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HomeMy WebLinkAboutBozeman Gateway - Fowler Ave & W Garfield St Infrastructure Improvements L � INDEX TO SHEETS 03. \' a �z�Q > GENGEN RF�S�F�S CONSTRUCTION IMPROVEMENTS FOR _ r a °� _ n " -1 COVER SHEET �- v� �R. IL`JI I-2 MISCELLANEOUS LEGEND AND NOTES � w_ I-4 CONTROLDSHEE S �" ABBREVIATIONS AND NOTE o FOWLER AVENUE AND WEST GARFIELD STREET I-4A HYDRANT BENCHMARKS g ROAD PLAN AND PROFILE SHEETSsll _ El o INFRASTRUCTURE IMPROVEMENTS R-1 FOWLER AVENUE S a B o_"""•Y R-2 GARFIELD STREET R-3 GARFIELD STREET ❑ FOR THE CITY OF BOZEMAN R-4 GARFIELD STREET R-5 GARFIELD STREET _ �So BEING TRACT 2A OF THE AMENDED PLAT OF WEST COLLEGE MINOR SUBDIVISION No. 195A SITUATED IN THE R-s FOWLER AVENUE NORTH 4r, PR E`= PROJECT _ ° NORTHWEST ONE-QUARTER OF SECTION 14 AND THE NORTHEAST ONE-QUARTER OF SECTION 15,T 2 S,R 5 E, AREA Q Q STORM DRAINAGE PLAN AND PROFILE SHEETS P.M.M.CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA SD-1 FOWLER AVENUE DEVELOPER SD-2 STORM DRAIN DETAILS SD-3 STORM DRAIN DETAILS MITCHELL DEVELOPMENT GROUPSD-4 R" SD 4 STORM DRAIN DETAILS a C/O TED MITCHELL P.O. BOX 738 WATER PLAN AND PROFILE SHEETS �'. GREAT FALLS, MONTANA 59403 '^ W-1 FOWLER AVENUE o W-2 GARFIELD STREET Z. W-3 GARFIELD STREET rc _ T �T �T'v MAP /� W-4 GARFIELD STREET Y IC1.1.�1I1 1 MAP SEWER PLAN AND PROFILE SHEETS NORTH NO SCALE SCALE S-2 FOWLER AVENUE z HORIZ: 1" = 200' 11 x 17• 1" = 400' STRIPING AND SIGNAGE SHEETS T-1 FOWLER AVENUE T-2 GARFIELD STREET 3'M W. a DETAIL SHEETS w�N r" s� §� D-1 INTERSECTION DETAILS D-2 INTERSECTION/MEDIAN DETAILS + ' Y D-3 STREET CROSS SECTIONS v , � y 424 PT L7 _ a �� ' � .. ;„ � r ,.* *I- . ,,►•� � R z + tp t� a a > #� £ Vk HUFFINE LANE — COLLEGE ,STREET 1Ws> "3, �I► r= a x Rr 1 � :,',• ,, ,w '. ,,, V y,,� .,, t ,� �,c €''�: ,r< ' :, „gip„�a s,` "�: r �,a, � o ¢ Alt L% .'," r .zr• *'.. „:'�� ' :.W i r„ Pr r. o' F 01 R e Y 0 W a a*. I w > N o a -s. J 1 r p 1_ > Rik ,N, ,. �, i m « , LLJ _ t ic m a F- } GARFIELD STREET N Y7T r Z a a . ar w a eI m Z z ,) / e PROJECT NO. w ; 3638.002 SHEET NUMBER RIlkECORD DRAWING d DRAWING NUMBER r> � 1 Z m0� TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES <m�= GENERAL PIPING NOTES BOUNDARY AND/OR PROPERTY LINE z aww� or; 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION j -- x—x FENCE LINE POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWISE SHOWN. —— EASEMENT LINE 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT PIPE, INDICATED. TYPE OFGHT J INTUANDFFITTINGUNLESS MATERIALTHERWISE SHALL BE `33N7J''L� SECTION LINE OR DEC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. o W -- CENTERLINE (?) 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS BT -- -- BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THEP x v ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL ��?9 ROAD (EDGE OF EXISTING PAVEMENT) BE AS SPECIFIED, 4�i P 4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED ---------------------{ EXISTING CULVERT WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. 5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL O FOUND MONUMENT BOX BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS w OTHERWISE NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR a 0 HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. ® CONTROL POINT 6.SYMBOLS.LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT + COORDINATE POINT NECESSARILY USED IN THE PROJECT. o 1W B-1 BORING LOCATION AND NUMBER. SEE 7, THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. N SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT WELDED,GROOVED END OR SCREWED PIPING, SHALL BE 32+00 o o SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS OTHERWISE NOTED,SEE THRUST DETAILS AND U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. z FOUND C.O.E. BRASS CAP STAMPED W/NO. 8.WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE %BM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE O POINT OF INTERSECTION, SET 5/8"x 18" SHALL BE JOINED TO THE COUPLING ADAPTOR. REBAR W/L.S. CAP STAMPED C-329" 9.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. AP-3 PIEZOMETER LOCATION AND NUMBER 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY X 1000 EXISTING GRADE APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE gg CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. gi g, 0&1000 FINISH GRADE 11.THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR Z e�g THE COORDINATING AND PERFORMING THE CONNECTION OF THE — u 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS Q w , CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND EDGE OF TREES, BRUSH TO THE WORK OF OTHER CONTRACTORS,AS NOTED. 12.PRIOR TO SUBMITTING PIPING DRAWNGS FOR ANY NEW PIPE 12" EXISTING TREE W/APPROX. TRUNK DIAMETER THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR © BUSH STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. f AND INVERT ELEVATIONS. NEW TREE AS SPECIFIED Sn v w SIGN, ONE POST OR TWO POST O� ® EXISTING MANHOLE 05 NEW MANHOLE � n EXISTING UTILITY OR TELEPHONE POLE Y w co � m NEW UTILITY OR TELEPHONE POLE � c DITCH SHOWING DIRECTION OF FLOW o CREEK/RIVER W/DIRECTION OF FLOW GENERAL DESIGN DESIGNATIONS -7000- NEW CONTOUR SECTION (LETTER) OR ON DRAWING WHERE SECTION ZOR DETAIL IS TAKEN: Q DETAIL(NUMERAL) T\ DRAWING NUMBER ~ ��1000�� EXISTING CONTOUR DESIGNATION �'—L� "DEN RE SECTION oOWN:MATERIAL SYMBOLS DRAWING NUMBERRS W}- H N (OR SAME DRAWING) Q p o CONCRETE DETAIL AND SECTION DESIGNATION Z w o I � z 3 STANDARD DETAIL NUMBER XXXXX ---STANDARD