.626.4736 4801.40 REBAR With YPC 275 7,0 8.0591 9.701.1252 4811 84 STEEL CAP ,i .` r ••� ' , •••- 242 7.423.7107 7,757.0686 4800.21 ROD 277 7,176.5591 9.0.520 7110 4807 48 REBAR with YPC • _ • / r 243 7,138.5749 7,757.7468 4800.75 REBAR with YPC 277 7,178.55% 10,520.7413 4807.48 REBAR with YPC '• / ` • ' I - 244 7,421.6003 7.894.0047 180L70 ROD 53648 7151.7879 8,410.0699 103.71 B FNt I, ' 53649 7,430.1431 8109.2003 103.87 FN1 245 7,370.5639 7,3831130 480072 PIPE • I I-r.- r ''' �' • I •-r ( . �. r >si rn 1J_ r I r r .. 1 r (I_p e 4 1 f ,(!.�j f�4 ( - I• hr i tsj + - r 1 = I ; cy r t r 1 ' . r I _ . y� Q g w w 1 I' • •�-l .�_ ♦t••fi�rr /, , .• ( r' �. o % g I W r'" • .� .1 i W 1 I_ +�. I - ) C7 - t' 1 v 1l , V I i r IT, t•[ fit, ° 236 1rr ! 1 1i (l w 1 sir �, r r � '' I �. [� 1 ' "/ - �k% �" 1 I IH F. I— •� • . r ; r I•tr. 1 N r _ N r• I, _' z 7 �, •�• � P I � f 1 ,1 �,J'/ '� r.� r f•t •f � i•• (' VJ. � o�rL�� ,�,�r�r•1 �� r• I- (.�.• �f•�ftrot � y 7 I � � f� I' ��i..., � 4200 ° C� `L 41 l2 b. . f b` c�` R9 L °`L q LO ,�' _ 'S rL o IL'ij D D . 0 ro0 N. � L'CB�t 011.1 r o IL o �° o` D o`L o`L e ry ....r • 0IV w I •T ° 22 I ' 0 1 .-o o - o Ao 1 ` ° ° 0 1038 - 3 �' •t CP-13 ; , �\? �, 2�� P 11 �2 �'>> ?�S 6�07 -10 t. 1 6? 1 C�-9 �0 CP .1 �t 0.215 4 _ r• Mi' r, t{'E5T BABCO(a , ET w 40'721' 0 228 r i� t �� r �r� S 1 C IJ 0,277• v N z W• 0 216 O H 1 N r �� +i7 {I ' n'�1 K I� �l O Fo lie. f . q - • � , r e ° Pj,o 25 027 rb W It ,#Y o 218 .h 0.�,19 O I. • - I I `i t to I r . 1w to • I 1 /1 yft� �' • �r r j {_� �: •1 i �, 0 Q I i1 •(j'� ,� \ • ' 1 i - • t- / PRQ NO. 17.0 SHEET NUMBER �1.. •�. �•J .• � .� 1';'•Y 4 A 1 •r•,n. r , . •� �• •.11 F 1 i_- - .. DRAWING NUMBER a fir _ I_4 or . i S TEL �A MQ Z�O� 5 HP '' v-* ...�' '�-- w'2ca ytiP p�'A' ,� N P - - F_ 1• 1yo �-.__ - - -or+ ,IH m -. �-__ :1 N y' �,A TEl ~ gory R o1o1FP ti$ r5' OI „ " f' - + . `»tiR e4P t,�� L0 rti N 1P1 ,yei O K 1� N ,gyp 4 try � 1ry 0 'L� _ - TD O ti tiro lax} •y fR O O O � 11'S1FA�5P O �Rrn CD t - -- HORIZONTAL SCALE `41_. -_��- It n DpVE1NAY DUM- �i>DR EWAY DETAL />t1 DfiVEWAY T i,�DFiVEWAY DETAL s DF�MEINAY OETAL n DHVEWAY DUAL so zs o so -�scALF: ,•-30 IFi SCALE:1'_30 -IFi SCAIE: 1•_30 TH SC�IE: 1.7T SCAIF:1•=]0 IF1 SCALE: r=30 m TELEPHONE MANHOLE STA: 21+08, 17'LT ROADWAY COORDINATE TABLE BABCOCK MEAGHER AVE. _ EXST. RIM: 4798.76 STA 16+00.00 / 3 PROP. RIM: 4798.33 STATION NORHING FASTING DESCRIPTION CONNECT STD. SIDEWALK TO e INTERSECTION PEA 3 EXISTING CONCRETE SIDEWALK. IofIt ASE 4 (WORK TO BE DONE 15+94.00 7441.2698 5462.4120 BEGIN BABCOCK ROAD RECONSTRUCTION p1� STA 15+94.00 BEGIN TRANSITION TO TYP. W SEE DETAIL�1 gR TAgFS N BY GWEST) 27+00.00 7410.5082 6567.9893 HORIZONTAL ALIGNMENT ANGLE POINT CS 3qA tw-6ABL o BEGIN BABCOCK SIDEWALK SECTION. PO' Z Dii t" p L� 33' ROAD RECONSTRUCTION CONNECT TO q(1�NOMES 0 I �CF CE 65+53.00 7355.9355 10420.7392 END OF BABCOCK ROAD RECONSTRUCTION CO � f, STA 16+40.36, W STA STA 18+40.02 0+00.00 BABCOCK AN AVE. NP TELEPHONE MANHOLE E%ISTING ASPHALT � I �{ DA � y gIDANpIA �$ STA 27+00.00 IY, SEE NOTE 231 SHEET 1-3 END SIDEWALK TRANSITION. 1T' - St1fi S Ell STA: 26+69, 1 .73 BEGIN P. SIDEWALK SECTION. Tb BABCOCK/SHERIDAN AVE. E1L-05' 1BSaE EXST. RIM: 4800.73 NSRIALLNTAL ALIGNMENT MONUMENT ON WEST BABCOCK STREET PROP. RIM: 4800.52 SEE DETAIL 1 INTERSECTION f 'Is SECTION CORNER. (COB STD. DWG. NO. 02529-3) 4ie SEE DETAIL (WORK TO BE DONE ( 5' TBC - TBC) MID-SECTION LINE do BY�WEST) gSS• �' � _ --- - N- NEW BABCOCK CENTER UNE DETAISEE DRNEWAY SEE DETAILHNEWAY4 - M ;325 u u�i rcg a -R..wa1 a�I•wI•F•T:- - s _Jllt- i i 5 z T u 1 S _ N A� +84.49. STA 16+22.03, • • •-. • • - ' $ Y END SECTION TRANSITION. SEE NEWAY' - STA 22+30.00 CONNECT STD. SIDEWALK BEGIN TYP. ASPHALT, CURB, DETAIL SEE DRIVEWAY STA 0+00.00 SH RIDAN AVE. SEE DRI AY - I. Y cn TO EXISTING CONCRETE y SIDEWALK. GUTTER h SIDEWALK SECTION. DETAIL�� DETAIL AgCOCx SET SEE DETAIL REMOVE EXISTING HEDGE '--j STA TRANSITION TO +�,.6 d q ' ' 41 LOCATED WITHIN R.O.W. BEGIN TRANSITION TO ;3T W � u CT CONTRACTOR TO TYP. SIDEWALK SECTION ry �.o1 BETWEEN APPROX. STA. STA STA 21+00.01 BABCOCKSTA �1 g BEGIN S+95.93 TYP. ASPLT.HALT� UR8 STA �5+91.56 RT, SC��CDIJI•" 19+50 AND 21+00 RELLIGHTS TO 2''EXISTING SOU H VC PARE EXISTING REMAIN INTREES PLACE, END SIDEWALK TRANSITION+BEGIN Q TA 1+00.00 FOWLER EXISTING --1/----11 GUTTER h SIDEWALK SECTION. OF SIDEWALK 1)0 TYP. SIDEWALK SECTION 1 .F Alt REMOVE BUSHES LOCATED WITHIN P TRIM AS NECESSARY C01 BCOCK/FOWLER AVE. TREES AND BUSHES CT BEGO SEE DETAIL SIT TO TYP. ROAD SECTION W. BABCOCK ST. R.O.W. TO ACCOMODATE SIDEWALK. ;41AW 6A8 I S E RDETAI�N WITHIN WHAT ARE L CATED �U>iDRVIS ❑ S U NOTES: (A.B.) -1,9111;1- 1. EXISTING GROUND CONTOURS ARE NOT SHOWN FOR CLARITY. AS PART OF THE WORK WEST BABCOCK STREET LM POINT ELEV = 4798.91 0 THE CONT TOR SHALL FILL HE EXISTING DITCH ON THE SOUTH SIDE OF W. BABCOCK ST.. LOW POINT STA = 23+89.02 A.B. Tdr£[fV' 8Q 4815 1S CROSS-SECJIONS ARE P OVIDED ON SHEETS XS-1 THROUGH XS-7. PVI STA = 24+DO STA. 26+89.16 - STA. 36+69.62 yA _ L�e 4815 0 < PV1 ELEV = 4798.76 ROAD PROFILE RAISED TO ALLOW CLEARANCE OF NEW _,.,,�� 2. EXISTING SIGNS WITHIN THE DI$ REED AREA OF THE PROJECT SHALL BE REMOVED/RELOCATED UTRJTIES OVER EXISTING CONCRETE-ENCASED TELEPHONE I m ACCORDING TO SHEET T 1 AND COB STD. DWG. NO'S. 09810-1 AND 09810-4. NOT ALL SIGNS MAY KD-7806 FIBER OPTIC DUCT BANK. t 20000• VC- BE LOCATED ON PLANS. 0 HIGH POINT ELEV =4810 410 3. EXISTING MAILBOXES WITHIN THE. RUEtED AREA OF THE PROJECT SHALL BE RELOCATED -_ � � I rw'+ _._ I � 0 HIGH POINT STA = 27+99.3 a8to o o, ACCORDING TO COB STD. DWG. N0. 2529-10. NOT ALL MAILBOXES MAY BE LOCATED ON PLANS. n +99.33 N 0 ' 27+89.18 PVI ELEV Afflim Q A.D. 42 Z 4805 r- I 4805 _ - gg >> y7Sic 1 z $ -OS CL ASPHALT h II 11 sm F �va F_ < > W m ASPHALT R 1 n 4800 LLJ N W 4600 �d -- - _-.. -0. _ 1I/I�1�PrJRu Z o sX - 51araT N 39 �ti�, EXISTING 4795 Y Q 3 4795 - - - sT;..,, GROUND -- -i - ". -- - --- (.� O O� o � a - _ m a + 4790 90 - -�-- m 4790 i �- - ------ _ _ - Q N � Ln - Lil 1 o 0 4785 ' ------ - - -- - - --j a7e5 85 3 N J J 0:0 Q r n- N 4780 _ _ - - -- - -- - . - - - - - 0 �F-- ■V= y� •n1 q p pe In nia 75 rn 4775 1V w�� o4n.o39 MOOO fLiN nn�d mf UYd)1 �OdI ru�d�l. OOdli Oydi ^^Of1 hOObdi nYd) ^+ON0f,, O~a< Nf NfOfi Mf YYOd1Il I OrOdii nn~NOOpli n~OOdfi �^f'�d nOa mNOdf nN~Nd0di Yn~I YOdl, na n�d nfa Ypdlj Nn<O�d Nno f fnf Yd1 n~Ofdi �Y�d) mf COfOi Y OOdii �O,Ori Od qOddi p� tOi 5MEEE 5N VMBER Y ONN ^O D � Om � �TnNNNw m m p DRAWING NUMBER .0 � m DN w m w mgO �� V d Y d O f Cd0 f O f 0 f d°t� f ♦ Y d f d f f d f f d f f d f f f f d f f f f f f R- 1 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 24+50 25- 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 ��f� Lyy� 1 9 7 � �`t4 •pP�� _ ��0 171 "- 1'� - 0`°�° �r�'�oN 6 ' NW� / ,�9� A ^ r• // r •1x 1� Fyo it h 9ae g- ♦F q �' � r• 1 M16 �e ^ � C.l p ' �P UT.4, � syy 15 5��x y,•� . �M1�� r g f0� � - '\ � -� + O I s 5�O O _ - °`p °. �t -a h' M1 I - r Wkn DpVEWIAY DUAL C\DpVEWAY DEAL a1 DiiVEINAY MAL n DF�VEWAY DEAL �s\DRIVEWAY DUAL � DpVE1NAY DUAL > Df�VEWAY DUAL �:,'=w �swF: ,,'=w' �scA�E: ,•=30 -I�a scout: ,•=30� �s scA�:,•=w' -IH scuE:1'=30' �r scALE:,'=w TELEPHONE MANHOLE STA: 30+54, 17'LT F ,4 STA 41+91.38 BABCOCK STA 30+31.86 STA 0+00.00 VALLEY DR. Oa EXST. RIM: 4799.75 7 .0 gAgCa,K 05 _gAB��- 5 W gpgE Lx �, 5 PROP. RIM: 9 W W STA 0+00.00 MICHAEL GROVE (WORK TO BE DONE 3�15 W' 31 31T" [. STA 37+26.70 BABCOCK V INTEIAERSEC ION HAEL CROVE BABCOCK/VALLEY DR. BY QWEST) �`e STA 0+00.00 MERIWETHER AVE. SEE DETAIL SEE DETAIL INTERSECTION ON I W gAIIC�K WEST BABCOCK STREET JDET4 � BABCOCK/MERIWETHER AVE. K 1C1 ON REMOVE TREES AND BUSHES o 330' (45' TBC - TBC) 19W' INTERSECTION gAgCOC qI.BL�$pIVj51 THAT ARE LOCATED WITHIN o ;1 SEE DETAIL/� 3011 W W1�W S I W. BABCOCK R.O.W AS NECESSARY TO ACCOMODATE };15 W.BABC�'K DS�E AY SEE"IL DETAIL SEE DRIVEWAY DETAISEE L SEE A 4 ML�UE Eg SEE DRIVEWAY I NEW IMPROVEMENTS C"cv, DETAIL - - AyEN DETAIL W,gAg O W N L -?1 - 2- _ •p --- ��-. - _ L �r _ _ - _ v__ --- -'a---_- - ill + '- r�ee•ne oum J _ L-_ . - L a z a 0 i MID-SECTION LINE h I SEE DRIVEWAY 1-: - \\ I - - r- �i ►z+& NEW BABCOCK CENTER LINE DETAIL/� SE� DR AY SEE DRIVEWAY �,.[ STA 35+26.97 BABCOCK STA 38+87 91 BABCOCK'L DETAIL DETAIL W STA 32+12.52 BABCOCK STA 1+00.00 WILDA LAN STA 1+00.00 DONNA A 111y.B o A 1+00.00 POND ROW _ _ _ � CT AtTO N 33 REMOVE EXISTING TREES AND 2 BABCOCK/POND ROW NF. BABCOCK/WILDA LANE g COCK I BABCOCK/DO RNA AVE � 9A K AB s INTERSECTION IICOC Gi AS 1gg10 BUSHESw HAT ARE LOCATED WITHIN Z INTERSEE SECTION tyI1LVA 1'A �' SEE DETAIINTERSECTONp ;1g4W I x pONNA SEE DETAIL = m gAgOpCF Zg28W HORIZONTAL SCALE ,0 e $ 1p6 KUE 3110E 50 25 0 50 W gAgL(1L'K P pAg M It aw I►I I 04 w0, Of, HEDGE REMOVE THAT ARETLNOCATEDTREES WITHIN AVE ,304 A t W. BABCOCK R.O.W. BETWEEN S I APPROX. STA 37+50 AND 38+75 - k�w�-vri�'rE6BV--+:"vsbs �j •�' ��j f14IES� STA. 26+89.16 - STA. 38+69.62 I ♦1`�T ES 1 BABCOCK STREET 1. EXISTING GROUND CONTOURS ARE NOT SHOWN FOR CLARITY. AS PART. aal�, ROAD PROFILE RAISED TO ALLOW CLEARANCE OF NEW OF THE WORK THE CONTRACTOR SHALL FILL THE EXISTING DITCH ON THE o UTILITIES OVER EXISTING CONCRETE-ENCASED TELEPHONE __ SOUTH SIDE OF W. BABCOCK ST.. CROSS-SECTIONS ARE PROVIDED ON 4815 FIBER OPTIC DUCT BANK. SHEETS XS-1 THROUGH'XS-7. Lo II I m m 2. EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE PROJECT SHALL io 4 BE REMOVED/RELOCATED ACCORDING TO SHEET T-1 AND COBISTD. DWG. + o do n 4810 + $ � N NO'S. 09810-1 AND 09110-4. NOT.ALL SIGNS MAYBE LOCATrrD ON PLAN$. o s 4 o Tn S to LOW POINT ELEV 4800. 'M1 i - _ + e 1 1 1 4810 + 1 1 °•Q 3. EXISTING MAILBOXES WTHIN THE iDISTRUBED AREA C THE PROJECT 1 �^ 1 u�t' 'Q - LOW POINT STA = 30+66. Lai < 1 SHALL BE RELOCATED ACCORDING TO COB STD. DWG. NO. 02529-10. ii PN STA . 30+49.70 + G� 1 NOT ALL MAILBOXES MAY BE LOCATED ON PLANS. m 61 y� PVI ELEV 4800.14 n _ N w m < m d S Q I 4605.{�.1+ SyyJ.0 A.D. 1.08 _ EEJ SyTINNGG S �d �i w^ R GI 6^ K 165.32 _� .. -1'--'- -- 3 d (� 4805 F_ -0. 0 'n .44 A. o 4800 4800 W N I - - C1 ASPHALT W I O t g 4795LAJ 4795 Y O a O p o o U m O 0 4790 _ m 1 rn Z Q cn 0 w 4785 W Q Q ! RE C O RIB WI 4785 N 4780 ' _ 4780 w o pp N O 'O O] 4775 . N �pi cNi s�ppyy (poi ppn n co a '�i 0' IO S O a e N N 775 P041 .017.0 3 9 ♦ ♦ ♦♦ ♦ ♦ iii _ ✓1 O m m O n v1 SHEET NUMBER n N t` Y1 r OL O O) n O I� T b r OL ! t0 OL t0 LO f� OL O 1� Y n O OL n N n 1p Lp y b n N ,O 10 m N n O N f N n n < n n N r) n N O Q OL T T N UO O� 9D O. Oi Oi OL O p p Oi O p p O p p O O N IV (�j f�/ N N ry lV N N N N N N C " OL Ot OL OL A rn OL OL OL 0 O 8 T O O O O O O O O O O O O O O p p0 ON ON ON o0 ON pN NN N nN n n n aa OD 00 � °° °� oo aoo m 0 o io 0 0 0 0 0 0 0 0 0 0 0 0 °� °� a �a as �d a� a� �a a,� �e as ad w < °� roa a a ORnwiNc NUMBER x 1 TTT 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 38+50 39+00 39+50 40+OD 40+50 41+00 41+50 42+00 42+50 43+00 43+50 - 1 �-I e° • `r • - I ` 17 1 .hn1 0 b n,,pn ,qh 91 04~ '0� �-'- - _� I / I I� _ # n o y"j �O 5 l 5 0./ " 11' Ili,61Li' 1� •' _ 'j` 1b h -. - -_ ' - —- _ _ V w V 0 u . * EI_- TEL ^r J _y� F Y �'' ? - 77�C,Tp BCT L� 7 .T ti cp O "n P 1e seos s7 Ul Cie �� a J ya Cios_ 20 cTI 000 dy# Ul 31� C] -` — --- _ e " F •TY ePg U f �ry!� JJ J' Q boss Y y1F� p �2 i t. `� a.+b O i •}'". W e^a _ . i i DRIVEWAY DETAL n OFiIVEWAY DETAL wow DETAL C�DRNEWAY DUAL n DRVEWAY DUAL �g1 DRNEYVAY DEAL ' --- -- - - =�a' l'=�I .i•_,n •=w' �a SCALE 1•_w wpm I,=w n D MWAY DUAL n DRNEWAY DUAL �a SCALE:,-=w IWEST SCALE: ,'=w� II 165-j1UN��WA} EAL�KS !OyENWEN�rPICOCK/MEGHANS WAY It SUgO PS�µK s. SUgp1Yp WEST BABOC e)STREET INTERSECTION'3� B,gBCOCK/WESTERN DR.STA o pAT I STA 44+86.37 0+0000 HUNCOCKT RS WAV BAOC�K CL,jtf OMEPAK MO INTERSECTION SEE DETAIL MOgi�NOME U FMOg�ENOME 'o (- ) [. SEE DETAIL `�J-, CK STA 53+45.78 10 RT " 1T S_lTL1 I iKISW M0 #�j Z 0 �M"� INSTALL TYPE 1 STREET MONUMENT R�0 K " o 1g1gAgC K INTERSEC IONNTERS WAY STA 48+85.04 BABCOCK y h 1�'9 ON CENTER SECTION 11. R W B u o W� SEE DETAIL STA 0+00.00 M GHANS WAY ., •'�, , � COB STD. DWG. NO. 02529-3 BAC 15�1 STA 55+11.14 BABCOCK SEE' AY SEE DRIVEWAY G \y I gCOL'x A 0+00.00 WESTERN DR. ro' _ DETAIL _ _ DETAIL _ I SEE BRNEWAY SEE DRIVEWAY• gA SEE DR A �l __ DETAIL• •1601a DETAIL EE DRIVEWAY }1 p L N m P p - RI-_- 5•y -_-.__--� .Ft 2 [i Ou rp Uf, - N C _ w O p p71 O O O n O O I _ UI U = MID SECTION LINE-� NEW BABC K CENTER LINE - I • - r —- - • - - --. - - - - c..i � ��sssl=_=STA 4;+00.II BABCOC L I �� I SDE DRIVEWAY D ad g yAY SEE DRIVEWAY SEE DRNEWAv E STA 40+ 0.61 BAGINIA STA 51+14.01 BAR OCK IET kIL4 STA 0+00.00 VIRGINIA WAY ' UINIA WAS - STA 0+00.00 SUNL T A DETAIL DETAIL Q wg m4 I01 VIK BABCOCK/SILVER MAPLE R. - • �- TELEPHONE HOLE INTEREC N �+�- _ STA 53+35, 1'LT K K ~ d $ K SEE DETAIL BABCOCK/SUNLIGHT AVE. -tXS --�:: 805.12 gAB gA�O,IK CK TELEPHONE MANHOLE YISTA-phgg INTERSECTION PROP. RIM: 14805.77W 20w gA� g� Qy w BABCOCK/VIRCINIA WAY < STA: 45+33, 14'LT �"' BL,At H11My SEE DETAIL WORK TO BE DONE 1511W. 4Wg 1530 5 A INTERSECTION - - �.>d. g0 IbE '` 1 STA 52+39.39 BABCOCK ( I SEE DETAIL ? EXST. RIM: 4803.66 mP MOg [� STA 0+00.00 WHITE OAK DR. BY QWEST) k HORIZONTAL SCALE s Q PROP. RIM: 4DONE 7i, BABCOCK/WHITE OAK DR. (o vv�e (WORK TO BE DONE '" BY QWEST) �� INTERSECTION 0� 1Mj41Y.BAgL 50 25 0 50 I $ S MS17E8: 'yI� T6 PART `��,�j C T Y (�Tp�' OF 1. TH SIDE WISTING ORK THE BABCOCC ORS SHALLENOT THE EXISTSHOWN ING DfTICH ON THE ♦1 ES i B �BCOCK S RE � N�� _T 1. THE TYPICAL STREET SECTION WILL H MODIFIED AT THE HE SIDEWALK.4820 SOUTH SIDE OF W, BABCOCK $T.. CROSS-SECTIONS ARE PROVIDED SHOWN ON DETAILS 5 AND 7 ON THIS SHEEP BY LOWERING THE SIDEWALK. 4820 ON SHEETS XS-1�THROUGH XS-7. - '� �. PT SIDEWALK SPOT ELEVATIONS ARE PROVIDED ON EACH DETAIL. STA 41+77 - STA 65+54 2. EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE PROJECT SHALL ROAD PROFILE RAISED TO ALLOW CLEARANCE OF NEW BE REMOVED/RELOCATED ACCORDING TO SHEET T-1 AND COB STD. DWG. UTILITIES OVER EXISTING CONCRETE-ENCASED TELEPHONE S NOBS. 09810-1 AND 09810-4. NOT ALL SIGNS MAYBE LOCATED ON PLANS. FIBER OPTIC DUCT BANK. ; n 4815 no A.B. g'rt o z t o a 3. EXISTING MAILBOXES WITHIN THE DISTRUBED AREA OF THE PROJECT ; pIF ^ - No 4815 n SHALL BE RELOCATED ACCORDING TO COB STD. DWG. N0. 02529-1� ,X O a NOT ALL MAILBOXES MAY BE LOCATED ON PLANS. iii + Q N + , Z I 4810 ` , ' 4810 H R CL ASPHALT O c 4805 - --- _ F— LLJ 00 3 slowEXSING ~ O + JOGROUND EN nN4800 OO � sroRM' 4800 �iC LAJ $ S 0 0 O U O 0 4795 -_- Q I M 4795 m a �' In EL 1n 00 4790 v d LLJ 4790 Q w O D: u 4785 i - _ - WING 4785 Eda a w O g M1 N h n ago, g N N n v0i a m n m M N o0°e, n rn o ~ n m a o Y t~"1 n n N m a 4780 h fq gQf QQ♦ ♦ Yq Yg SS1 ♦ gNg YQ) QQh I/gs) h N YqQl 5Qf�) SYQ�I If1 gQh ggh ,(j ,n yj ,D 10 �D �O PROJECT NO. 4150 43O+00 43+50 4,+00 44+5 SHEET'NUMBERm iIn'si O 0 m OD DRAWING .0 Y ODUMBER2 mO o f 50 Omao npO 111111 11 0 45, 0 45+50 46+00 46+50 47+00 47+50 48+00 40+50 49+00 51+50 52+0 524O 53+00 53+50 54+00 54+50 55+00 55+50 56+TTT00 tt 56+50 57+00 tt 57+50 R—3 AV:�. o i ^* 1 ti � h ^ Wx - i. v%7 0'l *y yb 5 i W o OD CD 5"�. 0c} yh ED 6� -� O= - � ".�'� eo---- it Or�9 .o° ��` ' 'q\ '4py ey 00 iNs' +gyp a� _ tiq� h� oy6 IM-TEL O OO O /% DRNEWAY DEAL /�:�DMWAY DETA� a�DFiV�EWAY DUAL ±\DfiVEWAY DEAL DR EWAY DETAIL HORIZONTAL SCALE ," SCME. 11' 70 R'4 SCAIF: 1=30 M SCAIF: 1-70 M SCALE: I'-30 ^'� x��_� I114 AVE LX 50 25 0 50 0 WEST BABCOCK STREET e la"1" ,a STA 64+46.53 '� BABCOCK/N. 24th AVE. 111 CONNECT WITH EXST. CURB h GUTTER REMOVE EXISTING TREE h (45' TBC - TBC) T11 AVt' h I INTERSECTION SEE CURB DETAIL ROADWAY COORDINATE TABLE '^ LOCATED WITHIN "+ BABCOCK/N. 25th AVE. "SPACE 1 X".2d SEE DETAIL STATION NORTHING FASTING DESCRIPTION 01 W. BABCOCK R.O.W. Y INTERSECTION pE INSTALL 6' CURBWALK ALONG O 15+94.00 7441.2698 5462.4120 BEGIN BABCOCK ROAD RECONSTRUCTION SEE DETAIL(� EXISTING CURB AND GUTTER 66i4 MID-SECTION LINE & STA 62+15.67 BABCOCK STARTING AT STA 64+46 AND 27+00.00 7410.5082 6567.9693 HORIZONTAL ALIGNMENT ANGLE DINT N ly1M AVE 1"25T"AVE' NEW BABCOCK CENTERLINE STA 0+00.00 N. 24th AVE. A7TyCyHIMAIN EXISTING NN7ERISEC ON. CONNECTS 00 E%ISTING ASPHALT 65+53.00 7355.9355 10420.7392 END OF BABCOCK ROAD RECONSTRUCTION 3" STA 58+23.64 BABCOCK .� SEE NOTE 23, SHEET 1-3 1 STA 0+00.00 N. 25th AVE. _ - TELEPHONE MANHOLE 2 ( _ - >� ,e _ STA: RIM: 07. EXST. RIM: 4807.89 - __ ' PROP. RIM: 4807.89 (LEAVE UNDISTURBED) No� r4m pp p p n O O O O O - SEE DRNEWAY .SEE DRIVEWAY SEE DRNEWAY rZ. DETAIL "'� SEE DR AY STA 64+46.53 TO 65+53.00 �-+ f M /I DETAIL DET L REMOVE EXST. CURB DETAIL GUTTER Q g _lam REMOVE TREES AND BRUSH N�1N w m S K TO ACCOMMODATE IMPROVEMENTS CONNECT WITH EXST. CURB & GUTTTEL PnptIW MA 1f SINW pABCL1L OC�K STAEPHONE 58+884'LOTLE ROCK INSTALL CURBWALK SEE CURB AND DRIVEWAY DET 50"N VA EXST. RIM: 4804.57 pµ'.BAqC STA. 63+43 TO STA. 65+53. pE'� INSTALL 6' CURBWALK ALONG 2 OGK PROP. RIM: 4803.49 131 TRANSITION TO BOULEVARD WALK Vj1'LA EXISTING CURB AND GUTTER I � 6 (WORK TO BE DONE pM 2+15 BETWEEN STA, 63+24 AND STA. 63+43. '33p7 OGF�;A1" STARTING AT STA 65+53 AND 54 - A� 14 a' MATCHING EXISTING SIDEWALK tippW BY OWEST) 4`t+ AT W. MAIN ST. INTERSECTION. O g - NOTES: ` EST BABCOCK Q 1. EXISTING GROUND CONTOURS ARE NOT'SHOWN FOR CLARITY. AS PART OF E WORK THE THE 4820 - SOUTH SIDE OF W. CONTRACTOR ST.SHALLGROSS LSECTIONSSTARE PROVIDED .THE t_ _4820 f ON SHEETS XS-1 THROUGH XS-7. STA 41+77 - STA. 65+54 ao m $ 13 EXISTING SIGNS WITHIN THE DISTURBED AREA OF THE COB STD. SHALL ROAD PROFILE RAISED TO ALLOW CLEARANCE OF NEW o 0 E REMOVED/RELOCATED ACCORDING TO SHEET T-1 AND COB STD. DWG. UTILITIES OVER EXISTING CONCRETE-ENCASED TELEPHONE B E 4815 FIBER OPTIC DUCT BANK. a .0NO'S.II D9810-1 AND 09810-4. NOT ALL SIGNS MAYBE LOCATED ON PLANS. 4815 0 1 + N 3. EXISTING MAJL130XES WITHIN THE DISTRUBED AREA OF THE PROJECT o SHALL BE RELOCATED ACCORDING TO COB STD. DWG. NO. 02529-10. NOT ALL MAILBOXES MAY BE LOCATED ON PLANS. N $ a z > 14810 4810 Z O N a � I'�� O GROUND I I4805 W N 4805 - 00 O - - - -- - - - - F- O z 3 -_ to � w 0 S 4800 - _ - _. jCL ASPHALT - - __. 4800 Y O U O O O o I U + No 14795 m o 4795 --- - - z Q zn -I N Ln tL I L,J 4790 Q wO 4790 - ---- - cr Z Q 4- , 4785 8. N "c WING M� N EO I, 0 1C ��62 0 �O U) O o. W O 7 N n f N 1D h m Of O QN n f Qh �4O h Y 4780 v s7 c oa35�. rn _ 3X 3X S3S 3X O pf, p0�fp n Of ftfO 11 If�111 �fD 777 Nf 111 nf 111 Nf 1111 O 111 nOi 1111 n 1n�* an0 1111 n 1111 bf 777 hf 1111 u0 7777 Oaf 111 iiiiN n f N �D �D N Na rfO 1f� YfD m n mf SHEET BNU MBER O G NUMBERo 000 O OD m m DRAWIN Go Go n r O R-40 57+00 57+50 58- 0 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62- 0 62- 0 63+00 63+50 64+00 64+50 65+00 65+50 E. x� 3m`�a RIM=4797.29 < NEW 10" x B' TAPPING TEE, 8' GATE VALVE, AND STA: 26+37 STA 26+68 i_i INV N = 4787.17 8' D.I.P. TO BE INSTALLED BY OTHERS. ADJUST VALVE BOX TO ADJUST VALVE BOX TO �Jo INV E - 4787.05 qj µ gti EXSTMATC.RIM NEW STREET 8029 GRADE wwrco $� PEA 3 < ADJUST RIM AS NECESSARY. MATCH NEW STREET GRADE INV W = 4787.05 KS STA: 18+50 DtI PNA - -- _ '" m� EA s B� t� GE _ EXST. RIM = 4800.00 PROP. RIM = 4800.27 ' fiRP 5 ADJUST VALVE BOX TO 5tA PI,A Cfi PROP. RIM = 4800.18 _ IE = 4790.3 K arcs Ex6nNc SSMH KOa22 BKIPU OIAF, MATCH NEW STREET GRADE E fiODAN h OANp4A IE = 4792.7 BABGI>< .00 RIM=4795.60 SOWsP I EXST. RIM = 4797.60 ADJUST HYDRANT AND,j15N E� STA. 18+29. 10' LT PROP. RIM 4796.90 VALVE BOX TO NEW GRADE 16� pA Gt).6 ))1gW "�33%y"a, INV N = 4785.4 I LE.: = 4789.E EXST. RIM 4798.14 STA: 22+19 WEfitt' tµA51N69A Zc CONNECT TO Ex. 10" DIP INV E - 4785.4 ADJUST VALVE BOX TO SS 105 GO 'L'`��. INSTALL 10"xB" TAPPING TEE PROP. RIM 4798.27 RA '�' .z a "'y INV W = 4785.3 MATCH NEW STREET GRADE ol. ? o W AND B" GATE VALVE WEST BABCOCK STREET EXST. RIM = 4798.9E IISW EXISTING SSMH K0467 STA. 28+90, 41' LT. Q W0n a PROP. RIM = 4799.00 RIM = 4800.00 INSTALL>)'WATER SERVICE I.E. = 4790.7 INV E = 4792.7 FL�4793.99 (A.B.) [INV W = 4792.E - �• • • m m u m - - m i¢ 8 $ 8 o I STA. 18+29, 35' RT STA: 1 7 INSTALL H'x6' TEE, w/21 LF ADJUST VALVE BOX TO EXISTING SSMH o MATCH NEW STREET GRADE EXISTING SSMH K0466 NEW SSMH AND 8" SDR-35 MID-SECTION/CENTER LINE OF 6' D.I.P. & FHYD ASSYL RIM=a798.80 1 a EXST. RIM = 4797.59 TO BE INST ED BY OTHERS. INV E=4789.a STA 26+68, 4T RT PROP. RIM = 4797.02 RIM = 4791.6E u EXST. R.O.W. I.E. = 4789.7 INV N:-4 °A' CONNECT TO EXISTING 6" D.I.P. i o NV 5 = 4791.6E o1lC INV E = 4791.59 INSTALL 6'x6" TAPPING TEE AND 22+48 9' L pU fk 2 +82, 41' RT. STA. 18+29, 46' RT. STA. +39•, 9' LT. NV W 479L56 GATE VALVE w/11 LF 11 INSTALL 8" DIP END CAP CONNECT TO EX. 10' DIP ��d .UST RM AS NECESSARY. OF 6" D.I.P. & FHYD ASS'Y I �' ATER SERVICE C1' i F.L�4790.49 B. y1 INSTALL CT T TAPPING TEE 22+48 � L� 794.93 (A.B.) V011`th1,11) (A.EL) oct STA. 22+34, 8 RT. I V�'IWO AND 8" GATE VALVE INSTALL 8" DIP END CAP STA- 24+84, 43.5' RT. EXls- 1- SSMH J0545 '''' 001, INSTALL 2' CORP W/COPPER I►►�TTAL4ED 8' DIP END CAP IN�'`E - 47793-4 EXTENDED TO THE SURFACE FOR N 1+1145'TAl1FD 2 CORP W/COPPER I< IINV W = 4793-- z S EXISTING SSMH ✓,0420 AIR RELEASE, SAMPLING & BLOWOFF. �41� EXTENDED TO THE SURFACE a w Na i RIM TING S COPPER TO BE REMOVED AFTER TESTING. AIR RELEASE. SAMPLING & ,o INV N = a188.2 F.L-4791.37 (AB.) F.COPPER8.69 (AWASREIA�ED AFTER 9AHG FIRE HYDRANT - CONTROL ELEVATIONS A.B.) INv E = 4788.2ss INV W = 4788 t DESCRIPTION ELEV. LOCATION . BM '716" 4797.16 FIRE HYDRANT Arrow Bolt N.E CORNER OF YELLOWSTONE & W. BABCOCK EE 4799.42 FlRE HYDRANT Arrow Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK w 8 8 4800.32 FIRE HYDRANT Arrow Bolt N.W. CORNER OF SHERIDAN & W. BABCOCK BM "F' 4803.2, FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK BM 'P" 803.13 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BABCOCK STAKING COORDINATES TABLE HORIZONTAL SCALE BM 'W" 4803.89 FIRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK LOCATION STATION NORTHING FASTING a BM 'MG-1' 804.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF MICHAEL GROVE & W. BABCOCK 50 25 0 50 n BM 'WE 4e07.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY &BABCOCK BABCOCK RE C URD DRAWING CL W. BABCOCK/CL STA. 16+00 16+30.01 742 .58 6098.1 BM 'WESTERN' 04,77 FlRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. W. BA CL W. BABCOCK/CL MEAGHER AVE. 18+40.02 7434.43 5708.34 BM 'N25' 4806.05 FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 25th & W. BABCOCK CL W. BABCOCK/CL SHERIDAN AVE. 22+30.01 7423.58 6098.17 1 1 X 17 HORIZ: 1" = 100' BM "N24' 805.6E FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 24th & W. BABCOCK CL W. BABCOCK/CL FOWLER AVE. 26+75.01 7411.20 6543.00 1 1 X 1 7 VERT: 1" = 10' TBM "20" 4809.08 FIRE HYDRANT N.W. Boll N. SIDE OF BABCOCK ACROSS FROM PIZZA HUT CL HORIZONTAL GRADE BREAK 27+00.01 7410.51 6567.99 8 WEST BABCOCK STREET 46,5 � . o 4BID 4Bt0 O U < C 0 Z I a a605 4805 0 O _N - / 4800 Lil Eli 1 800 - / J$70RMo M1-.T-iRV Qf U) O n _ Z O 8 - '' - - - - - - - li- , - - - - - - V) - - d N J sioR _ AWNTAIN MINIMUM 18" - - 4795 C..) /- 0 z 4795 - -- - - - ---- sronM T .SEPARATION BETWEEN I - O MAINTAIN MINIM WATER & UM 18' { O 'WATER & SEWER MAINS - I O • SEPARATION INS OEWER MA .. - I Q O a790 _ In _ 3 d 1 J J ¢U W (!1 > j of z m f w U 4785 a� U 4785 Jo - - ao �a� °+°:.. w N m W N J <OZ N Z W NO~ <N NmmW cnz NQ 47H1 W vl +moo 'A 3 r'X tE - a N N rn 4780 a s In o '~^Z m Nz< PR0IECT NO. Q 47J5 0417.039 4775 - - SHEET NUMBER n n ,Nr1 �irO1 nN Oxp) OxDl Nx) �D n�O On n n r n r n m rm r t` rm r t0 m 01 yw' p m mEDqmmm .6 e n 00 N O 9cU O x co OD O O O m a0 m m m m O EO _ O O O O O O O DRAWING NUMBER a m m Oi m N Ol Onl O `0ch _ W-1 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 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 mJo STA. 30+27, 39' LT. EXISTING SSMH J0546 ly W z yi INSTALL B` DIP END CAP F.L-4792.65 (A.B.) TO BE REPLACED INSTALL 2" CORP W COPPER C�K e EXISTING SSMH J0535 EXISTING SSMH LACED N� / K SEE SHEET S-2 BAB TO BE REPLACED ! .6.4 Z y EXTENDED TO THE SURFACE FOR BLOC f�RIM = 4800.E jjsW NEW SSMH �y��ypp RIM = 4802.9 SEE SHEET S-2 Ib -1w 30 AIR RELEASE, SAMPLING & BLOWOFF. ti1V,BA INV S = 4795.3 3 SEE SHEET S-2 ,T, INV S = 4797.0 K RIM = 4803.3 � 3-' 0� COPPER TO BE REMOVED AFTER TESTING. }tt / INV W = 47952 RIM = 4801.99 INV W = 4797.0 ABCOC. ENV W = 4796.3 V T. O STA. 30+26, 11' R1. K INV S 4796.78 0CK !! INV E = 4796.9 1 W.B %: E = 4796.2 I 0 i (>C' C q� 1 STA. 39+97, 53 LT CONNECT TO EX. 10` DIP ABC INV W = 4796.58 8� 30 a W > INSTALL 10"x8" TAPPING TEE }p0 W'B )ll9W �Eg INSTALL (` WATER SERVICE F.L�4795.14 0.) q29 `Ola, z AB a33N"' 33%-6-Oc AND 8" GATE VALVE STA. 32+83, 41' LT MEgIWBA STA. 40+76, 41' RT I W,B BA INSTALL -WATER SERVICE (STING SSMH J0548 4 Ni16 Y. 5D 5j0N =Q . �OCK STA. 31+53. 41' LT F.L-4793.53 (A.B.) RIM = 4802.6 AVE INSTALL . WATER SERVICE 1 By0Gg01Vl 8 WV E = 4797.7 STA. 37+59. 53' RT F.L�4798.45 (A.B.) T SU u 3301W INSTALL • WEST BABCOCK STREET WOO P � o _Z WATER SERVICE - -_ _IN5? WATER SERVICE _ F.L.-4797A2 J m 177- rti+ _f + w STA. 35+15, 11 RT. STA: 35+28, 11' RT - - -- -- - - EXISTING SSMH J0545 CONNECT TO EX. 10'NG DIP I ADJUST VALVE BOX TO "� 'E` STA. 41+80. 11" RT RIM Y 4800.2 STA. 32+00, 13' RT INSTALL 10`x8` TAPPING TEE MATCH NEW STREET GRADE r STA. 38+76, 13' RT ADJUST VALVE BOX TO $ INV 5 4794.1 ADJUST VALVE BOX TO AND 8• GATE VALVE EXST. RIM = 4802.25 I STA. 37+14, 9' RT I ADJUST VALVE BOX TO MATCH_NEW STREET GRADE a INV W = 794.1 MATCH NEW STREET GRADE PROP RIM = 4801.83 ADJUST VALVE BOX TO < MATCH NEW STREET GRADE -RDA. = 4800.00 ¢g INV E = 4794.1 ! EXST. RIM =STREET 9 1,11NE IE = 4791.6 MATCH NEW STREET GRADE I s EXST. RIM = 4002.33 E=4803.3E 6 D A EXST. RIM = 4802.39 PROP. RIM = 4801.85 IE = 4794.1 6 y AlT Al N STA: 29+28, 11' RT ¢ PROP.- 4789.2 4799.85 101 WILD PROP. RIM=4802.36 K 43+02 (A.B.) (OL Yo' STA. 35+14, 41' RT. x IE = 4793.2 COC ) N tR NOB 1pN p INSTALL 8` DIP ENp CAP IE = 4791.5 $ DONNA 1Y BAB STA.4P4-Pi. 11 T. ' xµ,Bp VAN iV15 ADJUST VALVE BOX TO Z F L ALL 11"5D(I EN 1B6 B 3BD6 CONNECT TO EX. 10" DIP v� gtIBO MATCH NEW STREET GRADE $ STA: 31+73, 11' RT STA. 35+03. 35' RT. I AVB INSTALL 10`z8` TAPPING TEE d EXST. RIM = 4800.21 INSTALL FHYD ASSY W/12 LF AND 8" GATE VALVE z PROP. RIM = 4800.09 ADJUST VALVE BOX TO OF 6. O.I.P. & 8"x6• TEERT IE = 4790.9 BAg IL EXSTNRIM =NEW S479E7T.53 GRADE 1LDA ENE dW 13AII (A.B.)STA440 24 3304 W PROP. RIM = 4799.72 1MW 3I0 INSTALL 8" DIP END CAP w K IE = 4789.2 INSTALL 2" CORP W/COPPER EXT € + 3 gAgC� OgOV' AIR RELEEASEDSAMPLING TO THE S&FBLOWOFACE OF z`��- N 3 tBW pOtit) .RdFt1'IS AV 4B COPPER TO BE REMOVEF.L= 93 (AB.) 5 STAKING COORDINATES TABLE LOCATION STATION NORTHING EASTING Z p0.p CL HORIZONTAL GRADEBREAK 27+00.01 7410.51 6567.99 Q w g Y` I CL W. BABCOCK/CL VALLEY DR 30+31.86 7405.81 6899.81 cn a CL W. BABCOCK/CL WILDA LN 35+26.97 7398.80 7394.88 HORIZONTAL SCALE CL W. BABCOCK/CL MERIWETHER LN. 37+26.66 7395.97 7594.54 50 25 0 ICE.W.BAB000K/CL MICHEAL GROVE 41+91.38 7389.39 8059.22 �a s --T r WEST BABCOCK STREET 1y L 4815 m i 4810 o csi °t o✓nS 4810 L I N Q _ 4805 :- 4805. .. z O T I I 1 $ F- 4800 LLJ �n 4800 l_ - r i--- - - - -- MAINTAIN MINIMUM 18" � to CD _ - I SEPARATION BETWEEN O 11I Z WATER & SEWER MAINS V) J M OSTORMLI 4795 Y O 4795 swr� - - -- - - -- - �_ O tir-- E- _ - s - _ O w + o co 4/90 o a 1 m H 0 4790 _ -- _.'� F w W _ No-0 Q Q O o _Z Li N xn J e J f IL o cr N S ,n fj + � a d� I �zIL 4'8S 5 o ;r - d H r N rn-r 4785 "�Wy�! i}'i ,i J M J F Z N 2 W1WJ N m hJZ H N- _ ��~ N 4NQ ~ Z < N n w 8:10z <~ �z� 478u w VI In- 11II cn N RE ORD DRAWING PRQIECT ND. v o h --- rf NQQi�' rar VqOr1l Or: rmmr [mrp rmrn Wrnr rrO7 drnr rnr Oni m m O� a `5}Z' ♦i m O ae0 md aa0 ca0 m♦ NaeD Nca(0 �N(dOO 4Nd1 OnaD: M� N♦ Nm♦ Nma Ma hn, n M„1 hM hd M "al N rMIl M N✓� ' SHEET 1NUMB ERO O O ✓1 M m 0 0 0 0 DRAWING NUMBER O! a0 O O O O O O O O W 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 38+00 38+50 37+00 37+50 38+00 38+50 39+00 39+50 40+D0 40+50 41+00 41+50 42+00 42+50 43+00 DOW STA 55+05, 10 RT. m W� NEW 110 ECT TO EX. 10* DIP SEE SHEEfSSMS _ BI3W_BAgLOCK GO.8o,�00 L1 B A µl}gNOMFPAI OCK INSTALLN D88'TGATE VALLjINST& STA. 55+07, 40' LT. ING TEE 2 M FMpBII'F 9W.gA� INSTALL 8" DIP END CAP aW0 d STA. 44+76, 9' RT ya T 262 STA 54+91, 35' LT. F.L=4798.39 (AB.) s� ADJUST VALVE BOX TO Eo WA STA. 47+45, 10' RT STA. 51+09, 10' RT w HUNT INSTALL FHYD ASS'Y w/18 LF roo MATCH NEW STREET GRADE 26S CONNECT TO EXST. 10' D.I.P. ADJUST VALVE BOX TO a of 6" D.LP. h 8'x6'TEE EXST. RIM = 4803.18 L7,•,TING DROP INSTALL 10"x8" TAPPING TEE STA 47+45, 41- LT MATCH NEW STREET GRADE .� PROP. RIM = 4803.49 J SSMH J0408 AND 8' GATE VALVE INSTALL 8' END CAP �! EXST. RIM = 4803.39 L, STA 53+00, 41' LT IE = 4794.8 70 BE REPLACED F.L�4798.21 PROP. RIM = 4804.37 O L6 INSTALL 1" WATER SERVICE F.L-4797.55 (AB.) ............ 2929 Ag100K FEE SHEET S-3 STA 47+20, 10' RT E•�STi�SSMH J0566 IE = 4796.7 ! <3N7"'a m STA 54+00, 41' LT STA 56+09. 41' LT W B WAY I RIM = 4803.48 ADJUST VALVE BOX TO TO BE REMOVED STA 48+80, 9' RT `7 K Q w INV E = 4793.4 SEE SHEET S-3 yEXISTING SSMH J0555 NSTALL�" WATER SERVICE O(>CL}" WATER SERVICE To MATCH NEW STREET GRADE ADJUST VALVE BOX TO 215.11U INV S - 4794.3 EXST. RIM - 4804-13 RIM 4004.77 MATCH NEW STREET GRADE TO BE REPLACED .-4797.21bA INV S = 4797 2 INV E 4794.9 SEE SHEET S-3 1 OG o,PROP. RIM 4804.65 EXST. RIM = 4803.25 GINV W = 4793.E INV 5 4795.2 RIM = 4804.5IE 4798.0 PROP. RIM-4803.94 = 47 INV W = 4794.9 INV E = 4796.3 152 - IE 4796.5 INV S - 4796.3 ''aON rt • TT n WIT, n m NEW 6 - $ ■ • ■ • - _- -- _ SiA 4 t30, 18 RT X TO _ _ / IA 52+09, 15' RTol MA UH AL STREOET GRAD "'-�+ / _ _ UST VALVE BOX T 1gG1NV' _ - --- - TCIA NEW STREET G I1F1 FTFfl `µ BAgC11lK /, STA. 44+69, 11' RT 1p2Y / EXSV.RO .47 =48040.501 A - I PROP. RIIM = 4804J2� COCIL 6 qVtF gPA EXISTING SSMH J0417 _ IE = 4796.0 AB ADJUST VALVE BOX TO A M 32.5" B C� e OB9111, TO BE REMOVED 1 µ'- B MATCH NEW STREET GRADE B STA 53+99.ri'R* I STA. 55+41, 10' RT g20 gA 2 Og SEE SHEET S-3 ADJUST VALVE BOX TO 2'-W U EXST. RIM = 4803.14 p M INSTALL�" WATER SE C I 25 �C PROP. RIM = 4803.37 µ� [] ih�,RIM = 4804.19 0e F.L.