DETAIL DESIGNATION Q a GROUND SURFACE ATEENDAWING OF DRAWINGSRU D-33 W Z STANDARD DETAIL DESIGNATION Q� LLJ W fN NOTES: IV n w1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. m O 0 2, IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE c( NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE W J j WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- L,J URES ARE SHOWN IN HEAVY LINE WEIGHTS. = U j ~ On m V) Z Z Q 5 W GENERAL NOTES: o v 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON T m a STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS RECORD �� T�T OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS 1�{` 11 w MAY NOT BE SHOWN ON THE PLANS. PROJECT No. p SHEET NUMBER 0 2 DRAWING NUMBER n 1-2 mom ¢m.z aw?a ABBREVIATIONS GENERAL NOTES Az W � 25o 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard A�3� is Specifications, Fifth Edition, March, 2003 and City of Bozeman Modifications to the Montana Public Works Standard iwo AS ANCHOR BOLT FB FLAT BAR, FACE BRICK Specifications, Fifth Edition, March, 2004. AEON ABANDON FC FLEXIBLE COUPLING PIE PLATE, PROPERTY LINE PLYWD PLYWOOD 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum ABV ABOVE FCA FLANGE COUPLING ADAPTER PIMP PLANT MONITORING PANEL cover of 6.5 feet with respect to finished grade. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN ADDL ADDITIONAL FDN FOUNDATION PNL PANEL PRCST PRECAST 3. Maintain 18' (vert.) separation between all water main and all sewer main. ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED ADPTR ADAPTER FET FLARED END TERMINAL 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, PRELIM PRELIMINARY AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER as determined by Owner and the Engineer. A AHR ANCHOR FF FINISHED FLOOR PREP PREPARE, PREPARATION PROP PROPERTY 5. The location, depth and size of existingutilities shown on these plans is approximate. The Contractor shall field ` ALUM ALUMINUM FG FINISH GRADE p nn R F,o- ALT ALTERNATE FWYD FIRE HYDRANT PRV PRESSURE REDUCING VALVE verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The PS PRESSURE SWITCH, PIPE SUPPORT Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT OF TANGENCY proper protection when location is known. APPROX APPROXIMATE FLEX FLEXIBLE ARVD APPROVED EEG FLANGE PVC POLYVINYL CHLORIDE 6. A list of representatives to contact for information regarding facilities is as follows: ARCH ARCHITECTURE, ARCHITECTURAL FEE FLOW LINE PVMT PAVEMENT w ASPH ASPHALT FIN. FINISH PAD RADIUS Montana One Coll System Dispatcher 1 800-424-5555 RC REINFORCED CONCRETE Montana Power Co. Matt Micklwri ht 582-4671 AVG AVERAGE FLR FLOOR g a AT FO£ FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE Bresnam Communications Scott Adolf 585-2355 RD ROAD, ROOF DRAIN BD BOARD ERR FIBERGLASS REINFORCED PLASTIC RDCR REDUCER 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all BFVLV BUTTERFLY VALVE FSA FABRICATED STEEL REBAR REINFORCEMENT BAR construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall - o BETW BETWEEN FT FOOT, FEET REF REFERENCE be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not BE BOTTOM FACE FTG FOOTING, FITTING be made. REINF REINFORCE o BLDG BUILDING F TO F FACE TO FACE 1° RELOC RELOCATE, RELOCAT70N BLK BLOCK GA GAGE, GAUGE READ REQUIRED 8. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. � BLW BELOW GAL GALLON RST REINFORCING STEEL Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The BM BEAM, BENCHMARK GALV GALVANIZED RT RIGHT cost of this additional bedding shall be included in the unit price bid for water and/or sewer main. Laiii SOT BOTTOM GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY ERG BEARING GND GROUND 9. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. SAN SANITARY BRKT BRACKET GRTG GRATING modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. CHAN CHANNEL GSKT GASKET SCHED SCHEDULE personnel only. L 1 w m SDWK SIDEWALK CHK CHECK GSP GALVANIZED STEEL PIPE i Cl CAST IRON GVL GRAVEL SECT SECTION 10. All fire hydrants shall be installed in accordance with C.O.B. Stall Dwg No. 02718-4. wuc'iya 3 F CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SHT SHEET u, SIM SIMILAR 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in ram^ CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as indicated on the plans. CIPC CAST-IN-PLACE CONCRETE HE HOSE BIB SP SPACE, SPACED CIRC CIRCULAR HD HUB DRAIN 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall �e S SPEC SPECIFICATION be watered to control dust when ordered b the Engineer. Erosion shall be controlled in accordance with the MPDES _ CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SPG SPACING y 9 Permit. CIE CENTER LINE HDR HEADER O w SPRT SUPPORT �LL CLDI CEMENT LINED DUCTILE IRON HK HOOK a SO SQUARE 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments CLG CEILING HM HOLLOW METAL d � CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO FT SQUARE FOOT indicated on the plans. Elevations are finished asphalt elevations. o CMP CORRUGATED METAL PIPE HP HORSEPOWER SQ IN SQUARE INCH W SST STAINLESS STEEL 14. All disturbed area shall be seeded by the contractor in accordance with MPDES Permit. f--�'#, E; CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION CO CLEANOUT HT HEIGHT, HEAT TRACE accordance Access for other contractors working on the site and emergency vehicles shall he preserved at all times in a „, COB CITY OF BOZEMAN HV HOSE VALVE SS SANITARY SEWER accordance with the concurrent construction plan provided in the project