� .1� MATCH NEW STREET GRADE 58+25, 35.5' RT IE = 4794.8 INV E = 47 EXISTING SSMH 105�9 EXST. RIM = 4805.54 STA.36186' 1!' N- �+ EXISTING SSMH J0416 INV S = 47 RIM = 4805.1 PROP. RIM - 4805.47 INSTALL 1" c arc ' EXISTING SSMH J0415 �' TO BE REMOVED INV W = 47 ,t INV E = 4797.0 IE = 4798.1 WATER SERVICE z TO BE REMOVED SEE SHEET S-3 k INV W = 4796.9 ( ) € z - o`p K F.L-4798.78 AB. SEE SHEET S-3 7� -RIM = 4803.5 NEW SSMH J0417 INV S = 4797.0 g1;OC RIM = 4804.01 INV E = 4794.9 SEE SHEEP S-3 gAB"^' BA INV E = 4794.7 N INV S = 4795.2 160'1W W. 19' RT INV N - 4794�44 TOISTING SSMH BE REPLACED 41 INV W = 4794.9 ADJUST S ALVVE BOX TO SEE SHEET S-3 MATCH NEW STREET GRADE STAKING COORDINATES TABLE NEW SSMH J04 3 RIM = 4804.6E NEW SSMH J0416 EXST. RIM = 4804.09 Q d SEE SHEET S-3 INV E = 4794.4 PROP. RIM = 4804.58 LOCATION STATION NORTHING FASTING w Y" INV S = 4794.4 SEE SHEET S-3 IE = 4796.7 ►N-�y INV W = 4794.3 CL W. BABCOCK/CL HUNTERS WAY 44+86.37 7385.21 8354.18 �IY�E o CL W. BABCOCK/CL SUNLIGHT AVE. 51+14.01 7376.32 8981.76 ;24 d Cl W. BABCOCK/CL WESTERN DR. 55+11.14 7370.89 9378.85 e HORIZONTAL SCALE 50 25 0 50 �. R WEST BABCOCK STREET 4820 - - - - 4820 o I � mms4 4815 4815_ __ -- --- - . o - o CONTRACTOR TO FIELD VERIFY WATER/SEWER MAIN ELEVATIONS - PRIOR TO INSTALLING SEWER SERVICES. SEWER SERVICE GRADES SHALL BE ADJUSTED TO CROSS ABOVE OR BELOW Z WATER MAIN AS DIRECTED BY ENGINEER. EXCAVATION FOR 4810 VERIFICATION SHALL BE INCIDENTAL TO SERVICE INSTALLATION. 4810 Q -- z I O M1 4805 ! - - - - 4805 W CD _ 1 1 I STORY I (STORM 0 4800 0 46DD Y O o - - n F>1 - s _swa■swR _ - _ M 0 4795 - - - J - w I".w z_ 79 Q w a - - �u - 4 5 m z _- __ - - S, MAINTAIN MINIMUM 6"�' w w 0 5. 5 a H t SEPARATION BETWEEN o -_S 0 Q 1 o WATER h SEWER MAINS w w o is Q A N O N - - - - ------- V V) o rn rn yr m 'o A.n w LJ x CONTRACTOR TO FIELD VERIFY WATER MAIN.ELEVATIONS BY EXPLORATORY o, + 0o Y1 w 0 f w+ Lo 4790- . _ _ a Qw _ EXCAVATION PRIOR TO START OF ANY SEWER PIPE_INSTALLATION. LOWER + n + +�� 1 0 a �n�" 4790 °r° f I + WATER MAIN IF NECESSARY AS DIRECTED BY ENGINEER. v�i m< n< 'D 0 ��nn ;o Iz SEE;COB STD. DWG. NO. 2660-11 d N a W " i wz rnz V1 - N wz < Ufa)am� N IL 4S= r za N O n. O D WING m 0 PROJECT N0. 4780 I 4780 anfO Nma ✓ai Oa Oa Oa Od Ovaj Nraj dra.j -nh nP7 3m/j PIj m0a OYa Maa' 'vaO haa nva aa uaOl l m}Y- _■Y1� na ra` ma maa na IOa� m� YQl YfQI � Nvoi OO A wn.D T9 SHETGNUMB NUMBER O 10 'M � W!0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 DRAWN NUMBER m m m m m m 0 0 0 mi m m m m m m w m w 0 D m m m W- 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 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 $�UZ ADJUST HYDRANT AND VALVE BOX TO NEW GRADEScoi >a PROP. RIM =44803.22 Oro"fiCh 1 N.E4TNA sl 1-BN.TCLxA EXSREPIT,N SSMI+ EEEIWBAB �� EXST �•3 OU ---- -- s -- -- -- - SEE SH ET S- REPLACE EXISTING SSMH STA.EXST. 10 T RT N 27 SEE SHEET S-5 CONNECT 0 EXST. 10N D.I.P. ADJUST HYDRANT AND INSTALL 10"x8' TAPPING TEE VALVE BOX TO NEW GRADE STA. 63+84, 41' LT --- AND 8' GATE VALVE EXST. RIM = 4803-54 2 �=a yl�r; NEW SSMH INSTALL 8" D.I.P. END CAP SEE SHEEP S-3 PROP. RIM = 4802.81 F.L-4796.32 (A.B.)RT 1Sttt Ate. Ay STA. 58+93, / •' u 3 N' 1 N.ESTM INSTALL�' WAT SERVICE F.L.-4797.41 (A.O.) _ 5M„ T6 - - WEST BABCOCK STREET ;�CMP - _ - -- - U 1 w O a w rn 1wa III a1 q rn J - _ N IFL - Try '[�.- --- -- --} p - - _ p p p J O t W •= �t • t • • •Rl 8 O 8 O O 18 MP ° 9TA. 58+14. 9' RT STA. 62+05. 6' RT N o F�DJUST VALVE BOX TO STA. 59+51. 9" RT ADJUST VALVE BOX TO STA. 63+84, 8' RT IyUTCH NEW STREET GRADEI CONNECT TO EXST. 10" D.I.P. MATCH NEW STREET GRADE HXST. RIM = 4804.17 INSTALL 10"x8" TAPPING TEE EXST. RIM = 4803.81 CONNECT TO EXST. IN D.I.P. Qg PROP. RIM = 4504.12 PROP. RIM = 4803.28 INSTALL GATE TAPPING TEE IF = 4796.E AND 8" GATE VALVE AND 8' GATE VALVE • NN11 STA. 59+51. 41' RT OCK IF - 4796.8 teil 51RaOC I R M EXISTING 4803i5g 10508 INSTALL .. . 1y. STA. 61+97. 41' RT ?INN MpN i ZT E A8C E0 MID-SECTION CENTER LINE 300 B I INV W = 4707.7 K INSTALL 2" CORP W COPPER E3 / Ap'[' E / INSTALL 8" D.I.P. END CAP INV S = 4717.8 3 BABCOC EXTENDED TO THE SURFACE INSTALL 2" CORP W/COPPER V OCF. �'�^ W. FOR AIR RELEASE. SAMPLING, EXTENDED TO THE SURFACE FOR EB Fo- a II I E BCOt`K E , 5 & BLOWOFF. COPPER TO BE AIR RELEASE, SAMPLING & BL BB1�p.M Il q.BA FFt 4E REMOVED AFTER TESTING. COPPER TO BE REMOVED AFTER STING. E301 N E50 T F.L-4795.73 (A.B.) F.L-4797.10 (AA.) " �m 9� FIRE HYDRANT - CONTROL ELEVATIONS (A.B.) STAKING COORDINATES TABLE DESCRIPTION ELEV. LOCATION LOCATION STATION NORTHING FASTING $ BM "716" 68 4797.16 FIRE HYDRANT Arrow Bolt N.E CORNER OF YELLOWSTONE & W. BABCOCK CL W. BABCOCK/CL STA. ST. 57+23 7366.27 9691.31 BM "M" 4799.4 FIRE HYDRANT Arrow Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK CL W. BABCOCK/CL 24TH ST. 58+15.64 7360.72 10083.1 8 BM "S" 4800.32 FIRE HYDRANT Arrow Bolt N.W. CORNER OF SHERIDAN & W. BABCOCK CL W. BABCOCK/CL STA. 6 62+15.64 7354.56 10517.59 �a BM 'F" 4803.21 FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK CL W. BABCOCK/CL STA. 88+50 66+50 7354.5E 10517.59 ►-�I= BM "P" 4803.1 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BABCOCK HORIZONTAL SCALE W e BM "W" 4803.89 FlRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK 50 25 0 50 BM "MG-1" 4804.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF MICHAEL GROVE & W. BABCOCK � )' BM -WESTERN' 4807.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY & B BABCOCK RECORD DRAWING /-. r BM "WESTERN" 4807.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. BABCOCK < BM "N25" 4806.05 FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 25th & W. BA13COCK R£ BM "N24" 4805.66 FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 24th & W. BABCOCK _- 8 TBM "20" 4809.08 FIRE HYDRANT N.W. Boll N. SIDE OF BABCOCK ACROSS FROM PIZZA HUT WEST BABCOCK STREET 4820 o � o ag,s 481E a z E _ - z0 4810 m I I I aeon w _ w . _4805 CC u Q - - - - - F- z z g - - - - - - - - - - - - - - - - - - - - _ V) g w CL 4800 �z r �O ol l 51°RM MAINTAIN MINIMUM 6" U ~ i 4800 SEPARATION BETWEEN O J O I I O O 'wl} WATER & SEWER MAINS _ - m + Q � v - -- 10 WI'. -- - - - - -- 4795 m w ��MAINTAIN MINIMUM 6" 4795 s SEPARATION BETWEEN cr 3 N U WATER & SEWER MAINS o w 0b+� �w ~ xI 4790 0 4790 +:,. oi wadr < y=;wZZ �^-" 4785 w CA O m 4785 a W CONTRACTOR TO FIELD VERIFY WATER/SEWER MAIN ELEVATIONS BY EXPLORATORY EXCAVATION PRIOR TO START OF,ANY SEWER ,PIPE INSTALLATION. LOW�R c WATER MAIN IF NECESSARY AS DIRECTED BY ENGINEER. PR0.IEGT uo. 4780 0417,039 u SEE COB STD. DWG. NO. 2660-11 ' - SHEET NUMBER 478012 Mn O n O m t0 b t0 Yl N Oi m m r TO h m 01 N Ml < N 10 10 Ul (] r IS N DRAWING NUMBER mO O O O O O O O O O O Om mm mO O O O O O O O O O m a a a c a a a < a < e < a e a e e a e < a a + a ♦ a a < a a < a v W- 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 64+50 65+00 65+50 mom RECORD DRAWING =w Z�p� Np L S V.0 ao m W 00 �i EXMTING WATER VALVE 4 B 6 a II TCOS t 369IS R �A 3315 W 6ABCi ^2�` W'o IE 4789.E �i Q% "Z3 e EXISTING WATER VALVE Cli O AN P�'CE NEW 48" SSMH, STA 24+93 � _ 1YG" j11i �ti1 i`11�t1:�1- x EM= 4789.759 NEg1pAN p1l` 165x�p ADJUST O RIM ELEV_AS NECESSHS� 116 PROP. RIM = 4799.47 STA. 28+08, 41' LT ]I SS I TALL 4" SS SERVICE EXISTING WATER VALVE EXST. MH-KO422 WEST BABCOCK STREET JEMTIN479996 VALVE SW,F.��M RIME% 47900 F..13X (A.32 i = 4790.7 1t' SiDPE-3.13x (0.8J "m _ N >y y N N N 0- --------------- - O 8 -- - o EXST. MH-KO420 EXST. MH-JO545 z IXSi. MH-K0467 0 EXST. MH-K0421 STA.19+78 STA 26+29 STA 28+29, 3' LT STA.17+46, 1'RT ADJUST RIM ELEV. EXST. MH-K0466 ADJUST RIM ELEV. ADJUST RIM ELEV. ADJUST RIM ELEV. EXST. GRADE RINGS = 2" STA 22+28, 1' LI XST. GRADE RINGS - 0" EXST. GRADE RINGS = 4" 15+20, 48' RT EXST. GRADE RINGS = 8" PROP. RIM = 4798.04 REPLACE EXISTING 48" SSMH PROP. RIM - 4800.55 PROP- RIM = 4801.13 STA. 22+28. 53' RT ;w p STA INSTAib+iA;-fid=-i PROP. RIM = 4796.74 _,.v1C�01 INSTALL 53 LF OF B" PVC STA. 4+93, 53' Ri EXISTING WATER VALVE Cq At N "' a F.L-4767.715 SERVICE SE71aj4p15"" SEWER O 1.07LF.L-4790.09 PpFF B PVC SEWER O 1.0 RIM E=-48090.3 INSTALL 4' SS SERVICCEE C11C1 T NBpOy1S1pN SLOPE-2.43X (A.B.) SLOPE-1.00R (0.B.) POO, W/ ENO CAP 4i SLOPE 2.00S.1(A.B.)4B Su F.L-4792.12 (0.8.) BAgG� 3416 W o; •--�6 ;: MID-SECTION/CENTER LINE l a O w STAKING COORDINATES TABLE FIRE HYDRANT - CONTROL ELEVATIONS A.B. NOTE: 1s MINIMUM STANDARD SANITARY LINE SLOPE - 2.DOR. LOCATION STATION NORTHING EASTING HORIZONTAL SCALE DESCRIPTION ELEV. LOCATION IN CASES WHERE EXISTING U.G. UTILITIES WERE FOUND TO BE IN CONFLICT & CL W. BABCOCK/CL STA- 18+00 16+00.00 7441.10 5468.41 50 25 0 50 BM "716" 4797.16 FIRE HYDRANT Arrow Bolt N.E CORNER OF YELLOWSTONE & W. BABCOCK WITH A PROPOSED SERVICE LINE, THE A.B. SLOPE WAS ADJUSTED FOR CLEARANCE. BM "M" 4799.42 FIRE HYDRANT Arrow Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK CL W. BABCOCK/CL MEAGHER AVE. 18+40.02 7434.43 5708.34 ^ BM "S" 4800.32 FIRE HYDRANT Arrow Bolt N.W. CORNER OF SHERIDAN & W. BABCOCK CL W. BABCOCK/CL SHERIDAN AVE. 22+30.01 7423.58 6098.17 BM "F" 4803.21 FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK CL W. BABCOCK/CL FOWLER AVE. 26+75.01 7411.20 6543.00 BM "P" 4803.13 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BABCOCK CL HORIZONTAL GRADE BREAK 27+00.01 7410.51 6567.99 BM "W" 4803.89 FIRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK BM 'MG-1" 4804.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF MICHAEL GROVE & W. BABCOCK M *WESTERN' 4807.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY & B BABCOCK WEST BABCOCK STREET BM "WESTERN" 4807.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. BABCOCK BM "N25" 4806.05 FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 25th & W. BABCOCK 4815 16 BM "N24" 4805.66 FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 24th & W. BABCOCK - 4815 TBM '20" 4809.08 FIRE HYDRANT N.W. Bolt N. SIDE OF BABCOCK ACROSS FROM PIZZA HUT p 4810 4810 < 10 - - -- - - - - MOFlDIFlED CL (A.B.) 'n - o- (ADJUSTED UP TO ACCOMODATE EXISTING FIBER DUCT BANK) N u Q m 4805 1ti N N m o M N m oa #O --N 4805 H n NI�h�n N acorn -n _ - x� ?GO yen R -I n.a2a. .4Z+m II 11 3 II 11 3 O - �Y > a� � PROPOSDCL 4900 w48DO z or0 _+ EXISTING GROUND >> x1. >> Z LLJ n 4aW z z w ¢ZZ2 wlntt z - J O z � - + o X�� » _ ]� - - - - w w of z z EST. 110 LF (n d N 0 4795 - - - - _ -. F 8"PVC 4795 Y >- O ' EXST. I s6 LF OF 8" . XST. 2 LF OF 8" PVC O 0.31 O 0,52% U 1-- 1-- v -�VD {i=7 O 00 MAINTAIN MINIMUM 18" - 0-4C - NSEPARATION BETWEEN LL m O + 4790 - WATER TI SEWER MAINS - _- EXST. 265 LF40F 8" eYC P - - Q - EXS 751 LF OF 6" PVG 6 0�35 a790 m 3 + E ST. 253 LF OF 8" PVC 0.54R MAINTAIN MINIMUM 18" w Q o - n SEPARATION BETWEEN +'rq i N N a EXST. 45 IF of B' PVC O 0.54R N m m Q WATER & SEWER MAINS r l/7 m o 4785 4785 � ^rUy�jY 13 NrnY II p3 III ti m0_K _ ZN41 WR Zzy>W I%1H N m O 4780 >>> 3 <�>>> 4780 z 80 + `o zmo:zzz Z�wwzzz I N O a < m 1 I PROJECT N0. 4775 O p O O O O pp 8775 0417.039 m m m m m Gp m OaOs u<Ym +a �as + a a a a a a d a+ a SHEET NJMBER T nO n m or m p T N 6 O OOWO o,0g wsri p mn^ Ns � � - � q m m G0 DRAWING NUMBE lo C 1 T Y ? J- 1 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 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29- Z 000 RECORD DRAWING = a o o CONTRACTOR TO FIELD VERIFY LOCATION AND I I I a8� 0 ELEVATION OF EXISTING SEWER SERVICE BY �� EXPLORATORY EXCAVATION PRIOR TO STORM I I NEW WATER VALVE La, 0 DRAIN INSTALLATION. STORM DRAIN DESIGN SEE SHEET W-2 I MAY BE ADJUSTED TO ACCOMODATE EXISTING K �F I _ SEWER SE gICCK DIRECTED 8T ENGINEER. }1j5W�gC� 11p5« 0coc" "25a gAgC I I 1gt1A ) 1 ON = a3321/' NEW WATER VALVE 1 gl B NEW WATER VALVE I I II LACK I sl SEE SHEET W-2 1}U EXST. MH-J0546 SEE SHEET W-2 I EXISTING WATER VALVE Lp1�p1W Sul, RIM = 4802.39 EXISTING WATER VALVE lL MH-JO536 P STA. 32+13. 5' LT ..r[ IE = 4791.5 I p S �_ REPLACE EXST. 48' MH Gam" RIM = 4802.33 STA 41+68. 3' L7 A_�nG1L ;jlgty g� I �Q� I IE = 4793.2 IUST �XB)T. 48" MH )115N 5 STA. 32+65, 41' LT I I EXST. MH-JO535 I 40+01 I v STA. 31+68, 41' LT INSTALL 4' SS SERVICE STA ADJUST RI 4' V. LT m INSTALL 4" SS SERVICE 4 STA.i6rt+4, 48' R F.L�4798.28 ADJUST RIM ELEV. NSTALL 4" SS SERVICE ZSTA33, 6' LT EXST. GRADE RINGS = 0" F.L�4798.58 F.L-4796.46 SLOPE�1.3S>< B.) _ NEW MH PROP. RIM = 4802.17 -_ yy noc�21]�_(�) SLOPE-2.2= (AAL) - - - - - - c of= m u Ill + -� + z T ob EXST. MH-JOS48EXST. MH TA 36+91. 8' LTSTA 29+40. 3' LT DJUST RIM ELEV.ADJUST RIM ELEV. EXISTING WATER VALVE ADE RINGS = 2' MID-SECTION CENTER LINE EXISTING WATER VAI ExRIM8 / RIM = 4802.53 ISTA. 41+11, 41' RT RIM = 4800.00 gA1/EXST. GRADE RINGS 4' STA. 30+88. 53' RT IE = 47892 STA. 37f 9, 53' RT INSTALL 4' 11 SERVICE 1� IE = 4794.1 qI PROP. RIM 4800.20 INSTALL 4" SS SERVICE ( INSTALL 4"ISS SERVICELL, 71V i TEXISTING WATER VALVE FSTALL 4" S STA. 35+31, 40' RT�tAG ply17 -RIM = 4800.21INSTALL 46 LF OF 8" PVCXISTING WATER v,- F.L-4799.18 Ag N1F.L-4798.,Ca5gAYAN ptYtsp IE = 4790.9 SLOPEK1.021f (A.B.) RAA TIN4797T53 VALVE SEWER O 1.0% /END CAPIM = 4802.25 SLOPE=2.ODz (A.B.)31M Yy.9 G I 10600 SLOPE-2.001,'�IfN'88) " �� Spg W g�GpGK IaW g�GOC IE = 4789.2 ?Otto1g1AEo SL 4 00% (A.B.) I IE = 4791.E N,IL,PA IaNF. 531a 3 AP 1n1ow 1� 1-t Y FIRE HYDRANT - CONTROL ELEVATIONS (A.B.) O�j Y` DESCRIPTION ELEV. LOCATION STAKING COORDINATES TABLE � � m BM `716" 4797.16 FIRE HYDRANT Arrow Bolt N.E CORNER OF YELLOWSTONE & W. BABCOCK LOCATION STATION NORTHING FASTING R i BM "M" 4799.42 FIRE HYDRANT Arrow Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK BM "S" 4800.32 FIRE HYDRANT Arrow Bolt N.W. CORNER OF SHERIDAN & W. BABCOCK CL HORIZONTAL GRADEBLEAK 27+31.01 74 5.81 6899.81 HORIZONTAL SCALE ►•-4 BM "1'" 4803.21 FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK NOTE: CL W. BABCOCK/CL VALLEY DR 30+31.86 7405.81 6899.81 50 25 0 Sr! MINIMUM STANDARD SANITARY LINE SLOPE 2.00X. CL W. BABCOCK/CL WILDA LN 35+26.97 7398.80 7394.88 •^ BM 'P" 4803.13 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BABCOCK IN CASES WHERE EXISTING U.G. UTILITIES WERE FOUND TO BE IN CONFLICT CL W. BABCOCK/CL MERIWETHER LN. 37+26.66 7395.97 7594.54 BM "W" 4803.89 FIRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK WITH A PROPOSED SERVICE LINE, THE A.B. SLOPE WAS ADJUSTED FOR CLEARANCE. CL W.BAB000K/CL MICHEAL GROVE 41+91.38 7389.39 8059.22 O 8 BM "MG-1" 4804.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF MICHAEL GROVE & W. BABCOCK BM 'HW" 4804.flFIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY & W. BABCOCKBM "WESTERN" 4807. FIRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. BABCOCKBM "N25" 4806. FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 25th & W. BABCOCKBM "N24" 4805. FIRE HYDRANT Avow Boll N.W. CORNER OF N. 24th & W. BABCOCK TBM "20" 4809_08 FIRE HYDRANT N.W. Bolt N. SIDE OF BABCOCK ACROSS FROM PIZZA HUT WEST BABCOCK STREET 1815 4815 � Nn � 4810nn.. 4810 a 10 _ + "w N`- c m n N MORDIFIEO CL (A.B.) += m 3 ~ i Q r� 3F N z z p I'"r p ;^ (ADJUSTED UP TO ACCOMODATE r 0 4805 _ -i j N r EXISTING FIBER DUCT BANK) u, �+< >> 2 4805 H I x _? - n z EXISTING GROUND x r 2 '° z z z z - - -- - -- -- - Z w"-- m '^ z z w-O PROPOSED CL - _ T rn rra _ - - - - Z 4800 _ - i-- - - - J MAINTAIN MINIMUM 18 SEPARATION 4800 W BETWEEN WATER MAIN & N 00 EXST. 199 LF OF PVC O 0.36% SEWER MAIN STUB EXST Z LxS f. 278 F OF 8' PV O 0:22% 318 LF OF -. h - + EX. 110 L .. t0" N Q M 0 4795 OF 8"PV PVC_ O 0.41 - - w PVC O 0.- J O 0.52 EXST. 2�3 LF OF - -- _ L1 _____ ._ - a INSTALL 320.LF 8' PVC O 0.40% o 5 I 4795 U 1n ;o w U LWi ^g8 Iv �a°n°�o uwi ; r:- J� m 8 : O ♦w O �vl W ro o A N +v I I ±V1 m n16 Z . m N4790N0 16 QN 4790 w3W J , e + m+ 0 m m nJ x N W 2 n Z yN awZ OWm o FQ- N+ L'i w4785 3 _. - 4785 _ a N --4780 f - 41 41 _ - 4780 w O O m ,� W b N d h in V 'm m ,m O N Nl .� �p n m ,p, O V o a �n io m m 0 _ N n a �n u �n m iN n w n m to n W De N < t0 n m 'm ;i� m mMO Nm m nO 10md irl Od <0d n Oa{{{ m Od Os mOa m dOaD n<mOd <�m`]`,+a�]'' n md+i ma�0m�ma♦pj I0ma n mOa om{a Ov)mYa F�a 1�re{p. a amp tdp 0d m ta0 md r0< na ao<o m O N N nm{md �D j� tDN tD<O tph NNd Na BOO mNa m nd O aa Na d mN O N a {a d a M 0{{{a PROJECT NO. 0 o 0 0 0 0 0 0 0 90 m p 0417.039 0 0 0 0 o o 0 0 0 0 o o o 477; NMB R R0 S4111 NU Q 8 mO 06 m m a O 0 0 0 0 000 0 aO m 0 DRAYNG EQ � 29+00 29+5 30 +50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 3550 36 37+00 37+5 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42 +00 C-2 I ON m;o MH-J0414 D '>� RECORD DRAWING = j INSTALL 60" MH STA 46+99. 7' LT tWS �It µE YA K ami? STA. 44+87, 42' LT REL.PACE EXST. µf,ADL�; OW 1LE O OC SEE SHEET S-5 FOR MH W/60' MH OOD µE PA µDH gA8 i�oo H� PLAN & PROFILE I G1,1''0 I'D 1629W Za aow �o J I STA 47+32, 41' LT IAOB =o.5 ou RWA7 INSTALL 47 LF OF a' PVC cT,rvu WATER VALVE Vv RIM = 4803.62 �' EXISTING WATER VALVE ¢as z S HtIHt OCK SEWER O 1.OX w/END CAP 0 WEST BABCOCK STREET RIM = 4805.54 16 MH-J04+ A6G SLOK-94.74 L = 4796.0 _ STA i5 m 61, 111' ;-53+74. JE' LT_acWAy I STA. 44+87, . LT 11j3W'g �EXISTING T�� RIM -C WATER VALVE n INSTALL 4" IF = 4798.1 R ALVE RIM = 4803.25 ^. REPLACE EAST. SS SERVICE yy' K H -RIM = 4804.13 E = 4796.5 36' LT 1919 HOC 11S 48" MH w/60" STANDARD / IF = 4798.0 STA. 52+49. 44'k:- M LT F,L-4779ggy,�"t OCK Z a W W STA 43+13, 3' LT DROP MH. COB. #02730-5 EX. MH-J0417 NSTALL 4" .'•&X (A.B.) gA6L STA. 52+51 "J-;;- 1INUMlm NEW�M �B•) NEW 15" SS MAIN EXISTING WATER VALVE I I I -- TO BE COMPLETELYRE OVED SS SERVICE INSTALL a` 160 EXST. MH-10509 I L 7t W SEE SHEE� S-5 -RIM 4804.Ot F.L�4799.28 SS SERVICE STA 54+43 55+82, 32,5' LTI EXISTING WATER VALVE I A g 4 IF = a798.0 RIM = 4803.39 SLOPE-2.00x (AB.) F.L-4799.28 ADJUST RIM ELEV. - STA. T _ _ _ EAST. GRADE RINGS = 0" INSTALL 4" 3 h 796 - �. I SLOPE�2.007i (AB.) PROP. RIM = 4805.75 SS SERVICE - ��A"a...•.•••••�= -_ - . rz - - - - _• � F L 4800 25 ai _ -- --- ---- - - - - - _ _ - - - SflnlG WUTE�ddt ro e72 -E COMPLETELYJO41 - - - _ExISLN�S RIM 4803.14 - -- - - -_ - REMOVED TO BE CONNECTED G a a IF = 4794.8 _ -= TO NEW SSMH STA. 55+53, 41' RT ( & N `1tit. INSTALL 60' MH-J0415 (A) EX. MH-JOa16��t` INSTALL 6" o / U STA 46+98, 37' RT TO BE COMPLETELY MH-J0555 I SS SERVICE FL-4797 33, SLOPE-2. •) I EXISTING 12" SS AWN EX. MH-JO566 REMOVED STA. 52+19, 26' F" STA 55+55, 41' RT ` TO BE CONNECTED TO BE COMPLETELY INSTALL 48- MH-J0416 (A) REPLACE EXST. 48"' INSTALL 4" g 11,i WATER VALVE TO NEW SSMH �AAY REMOVED STA 48+47, 3T Ri I SS SERVICE FLr4797.42, .73X (AB) ( N11,8 = INSTALL 48" MH-J0417 A J STA. 56+47, 41' RT W � OC9 I 1y1 RIM = 4803,18 O� EXISTING B" SS MAINS O STA. 54+08, 41''RT IE = 4194.1 101 TO BE CONNECTED STA. 51+79. 37' RT INSTALL''4' INSTALL 4" 6AA86LCOCK W� + STA. 43+13, 32.5' Rr INSTALL 48" MH-J0566 (A) TO NEW SSMH'S SS SERVICE Oct SS SERVICE FL�4y16L'OPE�2.731L AB. INSTALLED 36 LF OF STA 47+49, 37' RT A 0� F.L-4790.12 STA. 56+50, 41' RT 1y ( ) II`I i u j a 8% SEWER O 1.5X O6CAT µoµEPA EnISi,NRIMA=E480409 SLOPE-2.00X (A.B.) 16p4W INSTALL a" I I A F.L. - 4796.37 (A.&)END CAP BAOgt1,K IF = 4796.7 0� W OCK SS SERVICE 11 N 4_ 6 FL-4795.50, SLOK-2.73% (AB.) 1y10 FIRE HYDRANT - CONTROL ELEVATIONS (A.B.) DESCRIPTION LOCATION � o BM '716" 4797.1797.16 FIRE HYDRANT Arrow Bolt N.E CORNER OF YELLOWSTONE & W. BABCOCK BM M. 47 9.42 FIRE HYDRANT tAffoW Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK g BM "S 4803.21 FIRE HYDRANT Arrow Bolt N.W. CORNER DF SHERIDAN & W. 13COCKBABCOCK STAKING COORDINATES TABLE HORIZONTAL SCALE Q'-.� B� BM "F' 4803.21 FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK NOTE' BM "P" 4803.13 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BA(COCK MINIMUM STANDARD SANITARY LINE SLOPE 2.00%. LOCATION STATION NORTHING FASTING 50 25 BM "W" 4803.89 FIRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK IN CASES WHERE EXISTING U.G. UTILITIES WERE FOUND TO BE IN CONFLICT CL W. BABCOCK/CL HUNTERS WAY 44+86.37 7385.21 8354.18 BM "MG-1' 4804.59 FIRE HYDRANT Arrow Boll N.W. CORNER OF MICHAEL GROVE & W. BABCOCK WfTH A PROPOSED SERVICELINE, THE A.B. SLOPE WAS ADJUSTED FOR CLEARANCE. CL W. BABCOCK/CL SUNLIGHT AVE. 51+14.01 7376.32 8981.76 =M "HW' 4804.77 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY & W. BABCOCK CL W. BABCOCK/CL WESTERN DR. 55+11.14 7370.69 9378.85 S' BM 'WESTERN" 4807.59 RRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. BABCOCK S BM "N25" 4806.05 FIRE HYDRANT jArrow Boll N.W. CORNER OF N. 25th & W. BABCOCK BM "N24" 4805.66 I FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 24th & W. BABCOCK TBM '20" 4809.08 FIRE HYDRANT N.W. Bolt N. SIDE OF BABCOCK ACROSS FROM PIZZA HUT WEST BABCOCK STREET 4820 4820 W m 4815 � d EI a f +I4. 4815 - w n I ti �,-,.�.-" '°arn -No�y, ,oN rn Ncv ¢ �.- � •• _ooe m h n n MOF101FlED CL AB. o 0 4810 o"t vmo,o, moavr. �Os ( ) ornay. - -- J m<:.�:-� 3 i a°ioa A.x. - „t m< ° + „i n'r q o v o w�_ (ADJUSTED UP TO AGCOMODATE 1 J AI II M II b N �• b W _ 11 �_ _ - m 1+ r ` +I _ n+ n I EXISTING FIBER m0 - = f II 3 ut 1- 7 Z ? 3 4810 H N I z--0 X »> x<Y�/» a w O w z EXISTING GROUND �'�Z '�W PROPOSED CL - WZO chi 4805 "�_ Zz2z zZz w�� ' ^ a» ALONG ROAD CL %:5��?• crtic� - wQ?z� :Y Z z - C - - _ 4805 L�.J EXISTING GROUND Of Z 4800 _ - - --- - I ALONG SS CIL I O N Q O 3 1 - - -- CONTRACTOR TO FIE _VERIFY WA R SEWER N a r- N � L}L! TE / AW ELEVATIONS BY 1 EXPLORATORY EXCAVATION PRIOR TO START 480 E tCS OF ANY SEWER PIPE o l t'r-� INSTALLATION. LOWER WATER MAIN IF NECESSARY AS DIRECTED m - C U O +0 44 X lAyT -?" PVC E%5T. 10 LF t2" m BY ENGINEER. SEE COB STD.'DWG. NO. 2660-11 �m m 1 - E%S - 5 LF OF 0' PVC O 23% _ 0 � 0 3 Dr �0'-P # _ I 3.0.309. INSTALL 9 0 LF�2" m j o°m INSTAL 332 C_Pvr O n 9 7m ro o n r -- - � O 4795 EAST 8 LF _ - _ 10 z YC-O 0.T __ m - --212 LF 1 I P VC O 0.37 - - - m.• _ F QF:O r Y,-. - - - - ? - - - _ " O _- m O �+ OMX (A.B. ALL n r F + I N_m INST 212 LF t5' PVC O^.3 INSTALL ri n 1 PVC O ) ^.-.42 LF n ,��o �- 0 �j'nLLJ 0 51 LF PVC O+&P81F0 ��ppD +1 MAINTAIN MINIMUM 6" o "'PVC IIpp ^+ w o:O 5 5 > Sci' 5' ¢ 4"/95 m 3 Ix J m rn a♦ r� M yL+ SEPARATION BETWEEN a 0.24x 7X+♦ �' > a0 0: N b o: o n `r "'W O ri 0 a 0 ♦ j 12" PVC N ap m t`3 WATER SEWER MAINS 'a v M r i3 w N N N n n cavil N n N ~ c O 4790 v0 m-a o o+ N� + p^.0�46'16 1 1 a w N (n K �vvN 4 0 nl�♦' w vl ♦ +< n,o tee+ a + + W J nut_n: III��m m 0.225 pa • n <~ ut tO rn �.Fp o ,n ,� o a v N N II rj ri^�. I <J NNf11♦ f O� -- _ NN rn I+1}J + + <oJ..�m J > 2 A Vt 2 r p^v rn^n m a+ <~ W Y,n ~^ < N II 3 n ++ N q < - --�.. ,n 4-,n F <F< f��i '.W N ,.t •> P. N Q M ♦ n W 11 Y +~ J n N J N< J N N J 479[1 Gi 2'r�Z2w o^=n �♦♦.� v an��M vPm •l✓� .�0�1 I + .�. - orn r �19 ft•3 vNi� �+C < < v Ot 11 rl+ n W N r- 1 W 1h F- < to < < F to F V- = l ut+ a+ Nl l p q♦1 u� ♦^I S m u n 1 3 S N J < <I- F Z Z - z N£In z W N 1� N O 1 J Z 2 I + N W Vl F 2 N W Z 2 O r 0 Vl - N- 0 z VI z - - N 4785 yt�2 Z,Z S +.3ZZ_Z_'OI i t+p Nut aw; I } N 11 3 w r ,nJ2= N -W1WNT= IVJ`iW1A-�ZZZ II W--O. ZV1K='Z�Z 4 w0 �»» �< =.o ] Z WZZ� z �_-- Hof»-7 N V Z�.NKZZZZ W1~itCZ ZZ;�W2Z0 In Fr Tt ZI~nKZ22 -- -_ _- _ o co p 'n art "m Ito n <3 z i z vt rc zz z h b,. m m l0 O N n N S 3 N2' 4n N y�� '7 Ot n� d --� _ 4780 n n 4 a a s ,ri ,ui �� I 7O z < `o I W n 'm rn O Y I•N� h - 0 0 0 0 0 0 0 O.� o o '`t n ^f 'vt N a O1 m m (D tD aD opl O o a a v e a _Yl - a I� o p PROJECT NO. o a a� a "f ., e� w .:� m m m m _ . 0 'o 0 - 'o 0 o b 4.%9� N o 0 0 0$t o Nyy a ogQQ vt o n o o na o + a a a a� a o4tT.o39 O 10 W + a d e < < e of w m o n n a0 ao n v n n n R n y SHEET NUMBER ri "'i +i "i ri "i •i "i ri "i ri ri ri ri a a < + o a�yt o a � d �$j}.f�$tj� o c < a a o o a a < o o a + < vi vi ui vi vi ro �ti N ,� ui o t 5 0 0 0 0 0 0 0 0 o o �oo oo oo oo � a ��fE � d �< •ai` e m � ♦ °a° � ♦� a � a •' m � � m ro a�oo m m m m m m � m m o m aoo ro aoo m o 6 < < DRAWING NUMBER 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+01 S-3 moo RECORD DRAWING _ o S EX. MH d�! �o w VDU SU STA. 58+25, 67' LT EX. MH41 O ° �< REPLACE EXST. MH s STA. 62+18, 102' LT W/48- MH «I REPLACE EXST. MH e w/48" MH W �a33SEE SHEET S-5 iy^fn, ~ FOR PLAN & PROFILECE AyE' 2 1-a NT4TN Ayb I sQ c.�K 'tea'•. Z N$PA N T�TN SEE SHEET S-5 FOR PLAN & PROFILE 0�'c z WEST BABCOCK STREET ' INSTALL 48" STA. 58+24, 11_LT _f -2E �m o -$ g- - - --- - _ --- --- 0 0 o - J O IL U INSTALL 48" MH EXISTING WATER VALVE o STA. 58+56. 41' RT STA 59+61. 11' LT \ RIM = 48U3-81 � CONTRACTOR TO INSTALL 4' SS SERVICE REMOVE TREE PRIOR iE = 4796.8 1Jf ' STA. 59+61, 41' RT N EXST. MH-10508 ��T �. _ INSTALL 52 LF OF 8' PVC TO SEWER INSTALLATION, pTW_MA z �w[ STA. 57+56 (29'RT) 4. SEWER ® 1.0E w/END CAP TREE REMOVAL INCIDENTAL pT ;}� 8M,W B ADJUST RIM ELEV. IE = 4796.6 F.L:47gg,60 TO SEWER PIPE INSTALLATION. 1�AGE A .s1 EXST. GRADE RINGS - 4' SLOPE-1.00% A.B. 6 0.y ( ) OOC STA. 62+16, 41' RT PROP. RIM 4804.18 �K 025 µ 8AB INSTALL 8' PVC 6R1 'W.1AA z �+i A.B.) I N• 25�q.60C ,4tM .;20 SEWER END CAP T}0 wN�5 i .o t�l SLOPE:2.48E (A.B.) N 53 STAKING COORDINATES TABLE LOCATION STATION NORTHING EASTING 0 W 8 CL W. BABCOCK/CL STA. 57+00 57+00 7368.02 9567.68 &r CL W. BABCOCK/CL 25TH ST. 58+23.64 7366.27 9691.31 Qr' CL W. BABCOCK/CL 24TH ST. 62+15.64 7360.72 10083.27 R N CL W. BABCOCK/CL STA. 66+50 66+50 7354.56 10517.59 HORIZONTAL SCALE _ NOTE: 50 25 0 50 O x MINIMUM STANDARD SANITARY LINE SLOPE 2.00%. z R =.. IN CASES WHERE EXISTING U.G. UTILITIES WERE FOUND TO BE IN CONFLICT J WITH A PROPOSED SERVICE LINE, THE A.B. SLOPE WAS ADJUSTED FOR CLEARANCE. O ❑j'r, 8 WEST BABCOCK STREET aazo aezote h, 4815 FIRE HYDRANT - CONTROL ELEVATIONS (A.B.) a10 DESCRIPTION ELEV. LOCATION o� ^m ,o BM -716" 4797.16 FIRE HYDRANT Arrow Bolt WE CORNER OF YELLOWSTONE & W. BABCOCK '+o n 11 0 BM "M' 4799.42 FIRE HYDRANT Arrow Bolt INTS. SOUTH SIDE OF MEAGHER & W. BABCOCK z m BM *S' 4800.32 FIRE HYDRANT Arrow Bolt N.W. CORNER OF SHERIDAN & W. BABCOCK a 0 o m a MOFIDIFIED CL (A.B.) iO1 a ¢ w 4810 BM 'F- 4803.21 FIRE HYDRANT Arrow Bolt S.W. CORNER OF FOWLER & W. BABCOCK Q D 4810 0 Y i (ADJUSTED 11P TO ACCOMODATE II w BM "P' 4803.13 FIRE HYDRANT Arrow Bolt S.W. CORNER OF POND & W. BABCOCK O » e ; EXISTING FIBER DUCT BANK) a > > > BM "W* 4803.89 FIRE HYDRANT Arrow Bolt S.W. CORNER OF WILDA & W. BABCOCK � EXISTING GROUND a n PROPOSED CL �. W BM 'MG-1' 4804.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF MICHAEL GROVE & W. BABCOCK r w Z'o >m BM 'HW" 4804.77 FIRE HYDRANT Arrow Bolt N.W. CORNER OF HUNTERS WAY & W. BABCOCK � V, 2>'> a a 4805 BM 'WESTERN" 4807.59 FIRE HYDRANT Arrow Bolt N.W. CORNER OF WESTERN & W. BABCOCK LLJ 4805 - A! Z' _ L1.A - _ J BM "N25' 4806.05 FIRE HYDRANT Arrow Boll N.W. CORNER OF N. 25th & W. BABCOCK Lil 0 - - - - - _ _ _ _ - - - - - - - BM �N24' 4805.66 FIRE HYDRANT Arrow Bolt N.W. CORNER OF N. 24th & W. BABCOCK - - - - - - TBM '20' 4809.08 FIRE HYDRANT N.W. BoK N. SIDE OF BABCOCK, ACROSS FROM PIZZA HUT Z m o (n g w t 0 4800 E.X. 313 LF 4800 Y O U nF 10'PVC' a O w o 02315 I m ry�� MAINTAIN MINIMUM 6" m z:) SEPARATION BETWEEN Q Ckf a WATER & SEWER MAINS 4795 cn w m 4795 - 3 Q CONTRACTOR TO FIELD VERIFY WATER/SEWER MAIN ELEVATIONS BY EXPLORATORY I-- w N EXCAVATION PRIOR TO START OF ANY SEWER PIPE INSTALLATION. LOWER cn o j Z J ^< WATER IN IF NECESSARY AS DIRECTED BY ENGINEER. LLJ o e S a a SEE COB STD. DWG. No. 2660-11 O 4790 � 4790 m NII Ilz ,l)a< =�wvH m J3 �InW Z0 Z =0 �F W 3''K >> v=i wFmi> N z0rc a; -- 4785 w N 4785 I Zow99 ? D _ _. _ _. _- NO 5 a - ----ri-mY ° m t` � a a r�*a ma �a ha a c a �--vO Of aa ma v O< --me_'J n n mm<n n-rfl ma nf O<l lne �r Na f M°<°I n+ -<e--,♦� ,a!1;�w---ma-�nm nm Ne�- Nmy r��'I ma Ir�m1 mn � Q 16T NOo m 4780 o4tzoJB♦ N I� N r n o c mo 0 0 4700 0 0 m0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 10 0 m m m m m m m SHEET NUMB E R 0 DRAWING NUMBER m .0ma m a oO mm i a S-4 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 64+50 65+00 65+50 RECORD DRAWING U Cf GG t Ls I j aew I I'I EXISTING WATER VALVE �� flAo $` I EXISTING WATER VALVE + I RIM = 4804.17 9 i� 0 —RIM = 4803.14 IE = 4796-6 ~max ''6 IE = 4794.lj I e til II )as STA 0+67_ I REPLACE EXST. 48" MH NEW WATER VALVE STA JO 03.04, 0.15 RT INSTALL 60" I SEE SHEET W-4 �J STA. CE ST. 4 MH-J0414 REPLACE EXST. 48" MH r coGn I REPLACE EXST. DROP SSMH MH-J0415 (A) STA. 0+00 w/60" STANDARD DROP MH- STA. 0+43.21 RELPACE EXST. MH I COB 002730-5 W/60" MH 00 '9S STA. -0+41 z ? I INSTALL END CAP INSTALL 60" MH EX. MH-J0415 w N. 24th AVa STA. 0+42 TO BE COMPLETELY W REMOVED lS7MAS FAY EXISTING WATER VALVE e s OR £ RIM = 4804.15 _ • STA 0+11 B I i 00 1.6 INSTALL NEW MH - - y6R yt3 E = a7sB.o I t6 1. o s11 \`EXI571NG WATER VALVE NEW WATER VALVE I RIM = 4803.81 EXISTING WATER VALVE SEE SHEET W-3 IE = 4796.8 RIM = 4803,18 IE = 4794.E -- q I EXISTING WATER VALVE d RIM = 4804.01 IE = 4000) STAKING COORDINATES TABLE g LOCATION STATION NORTHING EASTING VaL CL W. BABCOCK/CL HUNTERS WAY 44+06.37 7385.21 8354.18 pe w 12 a . ' w 00 09 I CL W. BABCOCK/CL 25TH ST. 58+23.64 7366.27 9691.31 w i - CL W. BABCOCK/CL 24TH ST. 62+15.64 7360.72 10083.27 W z 1 —VHANS NAY 5= gg HORIZONTAL SCALE U R HUNTERS WAY W. BABCOCK N-S N. 25TH N. 24TH 50 25 0 50 z 4820 4820 4820 _1 4820 4820 -- 41120 4820 4820 & Zm Q J; 7)m Y U 4815 ; 4815 4815 _ n 3 4815 4815 1 o 3 xi w 4815 4815 U 4815 r1 nn1D«i Inv^a �' rvY m Fcn N j-,Jj •�x rjgn�^f 0,O a A.-.p z...f nv 3 N3 Ova O faa^I INO�a 4.11Z�vO�Of f,-. x lay p -naYcj u z o * o3 4810 1 +W_ rn� N u3 4810 4610 J a 4104810 i ij �4810 - -- _ "' .:�•c' o r;pdOw Z Z ,K Va-,¢-�> v�0�1, JON♦ I V ddm� >»i wv n6;Z4 -k » nN� mo u r r m Z 1 <_ zzzz wLnln�zzz =� a o d IW rn(nmo: _ �o+mJ �+Nu� ss 4805 4805 4805 4805 4805 4+ 4805 4805 "W o - 4805 - - --- _ - -- -- Q 'g > - - SIDRM — -- E - _ � I -A_I � Q 4800 - 4800 4800 4800 _ z r�ku' 4800 4800 4800 Q N 0 4800 - z L Et' 0 V 31 N 12" PV INSTALL 0 ra 3[I. 56 LF B. F- Z no 4795 4795 4795 4795 4795 O 0 4795.__ 4795 6l@�?, _ 4795 LLJ p MAINTAIN MINIMUM U�M Q to Tf1 INSTALL ^3 LF p 139 _ 15' PcVC 9.-?•iR 1.32x (A8.) 3,i j BETWEEN WATER (n N u LF m^ ,� a.-1 do SEWER MAINS m d 0 4790 1ST PV 4790 4790 Um,..,,.•,d `"'�N ♦ 4790 Y Z C 4790 4790 4790 4790 O 1.50% _m d m -- --- pea - N 3 F- - n O U /-- to 3 U ?mmf on° Zm m coa�.a..f ZJ p m b (J J e-. <p <f N m U H Z 3 ]UCU.. )m 3Cgn� f Jm ~ 3 fa up++ J"N 001 m zD ]C N 4785 om ; 4785 4785 N r 3 f 'r 4785 4785 3 �'=n n 4785 4785 z I m N a Q o U x O1 3 y,h N Nna� 6 m$^� - 4/85 m L..I p j)<v Kv N V) In In Jmf NN �J666of �Ni. 3« o+ Nf 3 U fP h f _O f wH ti> +N Iv m O g N 3 f 7 f m N 1` �OOmi I I Z f Z�f p f f f Zv 0i Y Z N f 1 Z N N� ;«w m 2Nf _ p oOp o' m rn c"in x+�p 1... A^.-..�.. f +>tnH W HH_ W O� mN OII IOf w �i�+ II 1 �NII MZx{�II IZ VI f/I aC== (n 4780 '�1� ^o f^ 4780 4780 o JJ z =+ x v to r o `�'i J > Z n n O1 N m N z p"g 4780 4780 x+ W.w.~ w-O 4780 47BO 4780 Q N v Oni 010,O f }II Nt. 