manual. COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STD STANDARD - STL STEEL companies.STIFFENER 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility COMB COMBINATION HWY HIGHWAY ST mn CONIC CONCRETE OR CONCENTRIC HYD HYDRANT CONN CONNECT, CONNECTION ID INSIDE DIAMETER STRUCT STRUCTURE CONSTR CONSTRUCTION IE INVERT ELEVATION SYM SYMMETRICAL The contractor shall notify One Call ®1-800-424-5555 for onsite utility location. All existing utilities shall be T&B TOP AND BOTTOM marked before digging. CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE TB THRUST BLOCK CONTR CONTRACTOR IN. INCH TBC TOP BACK OF CURB 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall COORD COORDINATE INFL INFLUENT TF TOP FACE immediately repair the damage at the contractor's expense. < n CORR CORRUGATED INSTL INSTALL, INSTALLATION Y 4 o w TEMP TEMPORARY, TEMPERATURE I > CP CONTROL PANEL INSTR INSTRUMENT19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed ,a w THK THICK CPLG COUPLING INSUL INSULATE LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See m m m a C TO C CENTER TO CENTER INT INTERIOR THOU THROUGH measurement and payment in the specifications. d o T.O. TOP OF Y w CTR CENTER JB JUNCTION BOX a x a a m o CTSK COUNTERSINK JST JOIST T.P. OUTSIDE TOP OF PIPE 20. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. a CU CUBIC JT JOINT TflC TOP OF CONCRETE, TOP OF CURB � CU FT CUBIC FEET L ANGLE TST TOP OF STEEL 21. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 24' from T-W TOP OF WALL finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations are <( CU IN CUBIC INCH LBS POUNDS shown approximate and shall be field fit as directed b Engineer, Q CULV CULVERT LF LINEAR FEET TYPICAL PP y g DECUB UNIFORM BUILDING CODE � CU YD CUBIC YARD LNTL LINTEL 22. Maximum top elevations provided for water main construction represent the minimum top elevation at the Z UG UNDERGROUND D DRAIN LONG LONGITUDINAL location identified to achieve the required 6.5' cover based on planned street elevations without allowances for 0 d PENNY(NAIL SIZE) LP LOCAL PANEL ULT ULTIMATE UTIL UTILITY construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe DBA DEFORMED BAR ANCHOR LR LONG RADIUS is achieved. o V VALVE, VOLT o DBL DOUBLE LT LEFT w N VB VALVE BOX ~O \ DIET DETAIL LVL LEVEL ni VERT VERTICAL N DI DUCTILE IRON, DRAIN INLET LVR LOUVER Q Z CIA DIAMETER MATL MATERIAL VOL VOLUME o VRFY VERIFY O DIAG DIAGONAL MAX MAXIMUM W Z VTR VENT THROUGH ROOF DIM DIMENSION ME MACHINE BOLT W WIDTH Q 3 DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER WD WOOD CD Q N 7 DIR DIRECTION MCP MOTOR CONTROL PANEL W/ WITH Z o ON DOWN MECH MECHANICAL W/o WITHOUT F- DR DOOR MFD MANUFACTURED WL WATERLINE Q Q DWG DRAWING MFR MANUFACTURE, MANUFACTURER EA EACH MH MANHOLE WM WIRE MESH, WATER MAIN W EF EACH FACE, EXHAUST FAN MIN MINIMUM WS WATERSTOP, WATER SURFACE WSTL WELDED STEEL, WROUGHT STEEL �J m EL, ELEV ELEVATION MISC MISCELLANEOUS WT WEIGHT O m Lo Lo FILE ELBOW MJ MECHANICAL JOINT WTR WATER m Q > ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) o WV WATER VALVE mENCL ENCLOSE NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC Lil Q ENGR ENGINEER NO NUMBER WWM J EP EDGE OF PAVEMENT NOM NOMINAL XFM WELDED WIRE MESH = 0 FMR TRANSFORMER ~ Z m EQL EQUAL, EQUALLY NITS NOT TO SCALE Q YD YARD EQL SP EQUALLY SPACED OC ON CENTER EQUIP EQUIPMENT DO OUTSIDE DIAMETERNOTE N Z EQUIV EQUIVALENT OF OUTSIDE FACE Q - Z g EW EACH WAY OHP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR a. EXC EXCAVATE OPNG OPENING USE ON DRAWINGS AND TEXT", PUBLISHED BY THE w N EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) a EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. O EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL � 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT z EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. PROJECT No. w EXT EXTENSION, EXTERIORPEN PENETRATION 3638.002 N 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS RECORD �`_ 'T�� 3 o F FLANGE PERP PERPENDICULAR W 1 FAB FABRICATE PH PIPE HANGER - (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE SHEET NUMBER °J PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTI IFP FGFND IFFTS, AS APPI ICABI F. M `a PJF PREMOLDED JOINT FILLER 4. MONI",nn I^url I wol¢Ic, API cll icnlloNs:. _ DRAWING NUMBER FOUFI DI IIi)I I U�J2` 1 ff �Plli [DI NDl1M I i.1TF f) JUNL ' )c)8 II „_:�_LI,LI� L�II L I��,, �, ,I{� 1-3 w3p m0 N � O z�ZO yUZ W z O �� SURVEY CONTROL amC OU > v.H6 fG Im�O 2 a o�I'S POINT NORTHING EASTING ELEVATION DESCRIPTION �m 1 10013.21 9993.69 4848.02 CP-1 2 10591.95 10018.03 4842.82 CP-2 3 10487.79 8380.50 4839.38 CP-3 SCALE 4 9842.41 8846.42 4850.49 CP-4 HORIZ: 1" = 200' z 7 9234.75 8582.39 N/A CP-7 11 x 17: 1" = 400' P U SOW N .W tt� V wUN6 Z N e�� �'. �n8 S1*,..:.s .,: f `� �id M.. ...., .,.,m,rzt s, �3r,• i� �,.., f "�. '1--- ,f) � '� 'f.. ai �`� 1! w •� ." ,�,, 11 twaks! +yam" w�- ILr , "HUFFINE LANE , °-: y-- —- - - COLLEGE STREET �g a w.. � 4 0 e 3 s o.. f CP 1 • i"� is z .J•`i y CP4 q O Q C/) v �k w 3 w CD w Q % M > �( GA RF E. - ,� _ — om o a .. amm N a A w 0 a A rr-j i„ U RECORD DRAWING3638.002 PROJECT N0. N SHEEP QUMBER s ..,a. ,,. M r7 � �1 pmm eat DRAWING NUMBER 1-4 olo HYDRANT BENCHMARKS POINT NORTHING EASTING ELEVATION DESCRIPTION "A" 10453.4419 8412.5206 4841.75 HYD "A" "B" 9259.9444 8606.5972 4858.61 HYD "B" "C" 9261.7451 8838.0760 4860.42 HYD "C" "D" 9265.0415 9238.6497 4859.89 HYD "D" "E" 9267.7896 9572.6000 4861.84 HYD "E" 4 "F" 9270.7340 9952.6201 4861.29 HYD "F" "G" 9273.9591 10386.6461 4859.50 HYD "G" "H" 9276.4784 10725.6761 4861.31 HYD "H" 9279.0770 11085.4056 4863.30 HYD "I" "J" 9279.7401 11331.9729 4864.65 HYD "J" "K" 9281.1375 11851.5358 4862.41 HYD "K" NOTE: ALL HYDRANT ELEVATIONS ARE TO THE "ARROW BOLT" GRAPHIC SCALE 200 0 100 200 IN Ir:r:r) I i-h- 200 ft. RECORD DRAWING 71, lop „ �M � HYDA�� � _ "imam r� 'm'•mR a^dfr ... _ • � �C L� `"s�.� '^ I - . . .`,o--. - , °.p° M r y nt �; 1. i t I Q , r 43 GAR IELD STREET HYD „I„ HYD »�„^ " . H „ - HYD „�„ HYD H" ,.a"...,.,� �►� I HYD ,>D„ HYD „�>, HYD I'D" HYD nE„ HYD „F„ �.; _ _ ,... x _.... a _ e � �... � i H i_ VERIFY SCALE! _ REVISIONS "`"�"`�",I DRAWN BY: KMG PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _ � 3638.002 REDUCED LINE BELOW I MORRISON 901TechnologyBvd. - 2, cHKD.ev: 777 _.. THE BOZEMAN GATEWAY MEASURES ONE INCH ON Su9rveYo�s Bozeman,MT 59718 ¢� w ri SHEET NUMBER ORIGINAL LIRAWING, i J� APPR.BY'. ??? BOZEMAN MONTANA aA - --j A/T A TT T-)T T Scientists �. vJ W 2� DATE: 1/29/2007 DRAWING NUMBER 1V1ti1P�LOLL' 11V l;. Planne s PhDna:Iaos�s67 m 1 I Fax:(aos�587-1ns f Q.A.REVIEW HYDRANT BENCHMARKS a��MOOIFY SCALE ACCORDINGLY! An Frz phyee-Owned Co =y f� `7..y BY; PROF -' H:\3638W02-ENGWCAD\PLANSWS-BUILTSIGARFIELD-WiR.dwg Plotted by ISgamradt on MayY25/2007 I COPYRIeM®MORRISONJbUERLE,INC.,2 � DATE: __ I � I FOWLER AVENUE COORDINATE TABLE TPC IRA I =40' a �w�� .- NOTES: FOWLER AVE. STORM DRAIN 1g w� STATION NORTHING FASTING DESCRIPTION d PIPING AND DETENTION PONDS . I v 0+00.00 9134.35 8547.13 P.O.B. ALIGNMENT ARE SHOWN ON SHEET SD-1. STA 1. +56.00 RA I N Lo N_ + c �� II� I�� ��1 a��i SCALE __1+00.00 9234.35 8546.68 CL GARFIELD STREET END FOWLER AVE. A HORIZONTAL g �_ 00 SIDEWALKS IMPROVEMENTS THIS CONCTRACT. I RIZOtJTAL > 64-30.85 9765.19 8544.31 PC HORIZONTAL CURVE FOWLER/HUFFINE RAD BREAK HORIZ: 1 = 50' 8+60.70 9987.37 8493.24 PT HORIZONTAL CURVE SHALL BE CONSTRUCTED INTERSECTION TO UNDER SEPARATE CONTRACT. VERT• 1 = 5' 10+20.70 10131.63 8424.03 PC HORIZONTAL CURVE LENGTH=229.85' CONSTRUCTED UND RADIUS=519.00' SEPARATE CONTRACT. 133 "�h �+ + 12+50.54 10353.81 8372.97 PT HORIZONTAL CURVE 11x17 HORIZ: 1 = 100 DELTA-25-22'27" RCP SEE SHEET SD 1 13+50.00 10453.26 8372.52 END FOWLER THIS CONTRACT TREES BETWEEN STATIONS 10+00 AND 1 1 x17 VERT: 1 - 10 14+51.24 10554.51 8372.07 HORIZONTAL GRADE BREAK :Q a 14+60.09 10563.35 8372.27 CL HUFFINE LANE 11+00 TO BE REMOVED BY CONTRACTOR 19+40.52 11043.65 �,,, ,. END ALIGNMENT .4=> -�- _ N 11°19'16"w� p� SEE SHEETS 2.& D-2 F... �, _.. _ 489.�7' _ -}-. 1--- O FOR INTERSEC N DETAIL p �" _ - '� 7Q p b 5 a STA 1+43 O HDPE UTILITY 0 DUIT '4 1 R SEE SHEET SD-1 '> o� r '; I # _ 1 RCP SEE SHEET SD-1 INSTALL 110' 1Z' & 18' g,� i 9 :D w ,.�.,,., STA 4 00 �.. o N INStz TALL 110' VC - t o a IRRIGATION CONDUIT �� STA. 1+00.00 NTSTALL01010' 6" PVC FOWL- TBC A VENUE,.. 15" RCP SEE SHEET SD-1 � �. N2i�6 .i � � �5 � 1. i / /j o FOWLER= IRRIGATION CONDUIT i STA. T+00.00 p % No MEDIAN w W�I GARFIELDy. SEE SHEEN 213NMOH SSA. 14+60.09 o FOWLER= STA 9+76 = FOWLER .� W N CENTERLINE o -- INSTALL 110' 12" & 18" '2' i -- ,.,. o - I HUFFINE LANE HDPE UTILITY CONDUIT 1 TBC RADIUS 64 g _...-.__. o - o % STA 13+57 o 35.5' o INSTALL 110' 12" & 18" - - J - 28.0' HDPE UTILITY CONDUIT 100' 50' _ _ LENGTH=229.85' RADIUS=519.00' 48" ARCP SEE SHEET SD-1 7 TBC RADIUS=25' I DELTA=25'22'27" 5? F STA 4+78 Y W INSTALL 110' 12' & 18" z HDPE UTILITY CONDUIT TREES BETWEEN STATIONS 11+00 AND I O wLL W INSTALL DEAD END BARRICADES 1 14+00 TO BE REMOVED BY CONTRACTOR gg q SEE COB STD. DETAIL NO. OZ9@10-2 ~ a �^ W r 48" ARCP SEE SHEET SD-1 ! : _ w E 72" EQUIVALENT ARCP CULVERT q 0_4 SEE SHEET SD-1sit v SHOWN OFFSET FOR CLAIRITY I G��p 2 PVI STA = 8+00 PVI ELEV= 4851.25 Sn N A.D. - 1.80 o� g + 2001 VC W_ I FOWLER AVENUE 4860 : _.. 4860 ^..w N w- 1- _ I _.. I_.PVI-STA LTF1+48.42._ PVI ELEV=_.4842.54 - - -•. A.D. 1.25 m � d AS v+ .. w 0 AtT STA 4+86.00 RIGHT TBC > _ ]I a K 80.00 3 o a o .. E 4855 -- _ : : START SUPER ®'aa 4855 0 a o m o o D.70% ELEVATIO _ ... 100'..,.VC _ .. { Z © y O _ ....._--I __ 1 EXISTING .....�.. _ "m'.•r + ao a a, : 4850 r _: of 4850 .-'I II__ ........GROUND ........- �. ...-_ o �+r............. Z o i01 N FT TBC _. ...� W + �� o �o� o o g LE ,2 S m m LEFT TBC ,� + a '.00- � o �- I 4845 w II II II II II 45 Q STA 13+34.00 w I wF w LLJ E --- T.__-' ... �. _ END SURER a w O wN w I Lil RN-- I. ...J I �. ELEVATION S >5 5 5 Q W Z 4840 11'II- . --._._'_-{---_`-- o :71. 4840 W W + 0% _..._ ..__ �• Q CL C o _ I� _ I (� �tfGHT TBG j: �71 LLj � 4835 4835 N 0 0 w I J 4830 4830 0] Ju. L_4_ 24 C2WWOO�.- O>O> hh V1 V1 �a NN OO .- M� �tD OW I�� �W �W Oi CO 1�a WN NW WW 7O O� hI� ,[]W NW OWW BOO rO cps O d'.L� WW MM W W <p[O �'d NNMM MrJ „J M) MM MM MM M CVM CV eM NM �-M M 'M ON) OM OM ON OWN OiN (n� a66 a66 WW .61� N ' M NVQNtO NN NN NN NW NN NW WW WW WW WN NN WUT )N NN NN WN NN NN ,OW NW NW WW WW dui d-W �M a,(1 as .1'd' a'� �a �� d'sF sE.t d-d �� 1V C"a �� as �C �'.� �'M OM aM d-M Q z LL� W W WW WW WW WW WW WW WW WW W W W W- W W W W WW WN NW WW WW NW WW WW WW W WW WW WW WW W W WW WW WW WW W W N W W W W W W W W W W W W �0.0 W W W N COW N W Z"ta 4825 J._ - _ __ wN4825 Nm w w __ a �y J Q7 m J RR � W )mo +I W�aJ li 48 PROJECT N0. ~ 20 I 4620 $ltrl- �� _•-__ 3636.002.040.03 i0 �' XI-VIH p SHEET NUMBER rN ...n......Oa ._O_N �W� n..1..�.. OrN� d'O ..