'iQ<Z>i> W 222 �O J Z « afa�l �p WZj�, Ztn fnKZZZ W< m»>__> 3«w zU)0EZZ 3 m u 1 1 z z N'w&Z I''I I�>> CONTRACTOR TO FIELD VERIFY WATER SEWER MAIN N ELEVATIONS BY EXPLORATORY EXCAVATION w w I + Iw31n�w�<�ii zoo / a tY x =+� zvlm&zz Z n 3 0 J Z 2 2 ut 3 d d w-_-O N3TOR TO START OF ANY SEWER ALLATION OWE TE N1PF w 4775 4775 4775 a775 4775 4775 a775 4775 z>iii g z~N ? ?= NECESSARY-AS DIRECTED-BY ENGINEER. N = o. .SEE COB STD. DWG. NO. 2660-11 U m U O U a 4770 4770 4770 4770 4770 4770 4770 4770 PROJECT No. rn n 0417.039 SHEET NUMBER n nm N� n O a m m o Nf m prf afa 0aNcpj O0 0a0 .0 17N a a ffrj nj NNV 10 $ a 00 mI O N , NTN w o a m 0m poo ow T� moo DRAWNG N VMBER -0+00 0+50 1+00 0+00 0+00 0+50 -0+50 0+00 O+SO 1+00 1+50 S-5 w r RCPA 4`- s C,3-11 1� 15W-A BABCLICK W/ IY7 Z ii W> S 24' RCP p S i�oo OUTLET W/FETS KS --- 27' x 44" RCPA PEA I y �EKPNASE3 - W/FETS au�u o0 SECTION/CENTER LINE aNN OMES I 24' RCP E A' .IIE.RIOA14 VL' F y PLACE II SWEE��Sti OUT 44" RCPA Mo Fa 1"x51" PA �" MH j1y - E� STD. SQUARE INLET I05WE ETS 1 75 k CURB INLET 3 j65N CO CTOR TO REMOVE TREE \n COB STD. DWG. t 12" RCP C.O.B. #02720-tA AND FLOW CONTROL STRUCTURE l N0. 02720-18 _-` a33N/fib .__.\ PRIOR TO CULVERT INSTALLATION. ._ - ; THE REMOVAL INCIDENTAL TO 2 =a _ _ i WEST BABCOCK STREET 7 cUL RT INSTALLATION. m m �- - - -_ - J45' TBC - TBC) REMOVE EXST. A a o z= •N - 36X48' CMPATEt N _ REMOVE EXST. REMOVE EXST. 15' CMP - - - 24.42- CMPA p 2 60" DI A. MH IS" RCP REMOVE EXST. DUAL 27 x 31'x51' RCPA INLET W FETS & CURB INLET 48' DIA. MH - / COD STD. DWG. 18" CMP k CURB INLET 27" x 44' RCPA D o h C.O.B. /02720-11 DEBRIS RACK N0. 02720-1B 21 W 25 COMPLETELY REMOVE EXISTING INLETS. INLET W/ k C.O.B. 24" RCP I 0 /02720-11 DEBRIS RACK s a C'TN1 PARK INLET AREA MUST BE FILLED WITH 3" MINUS 27' x 44" RCPA t 1 OOL D/SM 24 C.00B. INLET W/FET DEBRIS RACK PUBLIC GRAVEL OR OTHER APPROVED MATERIAL. I INLET W/ k C.O.B. SCN OCK I` 0 4 /02720-1 DEBRIS RACK I ;41A W BARC SD-12A W soc TO H00 ON g ----;3 VAN 11ns, $lJ6D o 6 a WEST BABCOCK STREET ar'�= w w v�yn N �n 5�gg iJ ar•: L 1 _ 4820 4805_ SDI-1 _ w 55 SD-) NEW 60" S MH & CUR INLET - 4805 4815; 4815 NOTE: STA. 0+00 (STORM DRAIN) NEW$TD. SQUARE INLET STA. 423 (STORM AIN) STORM DRAIN PIPES LOWERED STA. 19+06 (21.51T) (W. BABCOCK) STA. 23+89 (2tVLT)(W. BABCOCK) TO PASS BENEATH EXISTING TSC=4797.35 TBC=4798.68 SD-1 4815 FIBER OPTIC DUCT BANK. 4815 4800 INV. (S/N).4•i93364792.61 (A.J" INV. OUT(E)-4796.38 - _ _. - _ 4800 4810 4810 R INV. 1N(E)°�4-iS 4793.40 (A.& r _ m^ CIm J aclu ? m n$ ? m o g �'4810 479 HORIZONTAL SCALE z 4795 4805 4805 50 25 0 50 a 3 ^a <3 Po' INSTALL 483 LF 12 RCP O 0.60% b ~ s I rc cr 4805 k N vW In 4805 4790 ; P g 1� 4790 4800 4800 1 a g •Too o+mv\i �+0+°N�z _ N Q Q Q jjZ 4800 i v~i'm i 1 z ut u~i $i 4800 4785 4785 4795 (_Yl Y Q TALL DUAL 93 r 2Tx44" RCPA O 4795 m o o STAKING COORDINATES TABLE Z n ^ N N r� m n m m m m m m 0 - fV N O e'�"0.513Z CI m m m ai ad o0 0o ao ad m ao ad o6 6 m of v� vi of .� (A.B. a LOCATION STATION NORTHING EASTING O rn m rn w m rn rn rn .6 rn rn m m m rn m v a e a a ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ n n ^^ < CL W. BABCOCK/CL STA. 16+00 16+00.00 7441.10 5468.41 4795 a v a a a e a a a a a a < a ,*< o: CL W. BABCOCK/CL MEAGHER AVE. 18+40.02 7434.43 5708.34 4795 4790 ar p 0.N o a 0a 4790 CL W. BABCOCK CL SHERIDAN AVE. 22+30.01 7423.58 6098.17 I j N INSTALL 103 LF �- m u♦ F a. / $ 0+00 0+50 1+DO 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0.n a� I CL W. BABCOCK/CL FOWLER AVE. 26+75.01 7411.20 6543.00 W a 31"z51" RCPA w v rn y ^ CL W. BABCOCK-ALIGN. ANGLE POINT 27+00.00 7410.51 6567.99 J CD do 24" RCP O ^ .� 0.30% o' 4790 4790 + �^ a+' z [n rn ? .. m �+ NEW 60" MH Ac CUR INLET _ 4785 o +1^„cam, 4785 c� o .ml.." v 'a u �, Y to STA. 0+00(STORM DRAIN NEW 48" SO MH Ac CURB INLET µ F j j d a 0 Y J p O O �. STA. 4+76 (STORM DRAIN) cn Eno? o U ~ F- o c1 O lr' u o STA. 19+13 (21.5'RT) (W. BABCOCK) 2 STA. 23+89 (2L5 T) (W. BABCOCK) m o = p m O m o TBC=4797.39 'ol^ 4785 z m N z m v z m a a785 4600 INV. (S/N)s479369 4782.75 A.B.) SD-1 TBC=4798.68 m z o 1? a 3 ¢3 Qa 3 INV. IN(E)=+79++9.4793.5E (ALB.) IN. OUT(E)=4795.61 4800 4780 _ _- 4780 mQ Q i i cx3 •< o ow K o^ 0 oa of co � r- W4780 N m aa In N C. 4780 479 W O N w Ep m O z N BBd 4795 4775 4775 N a+ in n + +w e'o z INSTALL 476 LF 1 RCP O 0. Vt +a. a+am+m. $e�+ +rna w K-o O N HF<-�Z«. �Q. jIQ. wiF En 1nn-r- � nzr�,�aj In 4775 w VI N NVI, N 4775 4790 �� Z 5 4790 On ano o Q :2 a w N a O O] 4770 a na mrna ma mre a aa 4770 478Ma5a 4785 4765 < m< ^ ^ arrn 4765 Qto.T 0 0417039 m m rn rn rn o m m .6 co .6 .6 N 6 .6 ro o m m to SHEET NUMBER o^ ^ ^ . ^ ^ ^ m I m m RECORD DRAWING < DRAWING NUMBER S 0+50 1+00 1+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+50 1+00 1+50 S D- 1 w3p mo 3125W gAgL�K !. 84' DN. MH3W/FRAME AND COVER SW.BAgER tTOSW BABLtt(R }ITSW BABCOL N'gA-00(K �T1 as g01 ylydN o0 4q INSTALL FRAME AND COVER IN BLVD. }T1 rq 1g11 �< PER GdB STD. DWG NO. 02720-4 WEST BABCOCK STREET � K REMOVE C Wo 22.5'x36" RCPA < STD. SQUARE INLET BAB �i OUTLET W/FETS 15" RCP C.O.B. #02720-1A 3j 1qW R ANDOHEADGATE STRUCTURE 1 75 LET 22.5"x36" RCPA (�' TBC ) I g1WETNEg C.O.B. K02720N1A � = „��,� SECTIONR LINE 22.5"x36" RCPA 60" DIA. MH & CURB INLET 12" RCP SD-2 4 Nt1f REMOVE r J; ` COB STD. DWG. N0. 02720-1B I_ _ _ 12' RCP A EXST. PIPE ! 1. r _._,fy n p �p 441 45,..` _ -/6 fJ - s -s [.� ---�,`. _ �--- 12•�'i� �_-'��-sa-=mom � p fI r, A REM ST. 62 RCPA - o 'z - 17" RCP P -y -�- :.. -- 30" CMPA 60 DIA. MH 13.5'.22' RCPA - 84" DIA. MH W/FRAME p 7.5 & CURB INLET 48' DIA. MH REMOVE EXST. REMOVE EXST. I REMOVE EXST. i AND COVER. INSTALL COB. STD. DWG. 60" DUI. MH 2 36' CMP 36" CMP I p 24x36" CMAP REMO H & CURB INLET FRAME AND COVER IN NO. 02720-1B & CURB INLET - I< o BLVD.. PER COB. STD. COB STD. DWG COB. STD. DWG. REMOVE EXST. 36' K CONNECT TO EXST. PVC. NLETxW/FETSP& C.O.B. NO. 027 0-1B N0. 02720-18 q CONNECT STD. DWG. NO. 02720P110 SC.O.B.O{j02720 UARE INLET Z 15' CMPA B`0K Tg1RW,gAgLl� SEE NOTE 1 BELOW /02720-11 DEBRIS RAC p� EXST. 12" CMP 1 1 0. LANE E 36 DU�. MH W/FRAME & COVER C 1D6�jf 3 1y,BA m 0-4 �1 011110 W BA6C�K 22.5'x36" RCPA 3D4W.gABGo PONRty riS 1BIWI1.0A 10'WOA PER COB. NNECTSTID WO EXG. OST. 8?PVC LOCK A z }318 3 ApA F�" � 1j114 W,gAg STAKING COORDINATES TABLE LOCATION STATION NORTHING EASTIEAST. WEST BABCOCK STREET W Cl W. BABCOCK/CL STA. 16+00 16+00.00 7441.10 5468.41 � R,e CL W. BABCOCK/CL MEAGHER AVE. 18+40.02 7434.43 5708.34 5 CL W. BABCOCK/CL SHERIDAN AVE. 22+30.01 7423.58 6098.17 -, 8 CL W. BABCOCK/CL FOWLER AVE. 26+75.01 7411.20 6543.00 CJ CL W. BABCOCK-ALIGN. ANGLE POINT 27+00.00 7410.51 6567.99 .Z-.3 ¥ CL W. BABCOCK-END OF CONSTRUCTION 65+53.00 7355.94 10420.74 EgE NOTE 1: 3318 W. BABCOCK, C W 8 NEW 8+ SO MH NEW STD_ '(STORM INLET I U1 EXISTING 6" PVC STORM DRAIN PIPING IS NOT SHOWN STA. 0+00 STORM DRAIN) A. 4+4 'STORM DRAIN � AS IT HAS NOT BEEN CONSTRUCTED AS OF THIS STA. 30+02,(22.5'LT) (W. BABCOCK) �� STA. 34+46(21.VLT) (W. BABCOCK) NE STD. SQUA�tE INLET PRINTING. THE 6' A-LOCK IN MANHOLE SHALL BE RIM=4799.5 TBC=4801.53 ST 8+3 S MDRAIN) (A.B. NEW 60' SD MH &CURB INLET 1--I-4 APPRO% 6' WEST OF INV. IN(S) 4805 INV. IN(S)=i195r+64795.75 SD-2 1 NV. IN(E)=A797.80 STt. 38+36 (21,.51T) (W. E ) TB -4801.80 a 3 STA. 0+60 (STORM 0 AIN '�5 O $$$ ��: INV. IN(E)="� 9D4796.54 STA. 30+66 (21.5'LT) (W. BABCOCK) INV. OUT(W)=4797:60 - INV; 99.50 OUT W=47 < ^ STORM DRAIN PIPES RAISED TO INV. OUT(N)•-a79§i6 78C=4799-35 ( )- PASS ABOVE EXISTNG 4795.75(AB.) INV. IN(E)=ii9&+34798.75 (AI FIBER OPTIC DUCT BANK. INV. OUT(W)-47964+4798.75 _ ------ -- - 4820 4820 4800 - - 4800 SD-2 INSTALL 388 LF 12" RCP O 0.44% INS ALL 2 LF 12 R O 0.4450.28R A.B. I SMR 4815 Y 11� C.) _m 4815 479 CONTRACTOR TO COORDINATE SEWER SERVICE ELEVATION WITH STORM DRAIN ELEVATION. 4795 0 4ri m d CONTIRACTOR TO LD VERIFY LOCATION AND ELEVATION OF EXISTING' SEWER SERVICE TO CROSS UNDER STORM DRAIN PIPING. SEE SHEET S-2. S m 1 d n SEWER SERVICE BYEXPLORATORY EXCAVATION PRIOR TO STORM DRAIN m 1E a 1 STALL 64 LF 15" 1 d ml m h CPO 0.30X INSTALLATION. STORM DRAIN DESIGN MAY BE ADJUSTED TO ACCOMODATE i d a z 1` EXISTING SEWER SERVICE AS DIRECTED BY ENGINEER. ♦♦� 3 M)1Dn wru o csi < o 4810 0`"I a" 4810 4790 wne WTR 4790 2 O N m _ x] n n 40 n m m n N CO N d i0 n w m m m O N n d d n ill n n t` n n m m O m r N r �j LV O4 Oi pp a m m O O O O LA d F N ^ A A OI OI m m O O O O O O O O O O O O O p p O O O O O O O O O N O O� Q n n n n n r EEpp m m aD m a0 a0 pq m m m m w m m m O m m O m O pq N II�J]N+^ddZ OV1 N,0 II ♦ P. ♦ e d d d d e ♦ d d < ♦ f ♦ d d d d d d d d d Y ♦ ♦ ♦Y Q F N 480E + + 480E Z n a???O <+ n o ~ 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 O m d Z Z Q Q >j>j II - 7 z En V1K z2 zz Wla-I >>> N zInV R!-=9z N 4800 4800 _ _ V) ^m cYS 4ri HORIZONTAL SCALE J O v m m< 0 1 CONNECT TO EX STING 6- CLAY PIPE Ln INSTALL 24 LF 0 11''' u 50 25 0 50 Q_ 2INSTAL' RCPA INSTALL 26 LF m e J r 2 W/6 PVC PER OB Iy02720+10 N N I 22.5'x36' RCPA a ++ 6 z Im SD-2 r 4 O 1.tOX O 1.tOX z m z NEW 48' SD H & CURB INLET NEW STD. SO 70RM INLET IN 4810 Itz O s 4795 4795 4810 a m Y g 3 - TA. 4+22 TORM DRAIN ^ STA. 34+48 (21.5'RT) (W. BABCOCK) STA. 38+36 (21.5'RT) (W. BABCOCK) NEW 60" SO MH & CURB INLET TBC=4801.80 O I^ 4= � TBC=4801.53 O Y INSTALL 5 IIi ^ '^. n STA. 2+21 (STORM DRAIN) INV. IN E-4 8.11 C) Z O u 0 LF =O r m 0 STA. 32+47 ) ( ) INV. OUT(11n= 797.66 INV. IN(S)=4799.50 Q o O 22.®x36' RCPA v s ,IN a �N� m (21.5'RT W. BABCOCK INV. OUT(W)=4799.50 m t 4790 m - O 4790 o Io II o m n<%`I T8fr=4800.29 4805 Q N o m 0.87; m m o N x z m m un u 3 INV- IN(S)-4797.65 __ - .NEW 36' SD'MH __ CT] g ai 3 (A.B.) z am 't o i z o +o �� INV. IN(E)=4796.99 STA. 8+26 STORM DRAIN) C __ 4�One_z INV. OUT(W)=4?96.99 STA. 38+44(36'RT) (W. BABCOCK) o ^ a 3 ♦ w r M w a -- RIM=4B02.1 W F- d' �jj j jj N O N x rr. a qm� z 4n I m=? = z 4n vl z z - - INV. IN(S)= D9.72 D 4785 OO a a 401 ¢-m } 4785 4800 _. _. - - - - - - ?� N Ai INV. OUT(N)*4799.62 48M m m 0_♦ O+a -'- j STALL 388 LF 12' RCP O 0.36X - n II to _wR! Z Ci �+o'D I^ o ar z INSTALL 201 Li J.5'x22' RCPA O 0.34X a Q xv 5 IN 17LF1 ' i o n z ++O r 7 INSTALL 181 LF 13.E"x22' RCPA O 0.34R RCP O 0, 4795 E,,I 4780 r N> n O 4780 479 1- -1 1N ln' _- N N N N z - NTRACTOR TO COORDINATE SEWER SERVICE ELEVATION WITH SIFORM DRAIN PIPE ELEVATION. O INSTALL 39 LF 21" SEWER SERVICE TO CROSS UNDER STORM DRAIN PIPING. SEE SHEET S-2. I m RC(' O 0.27% 0 PRaEcr No 4775 4775 4790 479C a7T03e p , SHEET NUMBER OY mId� md md md rd td` ta` n♦ Ie: d d d e N♦ M�f n ♦♦N � � n NIIIDN Cp md Ne rd0 Nd d ond oNd o-d ond n♦ ImdO 6 m m m m m O m O 0 O m md mm�d m �� m�♦ b m OO �4D �� RECQRD DWRAIN G 9N UMBERn I D m DRAWING d fe - SD-2 0+50 1+00 1+50 111 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 31"x 1" RCPA OCK 12" RCP INLET S10N N m ob STD. RE INLET s OU W F 913a.BAgl W/PETS MgAOt70KS a MEADON`5 SL1g01 PAFK 4i U$pIVPA §was w _ C.O.B. 2720-1A ff.. ! 311k 1" RCPA 12" RCP OOD FpA ! c,00 f'? W N 0, a ME 1 S 0,3 R EXST. 1qA STD. SQUARE IN Otii BW.E NOM " i'Lf'PWjI.E NOM fµ0, 0 f1A0 No RECORD D R.A W I N G T4 OCK NrAV CMP�S C.O.B. �02720-1 M MIl rc� ou USTO DU ,919 48" DIA. MH "• N. MH W/ ME 13.5"x22" RCPA i� STD. SQUARE INLET �' >r z` $`- COVER. INSTALL `N C.O.B. /02720-tA k �a3o W/FRAME AND A E AND OVER IN 48" DIA. M W/FRAME 2 , 3 COVER PER B W, :R. 0 STD. AND COVER PER COB. 48" DIA. MH W/FRAME h COB. STD_111KG. STD. DWG. 0. 02720-4 SD-3 D G0 02 20-4 4 "ANDCOVERPER COB. 33NO. 02720-40I 7 12" RCP P r - "x "!CPA 12" RCP �_3 DWG. NO. 02720-4 Q • _ _ HORIZONTAL SCALE7. _ SD 25 D 50 _ _ - �x - -- - _ 6. 0'10 O G l '1 N P_A 43" P - - '4.- - - - - '-�: - - --- _. - 13.$'.x22•RCl1A = -- �� Y 2 STD.SOUARE INLET STOR C'UIULM ' 13.5"x22" RCPA _ SD-3 COB. #02720-1A a - _ _ SEE SHEET SD-5 8 E DETAILS - FOR SWALE DETAIL All 5 SHEET SD-5 it 48" DIA. MH 'R'� 24 x36" PA REMOVE ST. a/ a, qA1 1 T F h CURB INLET '!* „s - z m ' 1801N1A SEE SHEET SD-5 r< COB. STD. DWG. rL ! 1 101V FOR SWALE DETAIL NO. 02720-1B -- - ABCOCK `�1 SD-3 REMOVE EXST. 18" CMP K tyjStAEPA1tK - ty2gW a -► 27"x44" _ � 1''I 13.5x22" RCP . - ., 00$S , � - -iit6f -- 1 SEE SHEET S-5 MO I, INLET W/FETS R C.O.B. Y 4820 z #02720-11 DEBRIS RACK IIIIIF:: 4820 w SF7l U 0 F� U IQ Elm m NOTE: m O F a ¢ lV m I$Q STORM DRAIN PIPES RASED TO Q 53T PASS ABOVE EXISTING N W u a IA STAKING COORDINATES TABLE 4815 8 FIBER OPTIC DUCT BAwc. ; � 4815 "� - r Y 5t gg LOCATION STATION NORTHING EASTING Z va� Z NX U "i R CL W. BABCOCVCL STA. 16+00 16+00.88 7441.10 5468.41 WEST BABCOCK STREET w ^I 3 Z E CL W. BABCOC ALIGN. ANGLE POINT 27+00, 7410.51 6567.994810 H CL W. BABCOCK/CL HUNTERS WAY 44+36.87 7385.21 8354.18 4810' o+ w _ ¢ 41, CL W. BABCOCK/CL SUNLIGHT AVE. 51+14.01 7376.32 8981.76 Q+a z o �'+ rCL W. BABCOCK/CL WESTERN DR. 55+11.14 7370.69 9378.85 II rCL W. BABCOCK-END OF CONSTRUCTION 65+53.00 7355.94 10420.74 ~ §�q � N�zz � uritn? �w_ 8 3i NOTE: 4805 4805 Q STORM DRAIN PIPES RAISED TO PASS ABOVE EXISTING - FIBER OPTIC DUCT BANK. 8£ _ \ r S 482`.) I 1 1 4825 4835 2` \ 4835 48M \! INSTALL 342 IF 1 RCP O 0. R _ 4800 SD-3 SD-3 Y o NOTE: 00 INSTALL 22 LF - STORM GRAN PIPES RAISED TO 12" RCP a 0.461E 3.22% 4795 4820 4820 4830 PASS ABOVE EXISTING - 4830 4795 m III _ _ o Y 3J1 adi l FIBER OPTIC DUCT BANK.ed <O 3 U MaDm o � D1 Um ff. o m 479025 790 4815 3i 4815 4825 N O H O + �x <s� *0 a ¢er. s oO >oo x0N C4 Q E 4810 rn o^ n.u,w z o n II 4810 4820 N m ro t Y 4820 4785 N y z _ - 4785 I Z + 3WwH.Nn xI^IZ ^ ^^^m ml y V JJ Lb 0 N+ li � Y m Y ^I.m �� UO 1 v �i• O m m O N t x) O N d' N N N a tl o n+a mJ�, c1 <!i c$ c�.. m o ri i + a < i O rf 3:4<' jj c� 0 S 0 o m %0 a O $ m m xYY YY ? � 0 0 o u- m'o 0 0 o 0 0. o 0 0 o m om 3 m wrr_ m n n 41m QQy� ¢ m'� m m m a0 d a d x a N 2VINKZZZZ3¢¢`�jjj m..�o m..In r��iQ zTod aml m! a a a �W v7 ivri0ag mm� mado zmm a ii m 31v 4815 m� g �� I 4805 a805 4815 z v z t�' ¢ 1 4x - 0 3f.� � - � Z n ¢3 w 3`"$ i 3 $ o-� 0+50 1+00 1+50 2+00 2+50 3+00 3+50 - a O o r 0�o fiXt a:r x 0 d N r K 7 i0 N J m F 0 r = J 0 IN =o� r 2 'x44' RCPA INSTAL 39 LF c+ >N p CID fO 4 Zn rn N n 3 ��v II � J '0 4800 O�*'P'4R 4800 4810 m+ 3 4810 _ I O _ 31"x5{" RCPA m o iN w - ^ '^I m+\o �r m =0 + STD. SQUARE INLET NEW 72" SD MH 1.00x 0 9.iB1i ..1 oct + r 'a+n ~ H' 3 w a M♦ z ; o a < A. + A N 3 STA. 2+51 STORM DRAIN O y 8.) _ V�6./ 51,+ ♦oa z� a a ziz0 ;i�[Sjj W�Ii+�jj ,+��f Z u� O m INSTALL 12 LF m N ;i d II 3 i d x >>> =w w z z z m inz 3? w<„ STA. 43+21 (J.5'LT) (W. BABCOCK)'' STA. 45+73 (22'LT) (W. BABCOCK) W t V U U t ¢¢ Z V1 N TBC=4B64��$4803.63 (A.B.) SD-3 RIM=49e+9f�4804.90 (I18.) ) Cy Q N p m 27"x44" RCPA O 4795 4805 m N�Z Z m mm z m m 4805 4805 INV. OUT(E)=4698.•iz3 4801.16 (A.B.) INV. IN(W)y+i9344 48 A.B. 4805Of 4795 i O 1&4** m c - - -- m INV. IN(S)=4�i99i1.480Q.46 A.B.) 0 0 3 I _ - -- -. _ -- - - _ - INV. OUT(N)�4iB9,-/4 4bOD-48 (A.B.) Y O c~il 0 0 3 INSTALL 251 LF 12' RCP 0 33� 4800 N ,,,444bbb INSTALL;Z71ZF 1�-2�2- CPA O 0.26R 4800 480 U 0 a Y 4790 48 INSTALL 249 LF 13.5"x22" RCPA O 9267E - 0 27R O 4790 VI W (.181[ INSTALL 107 LF NSTALL 23 LFcn N �' a 2 INSTALL 30 LF 12" (�&) 13."2 RCPA �...,,I 8,6006 RCPA 10 0 26R (A.9.) < Q n v NOTE: 4795 w W O a Z ao+'= RCP O 09•t49F 0.25x y 4785 w 3 i i 4785 4795 (A.B.) (A•B,) it-�^ 4795 4795 + Osys1 1 STORM DRAIN ABOVE PIPES RAISED TO N O a (A= ! 