__O r WN O N O O Wa '� m..M .WO MmOI O W O MO MO MO M0 MO M m 'a OW? -MW CIOnm W W 4 4N4N4W4W �W i M DRAWING 5 NUMBER 6O O w O J WN M W u h ] O � b 0 0o0 OW 0 0p 0p 0 DW W WW W W W WW a W a0a '0� W W W a d a< a�a a� 4 as Z, as `ra 7 0 -R d. 0tl WamW � � + d, a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+OD 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+- 00 14+50 15+00 32 m00 _. >w Zi m U ZW� � N KJ2m 2 z O 0 o 2Q � GARFIELD STREET POND #1ELD STREET POND #1 OUTLET VOL= 845 FT-3 STRUCTURE SEE SHEET SD-3 STA. 75 LF POND = 42' X 14' X 1.5' STA. 75 LF INSTALL 75 LF 'n» W W/4:1 SIDE SLOPES INSTALL 75 LF 12" & 18" HDPE UTILITY ^fit a33/y���� POND BOT. EL = 4853.67 12" & 18' HDPE UTILITY STOCKPILE STOCKPILE CONDUIT -� CONDUIT LOCATION LOCATION w is O131U21V0 g FOR FOR SCOo gip% m o' STA. 6+10; 22' LEFT EXCESS EXCESS 1" GARFIELD s_ INSTALL 36" STORM TOPSOIL I OVERBURDEN o STD. o � W � DRAIN INLET COB NO. 02720 1 ",I ��au•• N N N TBC = 4856.81 O N N N �rn ti h J�N ti M INV 4853.92 . ,,.. SUMP = 4853.1853.17 m o"' o°`O o`O STA 4+29 50 LF OF 12" PVC STA 12+77.13 REMOVE EXIST. FENCE OUTLET PIPE ® GARFIELD STREET I WITHIN ROAD EASEMENT 0.50% SLOPE lr HORIZONTAL ALIGNMENT Q + DIRECTION CHANGE. m STA. 1+00.00 =v ^v v v (45' TBC - TBC) FOWLER= STA. 1+00.00 I 325 f _ o GARFIELD ro �I cn N89' 1'43"E °J tO o - ro °' N89' 4'27"E. +- - --i- - --i- - I - ---�- - o -I-- o o- -T - o - F -o L=1 43 6.08 o L=1 77.13, 0 00 00 o 0 0 0 0 0 o N "�•q "�9 q� q y q q q y � '.. STA 12+77.13 .. yqT v2 yq<r°o�y9<r`?sy yq�TS Oq�TO oq�T Sao STA. 6+43 INSTALL STREET MONUMENT a INSTALL 94 LF OF 24" RCP FOR SEE COB T6D C DETAIL �� z W FLARED END SECTIONS I`R8SS r8•�Q�9Ss�d' r�ss�g. F9S)�8)'6S)�g A6s)�8• / BOTH ENDS N0. 02529-3 m .10 .29 TA. 1 0 LF GARFIELD STREET COORDINATE TABLE INST 12" & 18" HDPE UTILITY NOTE: CONTRACTOR SHALL ONLY CONSTRUCT 18' OF ASPHALT STATION NORTHING EASTING DESCRIPTION CONDUIT ROADWAY WITH A 2' GRAVEL SHOULDER ON THE SOUTH 0+00.00 9233.52 8446.69 P.O.B. ALIGNMENT SIDE OF CENTERLINE OF GARFIELD STREET. CURB, GUTTER, AND SIDEWALK WILL NOT BE CONSTRUCTED UNDER THIS 1+00.00 9234.35 8546.68 CIE FOWLER AVENUE SCALE STA. 3+91 a $g INSTALL 75-6l= 70 LF (A.B.) ROAD EASEMENT CONTRACT. THE STRIPING PLAN WILL NOT BE MODIFIED. 12+77.13 9987.37 8493.24 ALIGNMENT DIRECTION CHANGE HORIZ: 1" = 50' INSTALL DEAD END BARRICADES 12" & 18" HDPE UTILITY BOUNDRY STATION 1+40 TO STATION 14+50 25+88.65 9253.78 11035.26 CIE PROFESSIONAL DRIVE VERT: 1" = 5' W mLL SEE COB STD. DETAIL NO. 09810-2 CONDUIT SIDEWALK IMPROVEMENTS ON THE NORTH SIDE OF THE STREET 26+23.22 9254.04 11069.82 ALIGNMENT DIRECTION CHANGE � SHALL BE CONSTRUCTED UNDER SEPARATE CONTRACT. 42+99.81 9258.54 12746.41 CIE RESEARCHDR. 1 1 X1 7 HORIZ: 1" = 100' � 51+85.84 9260.93 13632.44 EDGE ASPHALT 19th AVE. 11 X17 VERT: 1" = 10' W 52+07.79 9260.99 13654.39 CL 19th AVE. 52+57.70 9261.12 13704.30 END ALIGNMENT O mg GARFIELD STREET ` HIGH POINT ELEV= 4860.48 HIGH POINT STA = 12+55.89 �6 HIGH POINT ELEV= 4858,67 PVI STA = 12+50 HIGH POINT STA = 3+46.99 LOW POINT ELEV= 4857.05 PVI ELEV= 4860.68 PVI STA = 3+13.28 LOW POINT STA = 6+09.63 : A.D. _ -1.09 PVI.ELEV 4859.35 PVI STA = 6+00.04 : K = 138.22 _ A.D. = -2.36 PVI ELEV= 4856.88 150' VC K = 105.80 A.D. = 1.45 4870 K = 69.06 4870 1,82 w 250' VC 100' VC + O } m Q m a 4865 m. N 'n ro _� m o n N o : Gi .. `n w 4865 w w N Q '6 f + W O V W U V U m o o N II II_. II V) U _ : > >. Gi U m cn vi 4i Z a w v~i co m w W m m +o w m u > w 4860 Q 4860 y- J w ASPHALT 'O w W Z 0.98% 4855 - - - 4855 EXISTING N EGROUND _ - _--._.... _.. __. F- z W y _ - 4850 Q LLJ � w + O f v 0 d o �. STA. 6+43 INSTALL 24"RCP o 5 o 4845 INV IN = 4853.69 484 p w INV OUT 4850.67 W C3 < a SLOPE - 3.21% IV O m D 4840 n 4840 cjlm o Li Em Em wm JJ w z o J 3W Q.¢ g 4635 Zo ww RECORD DRAWING LLJ 4635 �+ co + J w zQ Z ZO Z N.d 4830 PROJECT N0. I 4830 :wF UVI w6 _ _ 3636.002.040.0310 N - O SHEET NUMBER O M 00 NO r NN M 1�� (OO O d.N �O NN �N (O Ma Nh �M] OM M F\ N� r ins a .gip O� d-� m N m m� O O� M O>� tpM r WM a0 RtiN m a0r r mO O � # r O M to rn N :t0 O d' 01 fp O� N sh N O O O N r 6 N� N Na Nymj �!] um]� N N� N� N� �� �N �� �� �� �� N� �� N� Nij �N �N NN �ij N N� N NN N NN WW� NN N vl� �� �.� N �� N �� N �� N� �� i[l� �� N� N� �t00 N� N NN r(1 �LL'p1� j d� a a� a m� a °�� a as �°�° a� a� as a� as as �� �� �a �� �µ �� a� �� �� a a� <� a dye. C 7a d a� �� �� a �a a �a a �� d� �� <� a� �a a� two a DRAWING NUMBER R-2 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 moo ¢m UZ za j NZw V' h 0 z NZ Z � p STA 25+89 CONSTRACTOR TO REXtIGN o0 INSTALL 65 LF GRAVEL ROAD Tq-'MATCH w��� Ea 24" STEEL CASING PIPE INTERSECTION.' wWo IE OUT=4849.38(N) STA. 19+05.56 LT IE IN=4850.03(S) EXCAVATE FUTURE ROAD p "33%v"'��� FOR DRAINAGE. 37' WIDE a STA 2,6+23.22 r A h BY 160'+ BOTTOM WITH a q INSTALL STREET MONUMENT 4:1 SIDE SLOPES. SEED S�, �°,O'1 FOR X, CORNER Wa J' j DISTURBED AREA 92 / Z OE__�OB 9 D.-DETAIL I sx n JI o n�' © `03 i STA. 16+20 STA. 19+03.34 LT REMOVE EXIST. FENCE INSTALL 2' CURB CUT d WITHIN ROAD EASEMENT FOR DRAINAGE. GARFIELD STREET 'r��� s`�' �`�° ,x�96'`1sT` .zz m 45' TBC - TBC r� DIRECTION CHA s 7 o _. 32.5 ro ro N c^'n i� J '45„E O1 N89'34'27"E J ^, N 65' o ro -'I- -i--I- + I- -�- -H - �- - --�- - - - -1--- -�- R- - --i- - - - o - � _�_ � -o- o L=1346.08' 0 0 0 0 0 0 0 0 0 _._. _.... x lw ^� STA. 14+93 STA. 25+88 65 GARFIELD �n INSTALL 75 LF F -AD EASEMENT BOUNDARY ..1� STA.. 1+00 00 25th STRE+40 J 4, 24" RCP LIMITS OF DISTURBANCE INSTALL STA. 25 5 LF CONSTRACTOR TO PROVIDE Z, S (LLLL 4, W/FLARED END ECTIONS 12" & 18" HOPE c. A PAVED RADIUS ACCESS TO b '� ,, O 'I " ._� MATCH EXIST. GRAVEL ROAD. BOTH ENDS Q 4, ' UTILITY � g �� ��'�� m STA. 14+96 GARFIELD STREET COORDINATE TABLE REMOVE TREES & SHRUBS WITHIN THE INSTALL 84 LF OF GARFIELD STREET EASEMENT AS NECESSARY 30" RCP STATION NORTHING EASTING DESCRIPTION TO FACILITATE CONTRACTOR ACTIVITIES W/FLARED END SECTIONS STA. 18+71 0+00.00 9233.52 8446.69 P.O.B. ALIGNMENT STA. 14+50 BOTH ENDS INSTALL 75 LF 1+00.00 9234.35 8546.68 CL FOWLER AVENUE NOTE: CONTRACTOR SHALL ONLY CONSTRUCT 18' OF ASPHALT INSTALL 75 LF 12° & 18" HOPE 12+77.13 9987.37 8493.24 ALIGNMENT DIRECTION CHANGE 12" & 18" HOPE UTILITY CONDUIT ROADWAY WITH A 2' GRAVEL SHOULDER ON THE SOUTH Z e S UTILITY CONDUIT SIDE OF CENTERLINE OF GARFIELD STREET. CURB, GUTTER, 25+88.65 9253.78 11035.26 CL PROFESSIONAL DRIVE AND SIDEWALK WILL NOT BE CONSTRUCTED UNDER THIS 26+23.22 9254.04 11069.82 ALIGNMENT DIRECTION CHANGE CONTRACT. THE STRIPING PLAN WILL NOT BE MODIFIED. 42+99.81 9258.54 12746.41 CL RESEARCH DR. STATION 14+50 TO STATION 28+50 51+85.84 9260.93 13632.44 EDGE ASPHALT 191h AVE. SCALE �, " SIDEWALK IMPROVEMENTS ON THE NORTH SIDE OF THE STREET 52+D7.79 9260.99 13654.39 CL 19th AVE. HORIZ: 1" = 50' SHALL BE CONSTRUCTED UNDER SEPARATE CONTRACT. 52+57.70 1 9261.12 13704.30 END ALIGNMENT VERT: 1" = 5' O<C 11x17 HORIZ: 1" = 100' a R '"ttx17 VERT: 1 = 10 sa �00 LOW POINT ELEV = 4857.53 GARFIELD STREET LOW POINT STA = 19+03,34 - PVI STA 19+05.56 - - _--- PVI ELEV.= 4857.40 -- - 1.05 K = n 4870 = 95.56 4870 100, VC m m m 0 4865 u' Imo.' . 4865 o a m o ASPHALT Q o _. > > > > z 4860 m w w 0.55A% 4860 Z o N _.. N EXISTING � GROUND 4855 _. - -4855 Q r Z W- -_ w w 4850 _._.. _. _ : ._. _ __. 4850 Q F- W + N 1 N i STA. 14+96 STA. 14+99 p INSTALL 30" RCP d INV IN 4855.64 INSTALL 24" RCP Z Jw n- ~ = INV IN = 4856.14 C INV OUT = 4852.92 INV OUT = 4853.71 e o SLOPE = 3.24% 4845 in 4845 SLOPE = 3.24% W ¢ Q C� i STA. 25+89 ® O INSTALL 24" STEEL an CASING PIPE J INV IN = 4850.03 4840 INV OUT = 4849.38 4840 SLOPE = 1'00% 0 Q / 0 0 n Z a a¢ 015 4835 w 4835 wW RECORD DRAWING Z a c�.J rt+ m Z Q Z w d - z< PROJECT NO. w 4830 w.< : U. +'4830. 3638.002.040.0310 N -- < �m SHEET NUMBER O O m m m m mm m 0 m J m 0 ma O m�O; m � � N ma, MOf O N , O M o ' n .6 Nm m I m OO 0 � I NM mmN Nm N mN m `0 0,mNm NN mm N m' m NV mmm mm m m m mmm mmm m m mma0 mm mm mm mm mm m ap m m m m m mm m mm mmm mm m moo m mm0 m a0 m m m m m d DRAWING NUMBER R-3mOOmOO 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50, 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 mom Q Z WyWy N �7Zo N� IN STA. 35+97; 35' LEFT u'yr�1�w,�u1� ¢�wci"r ", � a o GARFIELD STREET POND #2 INSTALL 48" STD, STRAIGHT MANHOLE mrc8 0� - SEE DETAIL SHEET SD-3 COB STD DWG NO. 02720-4 wQ�o sa VOL= 1150 FT^3 RIM = 4859.90 IF� �� CONTRACTOR TO R POND = 69' X 23' X 1.5' INV IN = 485&-64 4755.92 (A.B.) STA. 39+34.87 �' - W/3:1 SIDE SLOPES INV OUT =485-694755.82 (A.B.) ADJUST HYD & �b3.3 EMOVE POND BOT. EL = J855.3&4754.82 (A.B.) SUMP = 4855.75 AUX. VALVE BOX r�.aNe;" 7� b _ EXIST. FENCE AND REPLACE 40 LF OF 6" OUTLET PIPE STA. 35+97; 22.5' LEFT TO NEW GRADE - 4� --- - --- TO THE NORTH EASEMENT LINE INV = 4855:£Q 4754.82 (A.B.) INSTARA LL 36" STD. STORM HYD BURY LINE = 4861.92 SLOPE - 2� INLE NO. 02720T iCOB STD DWG '� NEW.B.V.BRIR M-48861 92 TBC 4859:57 (A.B,) , INSTALL 250' OF _ • ,C' �s 12" PVC PIPE 0 INV 4t5G:66.4755.98 \- - _ 0.40% SLOPE SUMP - 4855.91 ! i Ll AND GARFIELD STREET �� ��� �. 12 LF OF 12" PVC (45' TBC TBC) ;I rasa -. OUTLET PIPF 0 _- - N w _- _N89 "E N - - _ -. - - -- - - - -^� - ~ +-6 - --�- L=26 4.48' �o 0 0 0 0 o 0 0 0 0 o o 0 0 0 0 0 0 0 o �-� o _.- o-...... - _.:_ _. ------ - ---- -- -- o P o � - a a 4 STA. 32+34 - ' `. R' RY STA. 39+00 .r.,,F✓ ' INSTALL 85 LF ,�„„ ,_ NCE STA 314-40 TO 39+35 CONTRACTOR SHALL INSTALL 75 LF w� 0� •``� -J OF 59" X 36" REMbVEAND REPLACE EXIST. FENCE TO THE 12" & 18" HOPE Q F, NORTH EASEMENT LINE. UTILITY CONDUIT ARCH RCP � W/FLARED END SECTIONS BOTH ENDSw�+oi 'm GARFIELD STREET COORDINATE TABLE ''; STA. 32+28 N N a N CONSTRACTOR TO REMOVE TREES & SHRUBS STA. 31+40 INSTALL 85 LF STATION NORTHING FASTING DESCRIPTION WITHIN THE GARFIELD STREET EASEMENT AS NECESSARY TO FACILITATE CONTRACTOR ACTIVITIES INSTALL 75 LF OF 59" X 36" NOTE: CONTRACTOR SHALL ONLY CONSTRUCT 18' OF ASPHALT 0+00.00 9233.52 8446,69 P.O.B. ALIGNMENT §� 12" & 18" HOPE ARCH RCP ROADWAY WITH A 2' GRAVEL SHOULDER ON THE SOUTH 1+00.00 9234.35 8546.68 CL FOWLER AVENUE UTILITY CONDUIT W/FLARED END SECTIONS SIDE OF CENTERLINE OF GARFIELD STREET. CURB, GUTTER, 12+77.13 9987.37 8493.24 ALIGNMENT DIRECTION CHANGE SCALE „ � BOTH ENDS AND SIDEWALK WILL NOT BE CONSTRUCTED UNDER THIS Z e AV' CONTRACT. THE STRIPING PLAN WILL NOT BE MODIFIED. 25+88.65 9253.78 11035.26 CL PROFESSIONAL DRIVE HORIZ: 1 = 50' 26+23.22 9254.04 11069.82 ALIGNMENT DIRECTION CHANGE STATION 28+50 TO STATION 39+35 VERT: 1" = 5' w �" SIDEWALK IMPROVEMENTS ON THE NORTH SIDE OF THE STREET 42+99.81 9258.54 12746.41 CL RESEARCH DR. SHALL BE CONSTRUCTED UNDER SEPARATE CONTRACT. 51+85.84 9260.93 13632.44 EDGE ASPHALT 19th AVE. 1 1 X1 7 HORIZ: 1" = 100' � 52+07.79 9260.99 13654.39 CL 19th AVE. 1107 VERT: 1" = 10' W HIGH POINT ELEV= 4863.44 GARFIELD STREET 52+57.70 9261.12 13704.30 END ALIGNMENT HIGH POINT STA = 30+39.44 ryS PVI STA = 30+59.99 PVI ELEV= 4863.71 f A.D. = -1.47 LOW POINT ELEV= 4859.19 Sn K = 108.77 LOW POINT STA = 35+97.35 _-. _ -_ -_ ❑aO❑ PVI STA = 35+75 - 160' VC _ -- - PVI ELEV = 4558.95 A.D. = 1.42. K..= 105.30 :. N � r 4870 n m N - 150' VC i` _ I - 4870 0 3 4865 ASPHALT m 486 . .> 5 o a a oIla Q -0.92% m 0.50% 486G ......-.. _ Z 4860 � O N N o EXISTING - 4855 -_.