1J FIBER OPTIC DUCT BANK. W m v PROJECT N0. 4790 a 4790 4790 o4n.o3e rn 4780 a78D 4790 SHEEI NUMBER M On fO<0 xOa00l ri ri o o rm rim ri Nri OI iO O om♦ m m0a0 a0�0 ^a00 aOdIO m a m m 9 a10 adD ri ri .di ri rdi �6 20 O . `I n d om m00 00000 00 go go m D O DRAWING N UMBER mmm 000 mm � e O O C m d a < a a a a d < d a a a 0+50 1+00 1+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 0+00 0+50 1+00 1+50 2+00 2+50 S D-3 w 31x51" RCPA tI OLK �W3 - - ; 2 OPSPAC6 OUTLET W/F j7N AYf_ AY 11 1 W BABL Boa �z 6 1 48 DIA. MH & CURB SD-4 _ SD-4 1-g N,1 h 1,g N-147•N W �u INL . CONNECT-E . -- - 31x51 31"x51" RCPA x STAKING COORDINATES TABLE o o =< 8" PVC COB. STD. OUTLET W/PETS LOCATION STATION NORTHING EASTINGk� D NO. 02720-18 72" DIA. MH W ST BABCOCK STREET y6 CL W. BABCOCK/CL STA. 16+00 16+00.00 7441.10 5488.41 15 A 31'x5/' RCPA & CURB INLET (45• TBC - TBC) CL w. BABCDCK/CL STA. 57+00 57+D0.00 7368.02 9567.68 .�AY 1 N• COB. STD. DWG. I CL W. BABCOCK/CL 25TH ST. 58+23.64 7366.27 9691.31 N,15 REMOVE EXST. NO. 02720-18 48' CMP - - _ ___- ,�_ (F' -- --- ;_ CL W. BABCOCK/CL 24TH ST. 82+15.64 7360.72 10083.27 �- ---- _ -_ _ - - CL W. BABCOCK-END OF CONSTRUCTION 65+53.00 7355.94 10420.74 0` C = =i y.-: Ye' m --- g - -- 0 31'x51" RCPA -- - m w _ - ILI -- -�'-- --- " - - - 'p1a...... it Ilk REMOVE EXST. 18" RCP STA. 60+99 (i6'RT) 1 CONNECT TO HORIZONTAL SCALE I 4 18" CMP EX. 18' CMP SECTION CENTER NE REMOVE EXST. 96' DIA. MH 0 / 50 25 0 50 18" CMP & CURB INLET 18" RCP TING 1 PVC C . STD. DWG. EX. 18' CMP RE T REMAIN N PLACE N . 02720-18 72" DIA. MH W/FRAME TO REMAIN t{JT 18"I AND COVER PER COB. P;�BoW' E REMOVE E�f. H 2 'x44" RCPA STD. DWG. NO, 02720-4 1 I APT o �K. 2 "x44" RCPA y1iN GE II INLET W/ & C.O.B. 27"x44" RCPA OCK pG6B A 1 1;1gW B II I l�.K #02720-11 EBRIS RACK 4 FM 415 A.0 B� tN M B 27'x44" RCPA 1;10W 1;0 01 W BA OC'.K INLET W/FETS & C.O.B. 15 SM1W gAgL 102720-11 DEBRIS RACK vi z 0 wDNa u WEST BABCOCK STREET g NOTE: ff STORM DRAIN PIPES RAISED TO 0 w8 eLL - PASS ABOVE EXISTING FIBER OPTIC DUCT BANK. 1=4 �- 4825 I/ < 4835 4825 SD-4 4825 4825 Z SD-4 SD-4 OTE STORM DRAIN PIPESRAISED TO S PASS ABOVE EXISTING NOTE: FIBER OPTIC DUCT BANK. 4830 STORM DRAIN PIPES RAISED TO 4830 4820 4820 4820 - - 4820 PASS ABOVE EXISTING FIBER OPTIC DUCT BANK. 1 m pip 0 m L) mJ m y m ~ m 3�N 4815 4815 4825 z CD z_m 1 v:R i I a 4815 4825 4815 p <3 �i o rrii 4820 4820 4810 =o wi as m N4810 4810 d n z �-` --- 4810 W N f O U �� vinm Y i �+0 �j oN VIf �Z m U +0 3tn� - H++ a ..� O rn010 zzp w�4<-�i>j n zp l H E z m ? m m g^ 4805 4805 Z'^'�a 3¢<U j j 4805 Z 4815 tr<:� mii� ^ 4815 4805 ZNNz'_zz z;oen I F ZZ O cmN U ova r, 7va♦�~ - O 4800 lW w 4810 o N o d t~ir aB10 4800 4800 4800 0 Q n r CA 0 Y W 0 0 z \ ~ O z °D o 8+ 3 in r INSTALL 25LF INST LL 32 Lf n 0 zzp 27"x44" RCP Y 27 x44" RCP N w n 3<a U j j Y - 0-4:514- o Yp O 3.$dMY Y INSTALL 41 LF ][ I O U z i i m 4795 4795 1� m 31'z51t RCP 4795 U o 4005 z yr u, __- 4805 4795 �' < $ INSTALL 79LF o - -- & -OU 1 -� - O z z m 31"k51" RCP 0 m m p 3Tx51' RCP Y '1.2 (A&) O Z } %I �3 z m z m 0 1.25% UO CCI CL to - - O ^ aa Q INSTALL 300 J o < < 1 4790 CD r _ _ 4800 4790 o n g J 4790 4790 Z 1� ~ '^ 4800 1 0.17X u~i d< n 3 : In > N d 0 +01 ^ a .11oU J ?� Z 0 00�i �� 0+�� 9n "" •' o• � 4785 4785 o e M z v~i < 4785 v 4795 w. 4795 4785 F _ ,0 O x_ a - W <'�Q 1 YI 0 z to N Vf M- + • Q x O� 1A 4790 4780 4780 4780 in in4780 V)N w 4790 -- m z a Pao Ec No v <V 039 pY V7 d ,CI M d op 10 OO1'ln nm ID 1D _ pp♦ qY + 4775 RD �NOaTt . 4785 4785 4775 4775 4775 RECO E>DRAWING zNUMBER ,NU MBER W0 ID, ID OD 8 m co O 0 0 o 0 a a o 0 N 0+00 0+50 1+00 1+50 2+00 2+50 0+50 1+00 1+50 0+50 1+00 1+50 ILL TVI �j3 - - - �c, - - AS AS CJI TEL GAS / � oa L� E - - TE' TEL gW90 g EST BA COCK STREET pD G) -0 0CP ffi 4 4 o O STA. 46+0 39'Rt. -� 0 Q 0 O O -'� �' •••• a ,,'''S r � I ' � d- ' 5' LFGRASS SWALE_ -- -- `••`••Q 292' LF GRASS SWALE - --- 0 0.42R � STA. 45+72, 48'RT. C CL SWALE INV.=4800.5 __ _-- SWALE I m _ ------ - - -- - 24 LF OF 1B'cup --- - STA. 49+98, 37'RT. INSTALLED BEHIND SSMH - _ MN'=4803'1 STA. 50+38.15, 38'RT BEGIN SWALE o STA. 46+69, 39'RT _ _-_INV_=4803.28 STA. 50+85, 403.5 '^ o "l7 40'RT (A.B.) _ __ -- z. - - - INV.=480�.5 i< INV.-4801.4 STA 47+28ALE , 42.0'RT. It- END y SEE �� 1 ST)C 48+37, 39' Rf. STA 45+63, 52'RT. 13.5 22- RCP OUTLET `-- STA. 47+95,-894?+ INV.-4802.4 INV.=4800.4 W/ FETS 1 b 13.5'X22' RCP INLET INV.=48O1. ',� W/ FETS 4801.83 (A.B.) C INV. 4802.20 (A.B.) ` 13.5'X22" LEI RCPA 00.5% NOTE 1: 13.5'X22" RCPA END MOVED TO 40'RT TO ACCOMODATE a i 6' WIDE SIDEWALK HORIZONTAL SCALE 20 10 0 20 �r DRAINAGE SWALE PLAN STAKING COORDINATES TABLE O W e LOCATION STATION NORTHING EASTING i--a CL W. BABCOCK/CL STA. 16+00 16+00.00 7441.10 5468.41 �" �1 CL W. BABCOCK/CL HUNTERS WAY 44+36.87 7385.21 8354.18 W CL W. BABCOCK/CL SILVER MAPLE DR 47+60.11 7381.33 8627.88 3 CL W. BABCOCK/CL WESTERN DR. 55+11.14 7370.69 9378.85 CL W. BABCOCK-END OF CONSTRUCTION 65+53.00 7355.94 10420.74 w APPROX. DEPTH=1.0' R 8 0 o � o -PROP. SIDEWALK - 2' WIDTH z E DRAINAGE SWALE SECTION 85 CUSTOM STORM VAULT SHALL BE PRECAST AND DESIGNED BY THE H 9.00' MANUFACTURER TO SUPPORT H-20 LOADING. MANUFACTURER SHALL SUBMIT z 4 26 i� X 43 �� 8 LLIICEINSED IN THE STATE SIGNEDGN CALCULATIONS OF MONTANA.AMPED BY A PROFESSIONAL ENGINEER Q RCPA w n TF 0.50' 1 �, o i 13 �' X 22- ' (TYP) W z n RCPA g U N o r - - I^4.00 - _.-I n N r o o - ® 2.00' 5.00� IfCO 772 RING U Q Z } COVER B, OR APP'D EQUAL o � Z 4.00' U z m a n- v L_ r- - - -J RIM 0.58' Q � w d ELEV.-4803.93 0.38' m m w V) 13;" X 22- 0.50'(TYP) : 3 RCPA EL_FV=4802.97 S N cx O V) o 26 1' X 43 �' 13�' X 22- r- ---- 26 1' X 43 �" W N UJI o RCPA RCt0.25' RCPA Q - - z m o.7s' 0.7s' a i \ 95" ELEV=4 -- -- •\13 }" X 22" w u N 3.fi4'- 4.36'4. RCPA 0 5 a 0 0 t 4' X8'CUSTOM STORM VAULT DETAIL (PLAN VIEW) 4' X8'CUSTOM STORM VAULT DETAIL(NORTH VIEW) 0 RECORD DRAWING - _ -. -_ 01,22 �_[ NTS. SHEET NUMBER .., NTS. QIrJ Zz 0 n DRAWING NUMBER SD-5 I I ( wm!o 1 t 45'►TBC ASPHALT EDGE I '! 45' BC _ � 1 41' A PHALT i ' MID- C 41 PHALT o a I 1 LEGEND: NE I aW� of y VAC OU y ( I I R.O.W. wov 0 �< I RI R.O.W. STA 5+02.79 BCT ROAD STATION, DESCRtPTON, >♦ jr z TBC 16.50 RT 4802.11 OFFSET, AND ELEV. ASPHALT y �+ STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. -O6, I 6b� PED. RAMPS PED. RAMPS '66, I °6• .; �' FLOW DIRECTION x96s 1 y Dry kl Uri a"�_ rs� �c �� LOTUNE VALLEY U R �4 A1' 1.19 5' SIDEWALK + 9 qy, ti'V 41 h 4' BOULEVARDTBC 2,Q Y ~ R^ k10 S�. 1 x� FLOWUNE I 00 ZZ ,�9v a13. 1 9 ♦0 ° p�`T` 91�5 EDGE OF ASPHALT I ST i lISPILL CURB �`Q \ I O 00 1 My 1 I MEAGHER AVENUE rr'gg I °x �+ r 1 °x �+ a `" SHERIDAN AVENUE I r o �� G�+ (37' TBC - TBC) I yrr o 'C�qC'� w l,+ I N + o (37 TBC - TBC) NOTES x,J 1 REMOVE h REPLACE MID-SECTI .s I CURB h GUTTER h 1. ALL TBC INTERSECTION RADII TO BE 15' xo ~ fO 2 s 2. TBC=TOP BACK CURB '9 1 i UN >19 !T, 1 f ASPHALT 3. BCT=BEGIN CURVE TANGENT I S Ox OTc Ox 4. ECT=END CURVE TANGENT 1 r t> �B`�4'S' 5. ALL SIDEWALK/CURB INTERFACES SHALL sr o TOO- 1 ,p10 gj �O HAVE A PEDESTRIAN RAMP PER I A - -Jjy rS F o i - 1 T T c^ 'PT `rT r C.O.B. STD. DWG. NO. 02529-8 1 �,1lSS ?Bx rg, rj9 y� ,Tg,7 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE I r' + �� r'g REMOVE h REPLACE 295 n - I ��s .T6' .?)y 's ROAD, WATER, SEWER h STORM DRAIN SHEETS. '" P T GUTTER PED. RAMPS I 1 Sp Jg ggJ S AASSHAL do 9� g T T J I R gj T.B.C.00161 I,6• SPILL CURB I PED. RAMPS I I O cn a)T.B.C. w is 00}fZ I � ' I , HORIZONTAL SCALE I I I w I 20 10 0 20 ~ ~ ' I I 1 -£ I I j s - 1 MEAGHER AVENUE SHERIDAN AVENUE 4806 4B06 0 3 S; o .. o .. S x a W E 4804 HIGH POINT ELEV= 4797.12 4804 i Y { HIGH POINT STA 0+58.97 N Ny PVI STA = 0+47.12 �'O PVI ELEV = 4797.24 o m Q e A.D. _ -3.77 mo m Q 4802 oy K = 10.62 m 4802 H n + o+ Vil.i O U .00' VC n< O p Z m (V �< m 1 r on r J oa, Nro N,o to rn -- - - - 5 S _ 4600 LW1.1 Q O 4800 Oa o,o mlo n n Z N j ov oa o r �3 a a II W Z J_ W II II II II 11 11 1%1 U /^O (n 2 Q N o r� r� w 0 4798 as VIwH vlw EXISTING - - 1 EXISTING M: W GROUND GROUND 4798 Y cn O z 4796 m O K -_ 1 4796 a ASPHALT -_ F_ LJ Z o W O O 4794 � 4794J1�-- W U V U Z as Q 4792 La 4792 . T.!> N 5 ww ww Om a o ?z� a $ ti o. '�'a RRolEcr No. a LA 4790 w a w a 4790 0417.039 m nSHEEI NUMBER RECORD DRAWING o N m v1 y ,•� lv mo �'v rn n m a n �n< o'o ollm n in v w m n a rn n n t` �. n n r n n +o +o to 23 r OII� pl OI p� O+ 00 OI q 0p R] m n ri n n 1� 10 nl n n r n n n n n n n n n ma' DRAWING NUMBER y a y f ♦r y p any y a y < y a a - D- 1 0+00 0+20 0+40 0+60 0+80 1+00 0+00 0+20 0+40 0+60 0+80 1+00 1 m;p 1 1 MID-SECTION '�Tz MID-SECTION I h LINEm?3 "' LINE LEGEND: y 1 ! � > ASPHALT EDGE n U.'v oc�i ' I STA 5+02.79 BC7 ROAD STATION, DESCRIPTION, I o wa0o " Iy 1 TB�C 16.50'RT 4802.11 OFFSET, AND ELEV. 1 z ' a I v I R.O.W. R.O.W. I STA 5+02.79 4800.21 I t5'.� 0 1 00�9Z CL ROAD STATION AND ELEV. 2 za FLOW DIRECTION I 1 I h^ T.B.C. c>Cq a v I 1 ♦h k19Q SPILL CURB xp o -zs 1 LONNE *z I 'hh.. PED. RAMPS T.B.C. 1 5' SIDEWALK I s 1 = ,p PED. RAMPS I o - 4' BOULEVARD i RCS �{` VALLEY DRIVE f B o- TBC FLOWUNE Of '� - - �'k9°j (24 - TBC) p xpS 1 bxky EDGE OF ASPHALT xy REMOVE & REPLACE y, 1' PROPOSED 9 x� A0' `S1,9 r EXIST. SDWK & MATCH l7 BC ♦p' VALLEY GUTTER EXST. SDWK Q. I i. 1 ,\ SPILL CURB 1 p�86 �i Fhro'y ox,`G't' FOWLER AVENUE o (37' TBC - MC) I J 6x oo 5 �p s9VALLEY (JTTER REPLACE + 1 ; x I REMOVE & g o �1P NOTES: N 1. ALL TBC INTERSECTION RADII TO BE 15' I x , _9�t4 GRAVEL 2. TBC=TOP BACK CURB , Jt x J�, �1 3. BCT=BEGIN CURVE TANGENT ,99Sa1 0x 7� J) `Y'O i 4. ECT=END CURVE TANGENT I �s 2) a2�s0 x) 0� a 5. ALL SIDEWALK/CURB INTERFACES SHALL I tJ'Oe tj C•rjCOC� HAVE A PEDESTRIAN RAMP PER (�, C RVt pho + Gt hII I ^ C.0.8. STD. DWG. N0. 02529-8 .W P01 T x �`99 'OT 4 +`rP Fw a 6g I 00 LZ�x 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE 1 S t € i �0 G 65. �. I ,� A 30+65.6 ,0 9 �S u _ pp. 0# r ROAD, WATER, SEWER & STORM DRAIN SHEETS. I v w n z x � ►. � 1P 1 I o 1 Cf J� PED. RAMPS o REMOVE & REPLACE *�y91 T.B.C. tea= CURB & GUTTER & 0 ASPHALT - 5 T.B.C. SPILL CURB PED. RAMPS OO Lf wg i HORIZONTAL SCALE 1 a 6 20 10 0 20 I PROPOSED ASPHALT EDGE I 1 I E FOWLER AVENUE VALLEY^DRIVE 4810 4810 PVT STA = -0+18.48 les � 1 PVI ELEV = 4802.96 SS gg � A.D. _ -2,45 - f 4808 4808 50.00' VC ' Q M Z N m Q O — 4aos aaos � M z 0 0 + m + N EXISTIN o N Gi cwi ++ m GR08N > m o e inn '^.„oT f � � 4804 W m ^ mdo i 4804 > w o w o e f Lj _____ ^ _ w II II -0.4$X y II R M °, ON ON Q �-- -------- --/_ .,qo wy w N N I�ii v�i lJ In w 4802 Y � Z 480 4U F2 11 m 5;a `- u n n u n If O O w / _ '90X �� EXISTING �' Fw >A - T U w ~ � _// 3 _ GROUND a rnW Q Q w i ASPHALT I 5 55 4800 1n CC] a 4800 > � z z _ N 3 o Lo O o 4798 0 4798 U U CL 9RAYEL z U ULJ << Q 4796 N 4796 - w w 0 z w J U J m Z av 2Q riles PRQIECT NO. u V,.a 5,a I 4794 0417.039 Q 4794 w a ,aO� ma e e d e e d d d e d d e a ee ee ee d e ee e ee ee e ad ee ee ee re e de e � SHEET ND M9ER � O 24 O,o IN e o m ^ mO I O N e m ,n oN IT o NN NN N N'' Nw N_ N0 N 0p Op OQ "CORD DRAWING am am 0Oo0o o O o o o 0 0 0 o O :O Om OW 0 0 Om O Oy 0. 00 0 m0 Op Op O �O �Q DRAWING NUMBER m m m m m m m m m m m mm mW mm m m m� m m m m mm mm a ^ ee a e e1 D-2 -1+80 -1+60 -1+40 -1+20 -1+00 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 0+00 0+20 0+40 0+60 1 0 MID-SECtE 1 I I i I LINE SECTION ; LEGEND: IQ y ASPHALT EDGE I rcU� o I ASPHALT EDGE STA 5+02.79 IT ROAD STATION, DESCRIPTION, 1 I I } R.O.W. i TBC 16.50 RT 4802,11 OFFSET, AND ELEV. 1 y I R.O.W. i I STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. R z� PED. RAMPS sTq t 1 y 1 .Q o G n N<3 T.B.C. .O�x 1 ^,10ry I FLOW DIRECTION s LOTLINE PED. RAMPS lq° t Sfq 1, _ 5' SIDEWALK T.B.C. .�"lfx ' n 4 REMOVE EXST. y 6 9 6 y 4' BOULEVARD 1 °j PROPOSED qc t t REMOVE & REPLACE xx I TBC } VALLEY GUTTER CROSS PAN +,teO 1 I FLOWLINE GRAVEL B EDGE OF ASPHALT Qe Fc� I I Spq x 00 S£ g 'q°x ' tiyry� SPILL CURB POND ROW cN .s. DO a£hryx%g e � � WILDA LANE (37' TBC - TBC) o .3o 0 p I (24 TBC - rec) °? + "Y I m �i'� + o `5, + U y�P ry I K p O U I � O I f NOTES: m 1 1 1g 1. ALL TBC INTERSECTION RADII TO BE 15' g'L9g REMOVE & REPLACE 2. TBC=TOP BACK CURB I CURB & GUTTER pg0 �` 'y�' t 3. BCT=BEGIN CURVE TANGENT g o & ASPHALT ,try } ��P 4. ECT=END CURVE TANGENT SAr �P kry.� x t I 5. ALL SIDEWALK/CURB INTERFACES SHALL Qx p I HAVE A PEDESTRIAN RAMP PER I �+og < * I C.O.B. STD. DWG. N0. 02529-8 a 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE T.B.C. , z z z x�'" ROAD, WATER, SEWER & STORM DRAIN SHEETS. SPILL CURB xg 1 I a N V�LLEY GUTTE PED. RAMPS 1 M PED. RAMPSP T.B.C. SPILL CURB I I HORIZONTAL SCALE t -u9£ I 8 20 10 0 20 I ' oo £¢ i771 F - - -- - - .. .---- � HIGH POINT�E 6/= 4802.58 U ND ROW HIGH POINT STA = 0+23.35 POND WILDA LANE PVl STA = 4802-4 PVI ELEV = 4802.60 A.D. _ -3.16 4808 it K - 1 .28 Q 32.50"VC E 4808 4806 N O Na Na f +O m o NhSI m . + N V- ro a rnN a + m O >. } +m II II aoa Q 480a O > w 11 48oa m m o NN 1 II wJw �om o o ZZQ N ra o0 oa ---.------ ---0. Spa'----- � � oa+aba ) - - --- xo 4802 II N 11 II N 11 F - _ 4802 LJ W Z 1 3 00 w� N I EXISTING ra-�<>r� EXISTING_/ ` J GROUND Nw v,w a GROUND ASPHALT N Q Q 9> 55 w v as ---- 4800 Y J 0 F 4800 - _.83R }•O% U 3 Z O o U ir Li ASPHALT Q o tl 4798 m ci� u 4798. Q I-_ a ( w n O Z Z O LJ a tt 4 796 c0i 4798 w rc i U U U U Z as Q 4/94 w N 4791 O m a z ZJ _ N 2 PROJECT NO. 4792 w w a 4792 04t 7.039 SHEET NUMBER h t0 nO a 0v a 6� am a� T O m 25 , O O O 00 O O O O O O OO OO OO OO O o 6 O O 00 OO DRAWNG N UMBER m0O Om o 0 _ a moe smm m m wm Mm"CORD DRAWING a D-3 0+40 0+60 0+80 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 - 1 I ASPHALT EDGE y S w i LEGEND: j It 00 LINE 9£ MID-SECTION o I n uI^ 1 ou MID-SECTION R.O.W.LINE I STA 5+02.79 BCT ROAD STATION. DESCRIPTION.1B.50 RT 4802.11 OFFSET, AND EIEV. 0 I yN SLOPE AROUND WEST ASPHALT EDGE 1 » CURB RETURN WILL BE 3.8711 STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. I =R R.O.W. REMOVE k REPLACE l R 1 FLOW DIRECTION EXIST. SDWK k MATCH T.B.C. '' W EXST. SDWK PED. RAMPS `{9 A 35.80 0y I -��" e z; STA F 1 w00ry PD. RAMPS LOTUNE Sr xS 0x PRO 1�U�SED4, _ 1_.�,y� 5' SIDEWALK 9 z S}q `s P 1-sp '1P� VALLI' GUTTER "a�...."• 0 o y0 o,� 4' BOULEVARD x .t EDGE OF ASPHALT ?v� 3 - _-----�^. z 01.00 L£ � ' ,,y0 SPILL CURB ' 0 MERIWETHER AVENUE NA AVENUE 0 Ury� SqC+ 0 (37' TBC - TBC) (37' TBC - TBC) U >a w I o I + ( u NOTES $ 00 6£ 1. ALL TBC INTERSECTION RADII TO BE 15' 1 A w 2. TBC=TOP BACK CURB 61 ��' I 9xryry 3. BCT=BEGIN CURVE TANGENT x I 4.I ECT=END CURVE TANGENT REMOVE & REPLACE 5. ALL SIDEWALK/CURB INTERFACES SHALL CURB h GUTTER h 61 P REMOVE do REPLACE HAVE A PEDESTRIAN RAMP PER I w + CURB & GUTTER h C.O.B. STD. DWG. NO. 02529-8 ASPHALT o Oz z o W w ^ z P O 1 W - ASPHALT 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE y�1 ( 1a " ROAD, WATER, SEWER & STORM DRAIN SHEETS. wl ,gyp 1 O 00 8 I s! E . RAMPS D P SPILL PD . RAMPS CT�O P al T.B.C. 1� I--y I 1 1 �w y Do 9c HORIZONTAL SCALE � ' I 20 I 20 10 0 I 1 0 MERIWETHER AVENUE DONNA 48,0 IIII- II 4810. 4 o PVI STA - 0+50.02 PVI IELEV- 4802.38 4808 0 °t -2.80- -.