- GROUND 50LF 12" PVC 0 0.40% 4855 E LJ H Z W 4850 4850 Q F- w w STA. 32+28 STA. 32+34 U' N > O 0 INSTALL 59" X 36" ARCH RCP INSTALL 59" X 36" ARCH RCP in d v INV IN = 4857.11 INV IN = 4857.61 Z w o INV OUT = 4856.48 INV OUT = 4856.98 Q SLOPE = 0.74% SLOPE _ 0.74% W Q Q N 4845 4845 I\ O O a C o i m I 4840 4840 m % U V Z a a 4835 w 4835 RECORD DRAWING W PROJECT N0. N 4830 : - _ W¢ _-. h - a - - .._ _ _ _ - _ 14830 3638,002.040.0310 o SiF N BER O eO w r M W I� O ro N r'1 #� ;st O N Of +7 N N m M m M 00 I"1 ro M M .. / M M 01 a� M �N T W On d N a0� ,fly O M d. �4I U(i N O D O O N: n r-. N n� a0 N� [O N N O N 01 n m of� r tkT,-- r` OS O fD... st N N 01 O- O O N M� r� d-� r m W O>O O �M ET 8 UM '- 0 0 r�i o o ai m 0 0 o o o m r is i. r m of of of of of o m o, o 0 0 o of of of of of of m 0 0 0 o ai 0 0 0 o o o o 0 0 0 0 V1' mw m '�� mm �� m� m� �� mO mO mO m a�0� a 0 aNO.� a�0 a�0� LO �� 0�0 oNO� �m �� m� m� Oros �� mN �� m m� m m� m m� m mI m mO m m� m m� m m� m m� m m� m mO m �O DRAWING NUMBER a a °�� �� a°a° a a0a° �m a o-aa� ay a� a� as a� a� as a as a a� e as a as a a a a a a°�° a as a �°,t° a 28.50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 R-4 3� W STA. 45+52.81 , m mm i STA. 42+85 2T LEFT 42+89 44' LEFT ' ADJUST VALVE BOX SEE DETAIL POND 3 STA. 51+72 LT 8' '� W "1: zwz3^4�r, M _. ADJUST VALVE BOX q ADJUST VALVE BOX TO NEW GRADE SEE DETAIL SHEET SD-3 47+84 (A.B. TO NEW GRADE x TO NEW GRADE EX V.B. RIM= 4860.34 STA. 4;+�&3&L 22.5' LL �Jo L� EX V.B. WM= 486p1.08 � ;� EX V.B. RIM= 4861.13 '"' ' NEW V.B. RIM= 4861.85 POND = 38' X 12' X 1.5' INSTALL 36" STD. STORM ADJUST MANHOLE I 'Z, � aow� o00 NEW V.B. RIM= 4861.68 a r NEW V.B.'RI 4861.15 STA. 47+59.16 DRAIN INLET COB STD DWG w wwa� o0 Q W/3:1 SIDE SLOPES TO NEW GRADE W > W ',.' Y ADJUST HYD & NO. 02720 1 wn. STA. 42+85 - ' POND BOT. EL = 4855.00 EX RIM- 4863.87 ti STA. 43+31 27' LEFT w AUX VALVE BOX TBC - 4860.48 <C a ADJU*"tHYD-& W 'ADJUST VALVE BOX 16 LF OF 15" OUTLET PIPE NEW RIM= 4864.06 r{ TO NEW GRADE INV 4855.60 AUX. VALVGRADE STA. 42+89 10' LEFT TO NEW GRADE INV = 4855.00 nr qa TO NEW GRADE ADJUST VALVE BOX EX HYD BURY LINE= 4857.89 _ SUMP = 4854.85 EX HYD BURY LINE TO NEW GRADE EX V.B. RIM 4861.40 _ SLOPE - 0.' _ _ NEW V.B. Rlf�o 4862.32 HYD BURY LRIM- 4858.54 30 LF OF 12" PVC SDR 35 �, HYD BURY LINS 1 ENE BBRI, 4862.21 '" ^" a, 1 u �� 4861.60�1 ,�\ INV OUT - 4855.00 861.24 OUTLET PIPE ® 2.0% SLOPE ,� NEW V.B. RIM= 4860.58 - U] n EX V.B, RIM_,, rr rya,. P �uo I _ o O =4861.5 _ GARFIELD ET - - . a n zf,� -• -- --- .;;o(45' TOO �- TB NEW V.B. RIt l " `.,�_.u: " - GARFIELD/S. 19th AVENUE --- ' - -- - _T -- -- - __- -- -- SEE DETAIL SHEET D-1 -32 r'v w p 1 65 N89'50'45'E 0 0 0 o cn STA. 521L7.79 GARFIELD m h I / S. 19th ENUE rn z STA. 51+00 i i STA. 42+75!& 43+28 STA. 43+91 STA. 45+43 LT 8.7' INSTALL 75 LF , 4i REMOVE EXIST. 24" CMP ADJUST MANHOLE $ 12" & 18 HDPE STA. 51+67 - N 4i INSTALL PEDESTRIAN RAMPS r S S INSTALL 66 LF TO NEW GRADE UTILITY CONDUIT REMOVE EXIST. 24 MP wo SEE COB STD. DETAIL OF 28.5" X 18" EX RIM= 4860.87 / INSTALL 90 LF T 4, N0. 02529-8 ARCH RCP NEW R8A4= 4861.75 f STA. 51+39 OF 24" RCP " rt "° BOX MOVED STA. 47+74 1 STA. 42+99.81 GARFIELD W FLARED END SECTIONS - STA. 49+44 LT 9.3' REMOVE EXIST. 36" CMP W/FLARED END S '? d/ REMOVE EXIST. 28"X18' ARCP INSTALL�J9--6F 84.LF (A.B.).. 42' SOUTH RESEARCH DRIVE BOTH ENDS RELOCATE TO STA 43+91. ADJUST MANHOLE I BOTH ENDS STA. 42+67 INSTALL 88 LF STA. 48+12 TO NEW GRADE OF 36" RCP INSTALLED 8" WATERLINE INSTALL 75 LF OF 51" X 31 INSTALL 75 LF EX RIM = 4860.57 W/FLARED END SECTIONS / ( ) 12" & 18" HDPE ARCH RCP NEW RIM= 4861.75 42 LF w ENDCAP A.B. 12" & 18" HDPE BOTH ENDS UTILITY CONDUIT W FLARED END SECTIONS UTILITY CONDUIT w N o w / GARFIELD STREET COORDINATE TABLE w BOTH ENDS CONSTRACTOR TO PROVIDE STATION NORTHING EASTING_. _ DESCRIPTION w'o^v'�a y � A PAVED RADIUS ACCESS TO 0+00.00 9233.52 8446.69 P.O.B. ALIGNMENT ^ NOTE: CONTRACTOR SHALL ONLY CONSTRUCT 18' OF ASPHALT MATCH EXIST. GRAVEL ROAD. 1+00.00 9234.35 8546.68 CL FOWLER AVENUE ROADWAY WITH 2' GRAVEL SHOULDER ON THE SOUTH SIDE 12+77.13 9987.37 8493.24 ALIGNMENT DIRECTION CHANGE SCALE - OF CENTERLINE OF GARFIELD STREET. AT STA 50+50 TO STA 50+85 TRANSITION TO 20.5' OF ASPHALT WITH 2' 25+88.65 9253,78 11035.26 CL PROFESSIONAL DRIVE HORIZ: 1" = 50' GRAVEL SHOULDER. CONTINUE TO THE PC AT STA 51+43. 26+23.22 9254.04 11069.82 ALIGNMENT DIRECTION CHANGE w ,� CURB, GUTTER, AND SIDEWALK WILL NOT BE CONSTRUCTED VERT: 1" = 5' UNDER THIS CONTRACT. THE STRIPING PLAN WILL NOT BE 42+99.81 9260.93 13632.41 CL RESEARCH DR. a'� MODIFIED. 51+85.84 9260.93 13632.44 EDGE ASPHALT 19th AVE. 1 1 X 17 HORIZ: 1" = 100' o 52+07.79 9260.99 13654.39 GL 19th AVE. 1 1 x 17 VERT: 1" = 10' .w-. HIGH POINT ELEV 4862.84 52+57.70 9261.12 13704.30 END ALIGNMENT = HIGH POINT STA = 43+80.51ARF'�ELD STREETe PVI STA = 43+88.76 LOW POINT ELEV= 72 v PIA ELEV= 4863.02 LOW POINT STA = 47+65+65.30 O Sn A.D. = -1.15 PIA STA = 47+74.09 ❑�❑ 8 K = 108.50 PVI ELEV = 4860.51 A.D. = 1.55 rn � 125' VC K = 70.87 N ^ N r(l r 4870 N rn N z m p II > 4870 +. ro + o F_� o o a w <o a0 m + w a m I4865 m w r+o w�. _ �. - : a 4865 x n - m m v w. a w w ASPHALT `n Q= U � - e 'n I- 0]] 0.65%. Z 4860 : _ Z 4860 Q o O NEXISTING 1 GROUND -�, 4855 4855 a STA. 43+89 STA. 51+37 Q REMOVE EXIST. 24" CMP E REMOVE EXIST.36" CMP w Z INSTALL 28" X 18" ARCH RCP LLJ $; INSTALL 36" RCP INV IN = 4850 INV OUT 48 9.3 06 ~ + INV IN = 4858.11 4850 Q V) w o SLOPE =Z SLOPE = 1 00%:M 1.5% (A.B.) STA. 47+74 INV OUT = 48. V1 O 1 00% REMOVE EXIST. 