- E _ - - - - K - 10.731 4808 - - - Q y N 30' VC Z Q N 4806 Z N 1 4806 _ _ $ - $ - - n � 0 0 0 m �o mo a + OF µ� EXISTING > N++ L)�', �Y N A N GROUND 4804 L+J Q E%ISTING AA N o a uj m m c� �cw Z V) 'o'o 4804 GROUND r II II W W V) ZO IL m W > ---` >a a,, 0 w 5 a N W -0• a 4802 Y a V .46 O o 0 4802 - .0 a m Q w N ASPHALT 4800 m W 1 � S � F W Z z APHur N 3 aBoo — a Ly) a � � 0 4798 0 w 4798 - - - LY0 Z Q 0 0 «� 4796 W ut 4796 I 0 W m Z W W g PRQ 0 r a - N0. a - 4794 0417.017.039 _ W'4 SHEET NUMBER 4794 I �i< M07 n mN r mN r mOi l 26 N ~ hN N 00 0N O 0 N 0 Op Op 00 DRAWING N UMBER ' .0RECORD DRAWING O a Om 01 ♦0 T'mg1a< g 0+40 0+60 0+80 0+00 0+20 0+40 0+60 0+80 � 00 1 I iti 14 ASPHALT EDGE I I ASPHALT EDGE z Jzs _ MI -SECTIONLINE I ,H LEGEND: y y 00 NOTE: SLOPE AROUND WEST m ri aW o� 1 RDW CURB RETURN WILL BE 3.361E I fi Luoo ` I `I STA 5+02.79 BCT ROAD STATION, DESCRIPTION, .-N > I TBC 16.50 RT 4802.11 OFFSET, AND ELEV. T.B.C. STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. I I x I ? za 49 PED RAMPS FLOW DIRECTION I 1 ^ T.B.C. WKn qa' p x SJ PED. RAMPS o i I e0 t ry• G~ b 7k 6A LOTLINE I 6� I x� 1 > o �i. 'l• 'L �• 5' SIDEWALK �{= 1 G '' O ,rrllll Ilk o^''l ��•�'. g� 4' BOULEVARDTEIC 1 l Ix hg�OxM Ox� FLOWUNE , 1,y0�4 he.,�G a$p'`G y EDGE OF ASPHALT x! ��SG � ! � 0•P ma`s. ry�g xg}`' °xF, 10 OxA6. 1y+� SPILL CURB xSs� I li t .SJ..y - '��' �i4 tG1• A'`l w d s HUNTERS OD NOTES L CROVE N WAY I x _ TBC) „ / !j (37' TBC - TBC) N •9 1. ALL TBC INTERSECTION RADII TO BE 15' x 00}911 1!2 T4 2. TBC=TOP BACK CURB I O ETC�7t"'5 3. BCT=BEGIN CURVE TANGENT '9S �H4. ECT=END CURVE TANGENT 5. ALL SIDEWALK/CURB INTERFACES SHALL OlC Ox '�>. Ox •� 1 'Pl HAVE A PEDESTRIAN RAMP PER J �(Py ss Cy 9q Cy i 7x LI I"o'&W' REMOVE h REPLACE C.O.B. STD. DWG. N0. 02529-8 01 J'� �S• iTS7'87S !! �;z; w - f� CURB k GUTTER 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE LP' 'P>. E. la_+SyO >• 7) S! HP i �x?s � (EAST SIDE) do ASPHALT ROAD, WATER, SEWER k STORM DRAIN SHEETS. CT �c' ?B (T 9g PED. RAMPS � 1 l & REPLACE T.B.C. I �• $T�'9S PED. RAMPS CURB REMOVE GUTTER k J. F T.B.C. ASPHALT i�g 'le MID-SECT 1 l I IR I o! owe STA4 I ✓R.O.W. HORIZONTAL SCALE I I r Sql I 20 IO 0 20 MICHAEL GROVE g++° s HUNTERS WAY o n 4808 W 4808 u < 3 0 S a tl 'o S e 55 6 N (L s Sa a j oo no o m N O< O /i Z - N O 4806 00 0 j n n +o _ 4806 0 o+� •ac.+ w O N II y0 n %�W A > W 0 OD e Id 0 N w n l a 4804 W 0 4804 _ _ -___-- _ S - I _ W t 1 of >- J a N < V) 3 a R 0 4802 _ _ _ �J �--- ASPHALT ��.�' _ IL 0. 4802 Y W ASPIiALT - -- — O F- o N l w EXISTING -- U m F- i GROUND II'1U 4800 Cb V w 4800 m w F > H 0 (n O Z o � W O 4798 o 0 4798 J Q Q W > TW Q W W W - U Z W W �Q m 4796 z i 4796 w N S 0 a w a o o O Fo u] N EWD N O e n 8rz 0Q f1 Mj Vf1 1'1 h c♦1si J N i N'i J 11 h OO qOO Qhf MI M 10 �♦�, N W 1� INg 'f(V 1D p ♦ N PROCT O 4794 4794 § 0417.039 SHEETNUMBER RECOO DRAWIN 0, 2"0 00 ITT m w DRAWING NUMBER O 0M N T 77 \\ 77 77 0+00 0+20 0+40 0+60 O+Bo 1+DO 0+00 0+20 0+40 0+60 0+80 1+00 1,20 ASPHALT EDGE 'Y R.D.W. I °°�" LEGEND: m STA 5+02.79 BCT ROAD STATION, DESCRIPTION, T.B.C. 'y I I ASPHALT EDGE ip.S b I �1 TBC 16.SORT 4802.11 OFFSET, AND ELEV. SPILL CURB to N' PIED. RAMPS PED. RAMPS 1 STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. I o T.B.C. rirx 1 ^9a BEGIN 00}L11 r ca «a r a SPILL CURB r I asx FLOW DIRECTION OX r o A IfL z° _- REMOVE k REPLACE I 9 LOTLINE EXIST. SDWK k MATCH x X 1 ^x'�9 , �, �aa......•"'�` $GQ x S' SIDEWALK EXST. SDWK I1�, 0 �0 1 THB BOULEVARD �X '""spa I L Slgj P o � FLOWLINE s , U EDGE OF ASPHALT 17q O Z "?` STA 4 f25.00 �1 Mgzo 0o t cr 1 1 SPILL CURB N ,}•�S 0 I � 1 aax DO VIRGINIA WAY VALLEY NOTES: 100 (47' TBC - TBC) 00}91, �'oo I _ 1. ALL TBC INTERSECTION RADII TO BE 15' ia,,�7 O� REMOVE 1[ REPLACE 0' I ry�h 1 2. TBC TOP BACK CURB 27, a� CURB & GUTTER k �— 30' 1 yx J 3. BCT-BEGIN CURVE TANGENT ^ X�y�+ G�S 1 ^A a - 4. ECT-END CURVE TANGENT fj p p IP II a ASPHALT •�P 5. ALL SIDEWALK/CURB INTERFACES SHALL Dg1 ,gyp 6,0 I.�PWilln 6• x I HAVE A PEDESTRIAN RAMP PER �` y ^ 13 x hhh z C.O.B. STD. DWG. NO. 02529-8 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE *I(A+ � Q' , 0 Am ROAD, WATER, SEWER ec STORM DRAIN SHEETS. R .0C .r 00 9Y 5� xq�. 1 REMOVE B REPLACE kh _ a PED. RAMPS I L T.B.C. 1CJ EXIST. SDWK h MATCH p' ` 1 I n `I I EXST. SDWK T.B.C. REMOVE h REPLACE "� PED. RAMPS f SPILL CURB i CURB h G HALT y I 1 0 w 8 HORIZONTAL SCALE REMOVE B REPLACE R.O.W. i 9p` �•-i _q I 20 10 0 20 EXIST. SDWK d[ MATCH 1 I EXST. SOWK 1 h+-I►—y °� IMID-SECTION I / MID-SECTION 1 I LINE LINE E VIRGINIA WAY SILVER MAPLE DRIVE 4812 -. __-- 4812 FVf STA = 0432.08 f PA ELEV = 48 5.44 S A.D. _ _2. 2 S�+E c .. o QQ�y K = 11.4 ♦♦X p B ^ EXISTING p o 4810 _ _ _ _ _-...... - �.- GROUND 1 1, 4810 n 111111 11 < o QQ IN z 4008 Ld M oo, oa, N o 1 1 O+m+ n_ + � T � 4806 1 1 o< +m m u a > w <�y n n n u u"�ii � I EXISTING q�n u �> -0.38$ - d _ J a GROUND awa>aw ::E Q 0k 3 0 p 4804 _ �> -s'- -- - - - - - -- - - --—- --- -- -- - - -4804 Lj W m U ' J ASPHALT N Z O N Jd I— ASPHALT W 0. 4802 - - - -�—- 4802 U Q w p 3 o U Q z m Z Of a L) 4800 4600 m rc a< > ri �Zi Uv W Z N Ww as 3 < 1-A 4798. _ _` _ 4798 w �a ww p a w a r�eff �p z m 4 q a x 2 Q 4 wxm a 4796 aRodEci 4796 01 `x i ii i 0417.039 <n �e♦n nad' nm �o;' va1'#;', a na''', SHEET� R PIP lf� v1 U? w 0 rn m n n 00 0 0 v v o 0 0 o o o o o oo 0 0 0 0 0 o 0 0s RECORD DRAWINGasaaaa' aa .0 .00e, ORAw1Nc NUMBER0 0+40 0+60 0+80 0+00 0+20 0+40 0+60 0+80 D-6 Sm U; J I I' m !lrl;9h I LEGEND: ASPHALT EDGt D'n0 s` o o ( I STA 5+02.79 BCT ROAD STATION, DESCRIPTION, • R.O. TBC 16.50 RT 4802.11 , A ELEV. n t y� a OFFSET, N R.O.w1 a3 N��yq ` STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. T.B.C. I n. I I d", I y KSR O, O2 ASPHALT EDGE �'. M�' PED. RAMPS FLOW DIRECTION 4 pfy r^z' a. �_- .�\scY I 061 REMOVE & REPLACE ' LOTLINE T.B.C. 1 90 EXIST. SDWK & MATCH 5' SIDEWALK xeB I , PED. RAMPS ry r EXST. S�D�W.K ry 4' BOULEVARD �B 1 x��~ l rtA � I F,GtBo�e FBOWLINE Y I I ry �G� .,�•� O'S1O L 6gSS p'S tgG EDGE OF ASPHALT x3 ' 5 I rl pc2' ry�� IOo �t S tG tG SPILL CURB IO p A Lip C r rho, x -- o7z StP ECHANS WAY oOtIsoy� (23' T0. BC TBC) I yCQ�G UNENUE - ��' '6 p LIGHT A V u 0 (24' TBC - TBC) x6 00 6Y l PH��03NOTES X U 39' 1. ALL TBC INTERSECTION RADII TO BE 15' I m '.4`Vr C J 2. TBC TOP BACK CURB N 9 Sr AJ j 'Sp•�J F+p 3. BCT=BEGIN CURVE TANGENT `iC� O4T px 4. ECT=END CURVE TANGENT I x Cy 7 5. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER I Sf JRl fir, 11 �2 C.O.B. STD. DWG. NO. 02529-8 MID-SECTION B 9 Cp 93 jz u 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE J �J,Na N F PED. RAMPS LINE m!S ? ROAD, WATER, SEWER & STORM DRAIN SHEETS. a x* �Sr' REMOVE & REPLACE I i J T T.B.C. REMOVE & REPLACE I I `�7 S CURB & GUTTER & g- N r CURB & GUTTER & , (r PED. RAMPS ASPHALT 5� ASPHALT i I � �'T T.B.C. ' N B HORIZONTAL SCALE I w I I �i►-•-�Lyss �A I I 20 10 0 20 Q g MID-SECTIL - - �1 I I 00 I ZS I - LIME I I MEGHANS WAY SUNLIGHT AVENUE $� ♦ � 0 p� p E 4810 N N N N 1 <> N N STA 0+4066 O g g PVI STA +57.03 > =�Ey - 4810_ < ty N Nw V) w PVI ELEV = 4803.39 55 0 -224 N 55 5 5 A.D. = 2.75 na 5 5 K = 1317 Q 4 a s a s K 1 .92 "W a s--30.0 ' VC _ a n - -- — ------ - -�� - - - — 4808 p H +m w Z N 0+D ro CalL` I p•S N M i °° � vi o Es 0 n Q EXISTING II n 0+ .4 �i mrn f— i 4806 GROUND II II + n �" rn� +0 _ 4806 LJ m > ♦ 0 >> r _ 0� W I < j uU N N ++ m a cn - > N d' 1n 5 N w > > I; N �— W J U' W z0 4804 _ S "� 5 5 4804 Y O -050% - n - - - -- dS; a5� i r„TIIdr, � O_ N �� GKOUND w 5� U Z z ASF44ALT ASPHALT - - Q N W I 4802 N a - - - - 4802 m 0e w o (% Q ? ct 4800 (J(J N W , = 4798 cc_ z i _ - - - _4798 w tn.a _ - - - - - ;�a N a w< a O I m o Qw) ~ ~ 4� �i r1 �i I - PnojECT No. 4796 o3 3 - - --- --- - 4796 o4t7.o�e n m w N m n m h NN �O f 0O ��n r�1A SHEET NUMBER pl)n Y Nj�Q (�y�{ w m DRAWING G - f f ♦ ♦ DRAWING 9NUMBER �_ p_7 0+00 0+20 0+40 0+60 0+80 0+00 0+20 D+40 0+60 ASPHALT � E I I'' 0oU II 1� -ASPHALT EDGE gjLEGEND: of s EIBREAK R.O.W. STA STA 5+02.79 BCT ROAD STATION, DESCRIPTION. I STA 5 34.06 I � REMOVE h REPLACE I ' 16.50 RT 4602.11 OFFSET, AND ELEV. z EXST. CURB CUT AND 8' PVC ' , STA 5+02.79 000.21 CL ROAD STATION AND ELEV. I }L {�' R.O.W. REMOVE h REPLACE EXIST. SDWK & MATCH 1 a EXST. SDWK PEG. RAMPS ! I O jJ FLOW DIRECTION I T I I �,� T.B.C. 1 x 1 SPILL C E 0 6 �7 T.B.C. '� y 1 ! LOTUNE y a s ti REMOVE B REPLACE _ . � I ryxOyA I 5' SIDEWALK •PED-__ ASPHALT .�..... ' to O 1 TBCBOULEVARD 00 1 FLOWUNE EDGE OF ASPHALT I Tq 9J h6 1 g60 ,� 1 0 iIJT63 O4lL 7� , VALL� GUTTER I SPILL CURB I x� $��'b Tg�ll L i 1 of 4 00 �37' l ♦I SS �`) Rj��O�ti WESTERN DRIVE 4 € q, �P + NOTES (24' TBC - TBC) C 4" I x U �9,O / N o - I 1. ALL TBC INTERSECTION RADII TO BE 15' I B T q `sT9 I 2. TBC-TOP BACK CURB , I _ `CT eC` OxT O I 1 3. BCT-BEGIN CURVE TANGENT Ox ? �O 9 �, REMOVE k REPLACE 1 T 1 T CURB k GUTTER k VA EY 'L I 4. ECT=END CURVE TANGENT I '� /s ?) �,Q f F�-'6` ASPHALT ^ I GU ER x 7 5. ALL SIDEWALK/CURB INTERFACES SHALL •S3� ps l CT •1�.6 �P ti C.B. STD.HAVE A DWG.PEDESTRIAN NO. 0 529 E8 VALLEY.1 T tiiCy 51 I 6. UTIUTIES NOT SHOWN FOR CLARITY, PLEASE SEE I ROAD, WATER. SEWER h STORM DRAIN SHEETS. r GUTTE ' PED. RAMPS�r 5� B.C. rn o gg PILL CURB I I y m St R REMOVE h REPLACE - 1 �'� T.B.C. EXIST. SDWK h MATCH PED. PS K1 EXST. SDWK T.B. _td SPILL CU 00 C4 I I 1 i � Owe ' SCALE I w q HORIZ: 1" = 20' I ' I -� �--�, J. VERT: 1" = 2' OO 1 1 X17 HORIZ: 1" = 40' MID-SECTION MID-SEC N 1 1 X 17 VERT: 1" = 4' LINENE 8 WHITE OAK DRIVE WESTERN DRIVE 4814_ 1RO\ - - - - _ w 4814 k 8s 4812 _ _ _ _. _� i?i ' HIGH POINT E EV = 4805.00 _— 4812 m E IDg---...LLL�� f o u S S ro gf. 8� HIGH POINT S A = 0+5282 PM STA r 0+60.66 di 1 1 1 so PIA ELEV= 4805,06 Q 4810 ' < < A.D. -2.15 Q I sril S�. _ K13.93 4810 0 Z ^I�iyL $o a3 30.0 ' VC w z 4808 O 1 1 ;1 O g u u o c vo ,m m e m 4808 W LJ I 1 1 1< 1 1 1 v)l, ee + m N EXISTING s v GROUND m 34 3 a� a ?� v i'i 0i N O zo 4806 4 wDUST" LLJ > 4806 Y z O H r 0.48x_ � 0� W O w ��- _ O -t�g5 m 3 U ASPHALT ASPHALT X Q $S InaI 4804 - - -- --- - 4804 m a F oN in Z ]C K JJ O 4802 4-802 H W V U J =Z W rr W 3 Q N «< z 4800 i 4800 W ��7 __. - Q.5 W W p p e W Q q o o m p Yf g ��Y�t .raft S I� '� ♦ Mf G O n PROJECT NO. 4798 �� i a. 4798 0417.039 M i 7 p SHEET NUMBER m' m f 4 W� - o 0 W, <, N O!' 4 10 N ! 'I � RECORD DRAWING m pas o o30 aD" 0 o o DRAWING NUMBER � D-8 0+00 0+20 0+40 0+60 0+90 _-.... _ - 0+00 0+20 0+40 0+60 0+80 ' ' u ASPHALT EDGE � 1 � ASPHALT EDGE a MID-SECTION z NU LINE LEGEND: a� � oo I ��00 �< 1 I 'R.O.W. STA 5+02.79 OCT ROAD STATION, DESCRIPTION, I k I g o IF�� TBC 18.50'RT 4802.1I OFFSET, AND ELEV. I R.O.W. T' I ♦ Lr T.B.C. STA 5+02.79 4800.21 CL ROAD STATION AND ELEV. SPILL CURB I ��TTT T.B.C. y s� J� i 6 a: 'ED. AMPS FLOW DIRECTION I xs 1 A x-; _Z REMOVE & REPLACE PED. RAMPS 1 CURB & GUTTER & ' LOTUNE I tBo9 I `x� �, REMOVE & REPLACE 6 CURB & GUT;!�R ASPHALT 5' SIDEWALK ' 1 ry• G� ASPHALT 4' BOULEVARD , ' o y°'� ►� TBC 6 �l+�p� FLOWLINE t0� p 0() BS 04 EDGE OF ASPHALT 06 96'y'C � I ox op I �►,Pt 45 SPILL CURB I O�sBJ m oo Z9 9 fi1 xph•� I Jo m N. 25th AVENUE g q°^y1 N. 24th AVENUE x i (37 Il� - TL3c) 1. ALL TBC INTERSECTION RADII TO BE 15'2. TBC=TOP BACK CURB x o� 1 (37' TBC - TBC) i 3. BCT=BEGIN CURVE TANGENT I 6 s �{, OA-LI-ly x 10 4. ECT=END CURVE TANGENT i I ,SST `�[ py xe 5. ALL SIDEWALK/CURB INTERFACES SHALL 1 �oxx y79p I T,� FCT F+Ts� C.O.B. STD. DWG.PEDESTRIANHAVE A NO. 02529 E8 I ep`S,P 1, cyF+sue c�'�€6 S 'gyp 6. UTILITIES NOT SHOWN FOR CLARITY, PLEASE SEE 1 X. ?y* ROAD, WATER, SEWER & STORM DRAIN SHEETS MID-SECTION 6? �tl Q ' I LINE x d 5^ 88 �l•`r�� YED. RAMPS ( 1 `$?s8 PED. RAMPS C.i � R i I T.B.C. p T 8 Y 1 T.B.C. 9 0016 HORIZONTAL SCALE I I I W i e 1 I 20 10 0 20 ~ 00 I9 N. 25th AVENUE N. 24th AVENUE 4812 �j1 - - - _ 4812 E �� g s w 4810 1 1 - - o 4810 gg d <> STA = Oi 24.26 1 1 . - - O Nw ELEV = 4803.20 PM STA 0+70.57 1 N <> PIAST = 0+Z4.Z S5 = 250 PVI ELEV= 480pk�.97 N PVf = 4BC2 Pm S A 0+86. 9 Q as 3.00 A.D. _ -2.91 A.D = 2.50 PVI E EV = 4802.48 a ad. _ = 100 A _ - .7 480& Z n ��. �i � K = 10 17 --__ - - = 11.78 �� N I` VC o,� 7. VC + 30.00' VC y— O �� go 0.00' VC o 1 1 > Rio �o� _ O z° 4806 r '�^ - - - - - --- ti +C, o+ a806 Ld _� S �'v a> o io 0 Ito � I N a s o< 0 .11 o m S J cwi N Li > oi zo 4804 w C4 4804 Y O L W --- - O N ZO p i ASPHALT -O.SOX _ m Z w u 4802, 4802 m dSCkf X 10 ASPHALT _-_ 'Oo EXISTING 1" -__ V) Li Z GROUND - LN > > � J J LAJ Q UU 4800. ti�- _ _ _ __ 4800 L w << In N 2 i H 4798 �i .. _ 4798 w = S w Q ww O o pQ�j' d$$ 5rL .� 5aL g m aPROJECT NO, 4798. �i -- - - - - wi # i i1 41v6 7039 M O nC Q~ofp Qpn♦p Opp�f Wam �ND �qpN♦7 n�m0 ` a f f a a a a O SHEET N UMBER N 31 In LC DRAWING O OO O DRAWING NUMBER cl nnpMrnQpp n p } S 0+00 0+20 0+40 0+60 0+80 _ _ o+ D—9 _. .. o0 0+20 0+ao 0+60 O+BO ,+oo -,+20 ,+40 ,+60 3 2 mg00 3m23 <<f N J2p N� Z O p iWN� Zo 2a ROAD CENTERLINE & MID-SECTION LINE FINISHED GRADE 2 .� :2s' b'cuRe - 22.5' -6"CURB i 1 MM. II 20.5' t MIN. ?'2( ��Z9DE_WALK�4'BLVD. 5' BIKE LANE It ORIONG LANE - �� 12'TURJNG LANE - -�}� 71, DRMNG LANE 5' BIKE LANE 4'BLVD. 5'SIDEWALK L1 3% GRADE GRADE ►—2% _2% -III-III-III-III _ _ _ M-4000 CONCRETE UALLR FILL UNDER THE SID SUBBASE DURSE SHOLL EWALKS EWALKSCkNDBOULEVARDS. \E USED FOR — — — — \ \ \ /\/ /\/\/\ \ �\ �\ — — — — 3'GRAVEL BASE o IN CUT AREAS, SIDEWALK SECTIO MAY BE PLACED \ \ \ \ /\ \/\/\/\/ tY Tovsal o O NATIVE GROUND. \ i 4" THICK HOT PLANT MIX BITUMINOUS PAVEMENT - PLACED IN TWO LIFTS, _ 2' COMPACT TO 93% OF MAXIMUM THEORETICAL (RICE) DENSITY AS DETERMINED BY ASTM D2041 2' N TYPICAL \ /�� APPLY SS-lh ASPHALT TACK COAT BETWEEN LIFTS. r�---��TYPICAL a \ / 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" o 13" UNCRUSHED SUBBASE COURSE (4" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 _f WITH A MAXIMUM LIFT OF 8" EXISTING GROUND SURFACE (TYP.) ALTERNATE - 12" UNCRUSHED SUBBASE COURSE (4" MINUS) - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED wow o STRIP VEGETATION PRIOR TO FILLING BY AASHTO T-99 WITH A MAXIMUM LIFT OF 8" w 3 W w�Na N F ALTERNATE - GEOTECHNICAL REINFORCEMENT FABRIC �>e 5- SUBGRADE MATERIAL - COMPACT THE TOP B" TO 95% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 i ACCEPTABLE BASE COURSE MATERIAL SALVAGED FROM EXISTING ROAD AND/OR UNCRUSHED SUBBASE COURSE (4" MINUS) SS ¥ - COMPACT TO 97% OF MAXIMUM DRY UNIT WEIGHT AS DETERMINED BY AASHTO T-99 WITH A MAXIMUM LIFT OF B" Z E N g w6 �LL MINIMUM 65' RIGHT-OF-WAY WEST BABCOCK TYPICAL ROAD SECTION D-10 NTS. S R mm: 1. SIDEWALK LOCATIONS MAY VARY FROM LOCATION SHOWN ON TYPICAL ROAD SECTION. PLEASE SEE SHEETS R-1 THROUGH R-4 FOR SIDEWALK LOCATIONS. rc _lio E Y O Q O Z 'Ni Q Z p O N n W LLJ 0 V) N J Y a U � a O L` o U m m o o Q a 0 m v) LLJ W C I Z N to J 3 L r�' a 0 m 0417039 O V PRQIECT N0. m M n R E C O RD DRAWING SHEET NUMBER 32 O DRAWING NUMBER D- 10 I 23 9 I y I STA 0+00 - 15+94 ... 40' TBC TBC WEST BABCOCK STREET fI + + - ^ ( a 0i `.- I` �12 rr wa.... _ Vl '� 41N -� m 11 r r r - � r r a + + N n n n CO m n - - O — -'n 2 C < n $ a 0 a a0 0 + + 1- + + n O h< m < n 1 < W ~ N < < < m m n < O+1 < n O m VI yl F.. VI F EE.�,, < fo.� f. OO 2j N n I 3 I m m e �. Wow lz = a 5� F- 24"x36" 24"x36" 24"x36" 12"x18" 24"x30" 24"x3O" 30"x3O" 30"x3O" tD' gO 1 --13' 10 I g 11 ONE O vrmEs tso' g-,WHITErTgn 13 W 8 3 WW W11-2 r CURB F�fE EDGE LINE CENTER rgEml COWER CENTER nV SPEED m 9, 5•BMCE IµE 5'BIKE UNE CURB FACE ~{ 6 o [ELY PT oo """� © ` . I '► Y �� 24"x12" '-1 ' I I II 5.5'Y ©W16-7p T1T '' R3-9J R3-9b R3-9K R7-1 R3-17 R2-1 (25) RI-t 7 -�` 24"x30 24"x3O" 4' 5.5'] VARIES 9" Q g >� 16 2' �_ 4AHM 20' 15' 5' BNCE UV/E rMI �LL4'VELLOW TNO-WAYE - RESE EXISTING REMOVE EXISTING21LEF�LANE E • SIGN SIGN TO STATION NEW B" WHITE D-3 SHOWN t>r� s CROSSWALK / STA 0+46.8 - 16+01 I R3-16 R3-160 a� 24" LONG. WHITE v� -� cal NOTES: r 8'-r-B'r B'-� NEW 24" WHITE 1. EXISTING SIGNS AND POSTS THAT ARE REMOVED AND ARE NOT CALLED TO STOP BAR BE RESET SHALL BE DISPOSED OF BY THE CONTRACTOR. THIS REMOVAL AND rc DISPOSAL SHALL BE INCIDENTAL TO THE WORK; NO SEPARATE PAYMENT WILL BE MADE. { 2. OBLITERATE ALL EXISTING PAVEMENT MARKINGS FROM STA 0+46 TO STA >< o 15+96. THIS OBLITERATION SHALL BE INCIDENTAL TO THE WORK; NO < SEPARATE PAYMENT WILL BE MADE. Q E m N F2 T n Q 10 o J NJ M o +< n < m n 4 - m N 1 IN FEEL) N _ a m • h 'z + < n + p n O1 W O N d <'§ J v r �- + + N VI H < J J J M1 H W 1 m r + O M i o to � j <r + m m N + -- N of rnN rnnIrl 0 _- z - — - N � Y < cV LJ 00 O Z o o t [I] + a Q a m a + e � n R - N H < ~ + ~ W o �_ R y� N N +� n O o m u cr K +�- C +z Qy m r oCK N Y m K1 N N Z N O N 00 1 4 ~ f2 + m T N N N O n Z °' n v=t n N N O a STA 15+94 - 64+48 +/- m WEST BABCOCK STREET Ioo PROECT No. a 45' TBC - TBC 0417.039 RECORD DRAWING SHEET 3NUMBER DRAWING NUMBER i O T- 1 Jsz i�0S 5 goWg Sg N d n N n tl ^ N d N d N d j., •\\\\11j1j' d O n w a� tl J 'N -' J J ~ J mr + H N I ~ N '-O, Fn H HY H ID J n� h J f3' Z tl m go N O N N H H N O, ~ S 1-4 N N N fA N � s 7REMOVIE dT� +1- ir + + 'ir d d --�� 4iH O + C + + +' + 47 +H O + d d t.lil oi ¢n �N N : ¢o C rM o + + ~ "\ oj n ¢o! n 01O N h POST ,O N AT APPROX STA 14+60 �gvv v z WEST BABCOCK STREET s - 45' TBC - TBC Wo"6 " n 24"z36" 24"z36" 24`x36" 12 xiH" 24"00" 24"x30" 30'x30" 30"x30" I-6 �-I pE 10'-{ O 13'—{ 1 D I I 11 NINTE EDGE UNE 12 - VARIES 140' 6`WHITE CENTER �LANE, CENTER N� SPEED wt 1 2 I CURB SAGE LINE LL iY LANE S'BKE LANE 5'BIKE LANE CURB FACE ONLY ~ TH ONLY 25 24 x12 —I �II - 20' ©W16-7p f-B'-I I-a'-1 1 O'er~y+ R3-9J R3-9b R3-9K RI-1 R3-17 R2-1 (25) R1-1 _ TJ r� 24'xx3O" 24".30 2 4' VARIES 9" 15 1—6'—I 16 15. 6'sauD 4'o—BLF REMOVE AND D1f1E lAl1E 20 SREMOVE IGN EXISTING 21 5 BIKE LANE wN1 rE vELL0 UN '--0.--.Ay E STREET NAME �� RESET EXISTING O 16 19 ffffffYY--" 4'YELLOW TWO-WAY LEFT TURN LANE D-3 e'-� a' �0�0 STATION MEAD ENDB NEW 8" WHITE LEFT tLNW LANE 5' BIKE LANE = CROSSWALK STA 17+14.0 — 64+74.0 R3-16 R3-t6a � s NOTE -a=i 9'-,-9' r- NEW 24" WHITE W 1. EXISTING SIGNS AND POSTS THAT ARE REMOVED AND ARE NOT CALLED TO STOP BAR BE RESET SHALL BE DISPOSED OF BY THE CONTRACTOR. THIS REMOVAL AND rc DISPOSAL SHALL BE INCIDENTAL TO THE WORK; NO SEPARATE PAYMENT WILL { BE MADE. ; pk� o � < a �a E el— < N N O d N Z O n w A 0 25 N IA e d N t F i., 1 L4J W + + + + L 'Y�♦♦ Lj g� d0 Yh Otl d� +J a d +� d ~ r + + + V O p 1-ry ¢N Hoj WILT 00 ~ H f Q o ti yL dtl �O J j 0 � J J Id I El O Z M N Or 4J F¢- m +t\ _ _ N N N In _ n m d' N a _ - - _ N v'i 1 t Ln N �O I d¢ ,D a q 0_ + + d N 'In F O ~+ I- z cdi H N do Q '0 �..i 'o ¢a C d d� v, �� w dN N n d n I-O !n n Hof ~N N ry 4 Ynf Oi C F- ti 1-O N t- nIlkFa-O �Y O < CO N tl0 d ID H tl OI N N 0 01 N H O N N PROJECT NO. >J N N N 0417,039 O y NU I MBER RSCORD DRA ING 34 SHEtiT WEST BABCOCK STREET DRAWING NUMBER 45' TUC — TBC T-2 1189 . >dxli n N O n N p < ^Z d z 10 n VLj O`M Z. o � � o rii d R cy J r r o + 'pp h J o n 10nI-ri Y Z � 0 n J N f f r s r s --------------- s 4r j s OT r r9 4 a' r r / g It ww c IrN f a D 0 N4 0 r 1-6T-- 10 O tD tp ON 00 Q. rN O N f P f 01 M] 0N WEST BABCOCK STREET 50 W""a am 45' TBC - TBC IN FEET � � 24"x36" 24"x36' 24"x36" 12"08" 24"x30" 24"x30" 30"x30" 30"x30" D "WMTE EDGE LINE VARIES 120' a r 10'—{ O 13'—{ Q II— —{I 11 12 D"VMITE 13 O w N CENTER W11-2 I I I I I CURB FACE LINE CENTER LANE CENTER NO SPEED a LANE5'BIKE LANE 5'BIKE IANE CURB FACE o .��. o o '" ® O LIMIT © STOP o © ` .1` L w ONLY ONLY TIME ONLY 2J ©wi6xl7p I-D'-I I-e'-I Tj l D c�-9 R3-9b R3-9K R7-1 R3-17 R2-1 (25) R1-1 l i 8 -Altlk ,A.. 24 x3O 24 x30" 4' 6'J - I. 15' BIKE LANE9'SOl1D 4'OOUBIF �,'A1, REMOVE AND LANE IANE I--20 8'-1 REMOVE EXISTING 21 s'5EUOw Two-wAv 4 TURN LANE R 11 STREET NAMED '�+- I RESET EXISTING ® 19 I SIGN �T�LANE wrK1E +EUGx'��E� L-TEuow LANETWO- � 0 S D' SHOWN SIGN TO STATION o NEW 8' WHITE R3-16 R3-160 : CROSSWALK STA 17+14.0 - 64+74.0 re'--r—e' r— NEW 24" WHITE 1.0 EXISTING SIGNS AND POSTS THAT ARE REMOVED AND ARE NOT CALLED TO STOP BAR BE RESET SHALL BE DISPOSED OF BY THE CONTRACTOR. THIS REMOVAL AND DISPOSAL SHALL BE INCIDENTAL TO THE WORK; NO SEPARATE PAYMENT WILL 0 a BE MADE. U n S E a m Z f p -L N 0 O m I n ►— LaJ CD N W K 00 N J m z Q Ko U o 0 30 CD 0 00 + m 'n a I~i1 N t/l o W o w tr r Z 2 Q U1 LO N W 2 N 5 0 a m u PROJECT NO. rn 0417.039 RECORD DRAWING SHEET NUMBER 5 n 35 a DRAWING NUMBER 0 T-3 SCALE �M m=3 HORIZ: 1" = 20' `: VERT: 1" = 5' � � zo 1 1 x1 7 HORIZ: 1" = 40' 08 11x17 VERT: 1" = 10' � 1 7+50 4800 4800 22+50 r 6 al �; �_ 4796 - - / 4796 2 0+0 0 4800 48W 4792 4792 4800 48M w i a -- ♦ n S 4796 4796 -40 -20 0 20 40 4796 \ 4796 n -40 -20 0 20 40 a h � o O, O, n n 1 7-7+0 0 4792 f a 4792 -40 -20 0 20 40 4800 4800 2 2+0 0 c 4796 - \ 4796 1 9+5 0 4800 4800 c o i n i z \ / i - PM N N itl �e 4792 4792 4800 48M 4796 4796 S= rn m gg O f -40 -20 0 20 40 4796 4796 4792 + < 4792 O 2 go -40 -20 0 20 40 c �4 1 6+5 0 4792 ` a 4792 h -40 -20 0 20 40 W x 4800 4800 21 +50 4796 - - -- - -- -- -I -- 4796 1 9+0 0 4800 4800 S 4800 48M rn � n N 4792 - m 4792 - 4796 4796 o -40 -20 0 20 40 4796 -� __ / 4796 -40 -20 0 20 40 f i< m 4792 ~ 4792 1 6+40 -40 -20 0 20 40 21 +00 a z n Q 00 4800 4800 Z N O 1 8+5 0 4800 4800 m Z 4796 - -- -- 4796 4800 4800 4796 4796 �`- _ _ o oLn 4792 N 4792 4796 - 4796 Y � o m m U + N o v 4792 ~ a 4792 O N N -40 -20 0 20 40 on' -40 -20 0 20 40 CJ O W4792 -40 -20 +0 20 40 4792 m OI N o y 16+00 20+50 v, - o w a w m 4800 4800 1 8+0 0 '� N C� o a 4800 4800 4800 48M O O w 4796 - 4796 __ _ —;��T Ci 4796 4796 4796 4796 z a u, r N 4792 p a 4792 w N 4792 a ~ 4792 4792 a s 4792 m v -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -------------------------- P ROJECT No a rn G417.039 S"EFT RECORD DRAWING RAWIN NUMBER n m DRAWIN 1 G NUMBER XS- 1 SCALE HORIZ: 1' = 20' VERT: 1" = 5' Z 7+00 1 1 x 17 HORIZ: 1" = 80' tee ` 1 1 x 1 7 VERT: 1" = 1 0' r � 4804 4804 spa ✓�� Wpm Nas T 25+00 4800 =cm 1== 4800 29+50 4804 4804 4800 4800 4796 - 4796 _40 -20 0 20 40 - - 48M 4800 S N 4796 rn m ~ 26+50 4796 'n ` / 4796 0 -40 -20 0 20 40 g -40 -20 0 20 40 a 4804 4804 24+50 4800 woo / 4800 219+00 4800 -- 4800 -- 4804 4804 o� �- 5 i 4796 n 4796 NITE: w"�a K °T a — FINISH GRADE OF WEST BABCOCK STREET HAS BEEN " 4796 4796 4800 4800 -40 -20 0 20 40 — ADJUSTED UPWARD TO ACCOMODATE STORM DRAIN UTILITIES \ -ao -zo 0 20 a o AFFECTED BY EXISTING FIBER OPTIC DUCT BANK THAT Y — $ RUNS PARALLEL TO ROAD CENTERLINE, APPROXIMATELY EE 4796 4796 C w 8 0 17'-18' LEFT (NORTH) OF CENTERLINE. T 2 6+1 0 -40 -20 0 20 40 24+00 4804 4804 4800 4800 48M 4800 2 8+5 0 4004 4804 - o N f 4796 4796 4796 4796 a 0! OD ~ ~ 4800 - - 4800 -40 -20 0 20 40 E 4792 < e 4792 a -40 -20 0 20 40 $ 4 4796 + 4796 2 6+2 5 -40 -20 0 20 40 g N 26+00 a n2 3+5 0 4804 4804 Q 0 28+00 Z 0 4800 4800 48007 _ 4800 4804 4804 'o - - Z --- - - �i 4796 4796 4796 4796 4800 4800 O o Ln c a < n Y In o -40 -20 0 20 40 -40 -20 0 20 40 m $ O o t, Z N 4796 i 4796 U N O _40 -20 0 20 40 m I Q U ui 23+00 25+50 m + N M N 4804 4804 2 7+5 0 LAJ Q � � U 4800 4800 4804 4804 N p o - a p 4800 4800 w W 4796 4796 - 4800 4800 cq m cf W 4796 4796 En 4792 a + 4792 a ~ 4796 a 4796 N S -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 O m a 0 PROJECT W. 0417.OM o RECORD DRAWING P,EETWI NUMBER Iq ]7 BE y DRANG NUMBER O XS-2 SCALE m � HORIZ: 1" = 20' w�3 VERT: 1" = 5' dWw� io 11 x 17 HORIZ: 1" = 80' b��o 0Q 1 1 x 17 VERT: 1" = 10' 34+50 37+00 w 2y 32+00 KP NQi 4804 4804 4804 —4 4804 4804 mm - / I 48M 4800 4800 \ \ / 4800 - 4800 n \ 'oo D $ 4796 4796 4796 c a 4796 m -40 -20 0 20 40 o Y 4796 4796 O 0 -40 -20 0 20 40 -40 -20 0 20 40 G 36+50 0 34+00 ci 31 +5 0 4804 -- 4804 4804 4804 4804 - 4804 _ _ z \ R. illm!? 4800 - 4800 w��a i \ MITE: �� a 4800 - 4800 4800 g8pp FINISH GRADE OF WEST BABCOCK STREET HAS BEEN _ — — — o _� ADJUSTED UPWARD TO ACCOMODATE STORM DRAIN UTILITIES - \ / 4796 0 "n 4796 AFFECTED BY EXISTING FIBER OPTIC DUCT BANK THAT a $g RUNS PARALLEL TO ROAD CENTERLINE, APPROXIMATELY 4796 / 4796 4796 $ 4796 EqE-40 -20 0 20 40 17'-18' LEFT NORTH OF CENTERLINE. W m -40 -20 0 20 40 w $ 4792 a C, 4792 -40 -20 0 20 40 36+00 O €& � 33+50 3 1 +0 0 4804 4804 4804 4804 _ \ a 4800 4800 4800 4800 48M - 4800 E _ ,o 0 4796 4796 4796 QQ 4796 4796 QQ 4796 - o N • i 3 u a a 3$ -40 -20 0 20 40 -40 -20 0 20 40 a 4792 ~ 4792 Z g -40 -20 0 20 40 C z O 33+00 35+50 3 0+5 0 4804 4804 v _ 4804 4804 0 In 4800 4800 4800 48M -- - Y O + U O z 77— F _j „^� N / 4800 4800 U O 4796 4796 4796 J 4796 p m U r V 533i 6o N x -40 -20 0 20 40 -40 -20 0 20 40 4796 -40 -20 0 20 40 4786 o+ N Y N 4792 (n M O w a Or N U 30+00 32+50 35+00 0 cr 4804 4004 rj N4800 4800 4804 4804 Q N 48W - -- _ w N a 4796 / - - 4796 4800 4900 0 n 4796 g J 4796 PROJECT N0. n m 0417.039 0 4792 a 4792 a 4796 4796 SHEET NUMBER -40 -zo 0 20 40 -40 -20 o zo 40 -40 -zo o zo 40 O RECORD DRAWING38 f DRAWING NUMBER S XS-3 SCALE - TmV2 �2u� 5 HORIZ: 1" = 20' �s VERT: 1" = 5' 11x17 HORIZ: 1" = 80' V 11x17 VERT: 1" = 10' � � 39+50 �p m — 42+00 4e04 -- -- --- 4804 44+50 4804 4804 4800 4800 4804 4804 O O 4800 / 4800 m \ 4796 ~ 4796 - q 4800 i -40 -20 0 20 40 $ 4800 o_ 4796 ~ 4796 + 4 -40 -20 0 20 40 -40 -20 0 20 40 ~ N 39+00 41 +50 44+00 4804 4804 a- Wt0 4804 4804 4804 - 4804 g N a N F stun ah, NITE: 4800 4800 _ __ _ - ` FINISH GRADE OF WEST BABCOCK STREET HAS BEEN ^ - ADJUSTED UPWARD TO ACCOMODATE STORM DRAIN UTILITIES 8 4800 4800 4800 -n / 4800 AFFECTED BY EXISTING FIBER OPTIC DUCT BANK THAT z s $ 4796 a " 4796 ` o .ry �- RUNS PARALLEL TO ROAD CENTERLINE, APPROXIMATELY 8 -40 -zo o zo 40 -ao -zo 0 20 so 17'-18' LEFT (NORTH) OF CENTERLINE. ��y ` 4796 -40 -20 a0 20 40 4796 g F+�1 w 5 J^ :. O 1 38+50 41 +00 0 4 Rl 43+50 � f aaoa aeoa aeoa aaa s / _ 4804 4804 4800 I -IT4800 4900 4800 - a o E o o -40 -20 0 20 40 4900 \ / 48M 4796 < 4796 m -40 -20 0 20 40 ci 4796 4796 < b $ -40 -20 0 20 40 40+50 n Z 8 38+00 Z 4804 4e04 4 3+0 0 Z 4804 4804 ---- -- _ - -- 48W 4800 4804 4804 L v ;F _ _ O c4800 - - 4800 Y C p v? N U + (/) N 4796 4796 4800 48M O z 10 1 -40 -20 0 20 40 N S �/ U O 4796 4796 O] I to -40 -20 0 20 40 Q w m [n x 4796 _40 -20 0 20 404796 N 40+00 ; M a 37+50 H U 0 4804 __ _ 4804 4 2+5 0 N o U —— 0= rc 4804 4804 4800 4800 4804 - - 4804 z / Q 4800 4800 N W O A ry N j o 0 4796 0 4796 4800 4800 m o m 10 ro 4796 ~ a 4796 4798 a PRp1E'T NO. -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 n Doi za3s RECORD DRAWING SNEEf NUMBER r 39 DRAWNG NUMBER XS-4 SCALE HORIZ: 1" = 20' gym= VERT: 1" = S' WN 1 1 x 17 HORIZ: 1" = 80' 11x17 VERT: 1" = 10' C6� 47+00 �a 4808 4808 49+50 U 48M 48M 52+0 0 N z ~ = 4804 — 4804 4808 4808 4804 4804 k 4800 4800 4804 4804 a mfbi 4600 4800 -40 -20 0 20 40 _o 4800 4800 -40 -20 0 20 40 -40 -20 0 20 40 0 46+50 7 4808 4808 4 9+0 0 51 +50 4808 4808 4808 4808 w�g E w Fiji 4804 4804 i u _ NITE: � 4804 _ 4804 4804 _ _ 4804 FINISH GRADE OF WEST BABCOCK STREET HAS BEEN - aeoo o \ 4eoo ADJUSTED UPWARD TO ACCOMODATE STORM DRAIN UTILITIES $ AFFECTED BY EXISTING FIBER OPTIC DUCT BANK THAT 48M 4800 4800 4800 RUNS PARALLEL TO ROAD CENTERLINE, APPROXIMATELY -40 -20 0 20 40 $ ti o o w 8 a Y : 17'-1 B' LEFT (NORTH) OF CENTERLINE. -40 -20 0 20 40 -40 -20 0 20 40 46+00 o d x 48+50 51 +00 � R 4808 4808 4808 4808 4808 4808 \ \ i E 4804 -- / 4804 4804 - 4804 4804 _ 4804 o 0 " 4800 v 4800 4800 ' co ry 4800 4800 n 48 < f 00 `r' $ -40 -20 0 20 40 -40 -20 0 20 40 4796 < 4796 F g -40 -20 0 20 40 48+00 50+50 z 4 5+5 0 48M 4808 4808 4808 3. 4808 4808 (ZID _ 0 0 4804 _ 4804 4804 4804 Y O C8J U + 0 4804 __ 4804 / O Z U 4800 g ---- - 4800 48 480o m I 00 ~ g Q N p w N 4800 4800 + m N Y $ -40 -20 0 20 40 -40 -20 0 20 40 F N d 0 -40 -20 0 20 40 W Q Ln U N � 47+50 50+00 0 4 5+0 0 4808 4808 4808 4808 � Z Q a 4804 _ 4804 4804 - - 4804 4804 4804 w O a O] o a n n n n 4800 0 4800 4800 0 4800 48M 0 48W rrtaEcr Ho. a a T 04 n.0a9 40 20 20 -20 20 40 �° 20 20 �° RECORD DRAWING SHEET 40 UMBER He HuueEF :k XS-5 SCALE HORIZ: 1" = 20' ��Wo VERT: 1" = 5' WW s 11x17 HORIZ: 1" = 80' 59+50 �N� �< 1 1 x 17 VERT:4801 - 10' 48015 o 4804 o a WAMM r .0 57+00 54� 50 aeoe 4808 4800 0 4800 - m a -40 -20 0 20 40 4808 4806 4804 - 4804 4804 4804 4800 $ 4800 59+00 0 o 4808 4808 0 -40 -20 0 20 40 z rc 4800 00 a 4800 V! -40 -20 0 20 40 4804 4804 56+50 - 5 4+0 0 4808 4808 4800 7 4800 w G o w a n i iii 10 NITE: w Na N 4aoa 4808 4804 4804 4796 4796 FINISH GRADE OF WEST BABCOCK STREET HAS BEEN -40 -20 0 20 40 ADJUSTED UPWARD TO ACCOMODATE STORM DRAIN UTILITIESst _ AFFECTED BY EXISTING FIBER OPTIC DUCT BANK THAT Z s i 4804 4804 4800 0 48M RUNS PARALLEL TO ROAD CENTERLINE, APPROXIMATELY LL 58+50 17'-18' LEFT (NORTH) OF CENTERLINE. 0 -40 -20 0 20 4800 4800 4806 4808 O w -40 -20 0 20 40 5 6+0 0 4804 - 4804 g 5 3+5 0 4808 4808 , 4808 4800 4800 ` 40M _ N 4804 61,el 4804 O CID 4804 -_ 4804 4796 4796 -E o o -ao -20 0 20 ao 0 4800 ~ 4800 m 0 -40 -20 0 20 40 'r 4800 a 3 3 4800 r -40 -20 0 20 40 58+00 Z I a S 5 5+5 0 4808 4800 z N O 5 3+0 0 4808 41M i 4808 4808 4804 _ 4804 4804 - -7 _- 4804 / G N _ e P O N 4804 - -- 4804 0 4800 0 4800 Y I OD m U + 2 coN cn 4800 < 4800 Z N O -40 -20 0 20 40 -40 -20 0 20 40 () O m 4800 " 4800 I -40 -20 0 20 40 Q O IM CO � In N Y 55+00 57+50 W 'n 0 5 2+5 0 4808 4808 Q o 0 4808 4808 4808 4808 O m 0 4804 - 4804 _ 4804 - 4804 4804 4804 N a 4800 ^ - 4800 w o O ao Z p 4800 4800 � m N 5 4800- - 7- 4800 IL -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 m 0 v PROOECT 0417.039 In RECORD DRAWING SHEET 41"DM R DRAWING NUMBER XS-6 SCALE mo° HORIZ: 1" = 20' _� VERT: 1" = 5' �°J doW Ao 1 1 x17 HORIZ: 1" = 80' < 1107 VERT: 1" = 10' 64+00 62+00 W 4808 4808 7 o z u %�fi• z _ 4808 4808 yaw..... 4904 4804 4804 4804 N 4a00 4800 S O m 4900 4800 < m -40 -20 0 20 40 z -40 -20 0 20 40 g U �l 63+50 61 +50 480e aaos 6 4804 4804 4804 4804 W 5 w NITE: H a FINISH GRADE OF WEST BABCOCK STREET HAS BEEN 4e00 - 0 4800 aeoo o 4800 ADJUSTED UPWARD TO ACCOMODATE STORM DRAIN UTILITIES 65+50 AFFECTED BY EXISTING FIBER OPTIC DUCT BANK THAT $ -40 -20 0 20 40 -40 -20 0 20 40 RUNS PARALLEL TO ROAD CENTERLINE, APPROXIMATELY Z ~e 4808 4808 17'-18' LEFT (NORTH) OF CENTERLINE. O dLL 61 +00 63+43 104 4804 �gpg 4808 4808 =g 4804 4804 4800 4800 S _ 4804 4804 4800 4800 4796 0 4796 < n g m m o 4800 4800 a oilm -40 -20 0 20 40 f 4796 a 4796 s 0 -40 -20 0 20 40 -40 -20 0 20 40 i; a 4 5 < a a —" 65+00 $ 60+50 63+00 4808 4808 or N Z 4808 4808 m 0 4804 4804 4804 4804 z 4804 4804 N 4800 4800 q 4800 qq 4800 Y 0 0 ZZ 4800 0 4800 o U + V1 N fD m o0 O (O O i 4796 'f 4796 f 4796 a 4796 m I -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 Q U N m O N x C) (/I 0 N O 60+00 62+50 64+50ir fN 4808 4808 4808 4808 0 O 0 w 4804 4804 4804 - 4804 4804 A 4804 w Z N 4800 - -- 4800 4 g mo 4800 0 4800 4800 no 4800 No a m m m m v 4796 4796 a a ° -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 PROJECT NO i rn RECORD DRAWING RAW�NUMBER XS-7