28"X18" ARCH RCP '. REUSE AT STA 43+89 STA. 51+67 Z J d �'. INSTALL 51" X 31" ARCH RCP REMOVE EXIST 24" CMP Q w o INV IN = 4656.30 INSTALL 24" RCP + 4845 INV OUT = 4855.65 INV IN = 4860-86 4845 Lil 4 Q a SLOPE = 0.74% INV OUT = 4859.96 IV O O a : SLOPE = 1.00% m � 4840 >M w 4840 i m � cn a i-i- rn 4 a w as g a 4835 4835 w EEI DRAWING t ro / 0_N Z.Q Z �� Nd - PROJECT N0. NI 4830 --._ w Q 4830 3638.002.040+0310 O SHEET NUMBER O M N O d M N OI h N rn N] M N O h rn a m a rn tl- a O N. �2 W rn.0 t0W 1Dw aT Cw YJ .-N h hrn MO rn m� N �rn r nr l0� Oo Mrn �I1 t0 [00 N i[JO I� O� OJrn N t0� W Olrn rn M c0N t0 �DN t0 [DN V7N (DN tDN t0N t0 c0N W t00'- t00 tOD h N� N NO IO �O NO �O rrn[1O alp N �� O t0N f0 ON O �N t0 cNOM O� U7 c0� N of cD O] cow a0 W O N o 0 w m. ow m m N W w� m 00� a0 W m N m� W O W O a0 O O O W� w. a0 00, W 60� 60 a0� aD a0� aD a0� a0 W� o] of[O m a DRAWING NUMBER 40 am as Zw e' < a� as �t �w a a+ a 4m a a+ a a+ e p - R- 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 iOF 0 STA 14+51.24 '- a '� w OWL FFIN[ s I HORIZONTAL ' c4i �w � SCALE INT SECTION I GRADE BREAK c 3 "' Ir z- s SEE DETAIL )� IIII Ill iI p 1" �1 41 - 83-IMOA HORIZ: 1" = 50' > 1 1 m Z a oc�i o-1 w z 1 1 x17 HORIZ: 1" = 100' 6w STA. 14+60.09 FOWLER= m w > gyp" o CL HUFFINE LANE N. 4 = FOWLER .� > � o D3-1 FOWLER AVENUE �? D3-1 FOWLER AVENUE .... '3'%J}11, I (52.50 TBC - TBC) 'I"' I I 4" WHITE BROKEN STRIPE 4" WHITE STRIPE, TYR. -- -- ..--...-... 4 SOLID YELLOW STRIPES 3. o+ I - o ._ r'= - -._.L. NOfi'119'16'W _ 11.0 ft 5 - _ _ �1`t i' p +-- ft SHLDR o .S o o _. o _L=489 27 .�. .- _ I- 11.0 ft tr`"p o _--�- O _._- - ' --- .-. ..� ,,; _-- �- l�lh - . I 1 � I ! EXISTING 120 LF � � ,� "-• r: ❑ Q m cn a 48 RCP W-1 FLARED "- i.. M� 0 END SECTION "" '� n 4 half ,, on I �+ o 1 :5+ SA EXIS�G 6'X6' PRECAST L EXISTING CONCRETE VAULT +1PAVEMENT + �Lt ,. a �'•W a > 0 �� (I 'ST I ING PLA *' a I i I z i, 1m" r„emu,., " >. INTERSECTION DETAIL f MwN =b ,M FOWLER AVENUE COORDINATE TABLE ---_'�_ STATION NORTHING EASTING DESCRIPTION 0+00.00 9134_.35 8447. 3 P.O.B. ALIGNMENT 1+00.00 9234,35 46.68 CL GARFIELD STREET SCALE 5+16.18 9650.52 19544.821 CL ATI BOULEVARD �, RII( .�k 6+30.85 9765.19 8544.31 " HORIZONTAL CURVE �, e o ---- H01OZ: 1" - 50 8+60.70 9987.37 8493.24 HORIZONTAL CURVE �` ^° �i w �. III �I `PO E'RT' 1" = 5 9+40.70 10059.50 8458.64 CL NO NAME ROADWAY „ 0 $ 11x17 HORIZ 1 ' 1 10+20.70 10131.63 8424.03 PC HOR AL CURVET sc v % + 12+50.54 10353.81 8372.97 PT HORIZON CURVE ��0 11x17 VERT IFOWLER AVENUE ❑� g .'`, c,.. 14+60.09 10563.35 837227 HORIZONTAL GRADE BREAK POINT ELEV = 4834.52 19+40.52 11043.65 8383.35 1 END ALIGNMENT HIGH POINT STA = 15+83.04 - - _ 0 '.i PVI STA:- 16+05.19 - PVI ELE 4839.92 O O A.D. 3.95 O -- 10 UC FOWLER AVENUE 485D f -- - I I � K 25.32 4850 + a n to m a Z 4 o w n n r + ci ti k 6. 6 m �- As 4845 II II II 'II II JI - - ro o 4845 e� + _ " 4 -� w N w� :w c~ii w _� :ASPHALT = �- < '•.,..�r L Q - d �� > > G - w II II II ass : Q o J °- Ian- a a Sa ¢ > II oas. 4840 e ~ a > 4840 Z _-- .. ! -0130% �.p a a a 5 SCALE EXISTING , HORIZ: 1" = 30' >_ 0 4835 `1 �.`�. GROUND : 4835 1 1 x17 HORIZ: 1" = 60 a W LLJ N _ FOWLER AVENUE Z LJ 4830 ,,, 4830Lu W M . Z > w --- 5' TRANSITION 0SITION Q Q O -- IL 24' CURB CUT m w WSAWCUT �,.4825' ! ... _ ..-: 4825. EXISTING -5' TRANSITION ® O p J -- .,. PAVEMENT m O o - - - 10' ASPHALT i - � TRANSITION W m - 48204820 �j,• i. _.CODO z as w ..: : 4915 �. ::2 w SAWCUT ----. _ m a zJ EX PAVEMENT ORD 'D11 - 1G PROJE CT N0 x -Q STING ASPHALTT 4B1D 481D 3638002.040.03. 10 .,� o//Nl a�,DF aI7<0Us(F! W rW']W oMf oaf Nrna MW �'m�'.� d.rW WN.00i Na ��:.,N LLM�•dam- rn�r� �M �M'.� ^rN MfU.'�np n1N r .h'. M I � SHEET 1NUMB ERN O �W d MM0A IOm m DRAWING NUMBE R . MO W �W 0 * W � DRIVEWAY DETAIL Kai i 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 w3p TRAC OR TO ARCH RCP IPIP �L� PRECAST CONCRETE T,r. ! .N INV 3N O 4D835 SLOP mz w9 24 L 4811 " + NC STA. 8+25 63' LT _ I S i z of - .1 132 LF (A.B.)STA. 6+96.6 V e �µ - o IN IN 48 6.5 �� \ DIVERSION STRUCTURE 1,�TER RFAGE _" : TY.:'�" aw ? $ (36"X58.5 LD) �' � INSTALL 430-6F 72" ARCP ^ V OUT 4834 SEE DETAIL SHEET SD-2 TOP GIF BANK E 4842.99 INV OUT 48 4.0 w/ FLARED END SECTIONS INV IN = 4843.604849 T I o ^I � IN .5� SLOPE _ .2" - AND TRASH RACKS INV OUT = 4843.60 1 - 2500 CF (A. 13+75 A.B. I INV IN = 4844.94or-c-----ter STA. 13+34; 7.5'ILT, 34:5' RT ' "BB "M ( ) INV UT = 4844.10 (N) � POND #3 VOL "STA, 2+15.7, (FOWLER 1ST. t3-+6 30. T) I INV OUT = 4844,77 INSTALL 36" STD. STORM DRAIN INLET .. =+fir SLOPE = 0.13% CONTRACTOR TO CONSTRUCT C.O.B. STD. WG N0.,;0272D-1T�5* X 1 8'X8' PRECAST CONCRETE VAULT RIM 4 80 ;; WATER SURFACE EL = 4836. OVERFLOW CHANNAL C LT x 4840.60 ..I 5 TOP OF BANK EL 4837.00 TO 4837.48" ARCH INV IN (E) 4 4. I o 48' ROUND INV OUT (N) = 4, 3. 0 124 LF A.B. STA. 6+75 W/ 3:1 SIDE SLOPES PIPE INV LT = 4835.88 POND BOTTOM 4835.2 J ( ) INV IN = 4843.10 SUMP EL 4835.13 W¢, INSTALL 123 I:F 15" RCP INV OUT = 4842.60 TBC RT - 4839.26 SIDE SLOPE 3:1 W/FLARED END SECTION PIPE INIX,RT = 4836.31 - BOTH SIDES , i� STA. 9+05; 33.5' LT, SUMP ID, _ 3355E,� - - - INV IN = 4848.38 �,,,,. INSTALL 36" STD. STORM DRAIN INLET = - ''`'- 1```` «p INV OUT = 4847.15 - C.O.B. STD. DWG N0. 02720 1 SLOPE 1.0% TBC LT - 4848.45 - / PtF INV LT 1 _ 1 SUMP EL 4840 m - o/ - fl INS -L 150 PVC 4 - ;. - INV IN - 3.67 (A.B.) 0 " ✓ 'dtJV = 4841.37����� o POND #1 VOL = 1414 CIF I ,'..u, II - ' '' o - 1.53%. 18' X 54' X 1.5' t �" WATER SURFACE EL = 4849.00 INSTALL 106 LF 15 R¢P -- - - - W/FLARED END SECTION - o - - TOP OF BANK EL - 4849.50 o + WEST SIDE 0 o POND BOTTOM 4847.50 SIDE SLOPES = 3:1 _�� j�i INV IN = 4836.31 ` - -- - .<�,� OSLOPE = 1.0% z INV -- �-. - 230 LF 48° (38"X58.5" LD.) ' -.--- -- - Q' - P ARCH PIPE STA. 3+50 __ -_ ARC 1 - SLOPE = 0.62% INSTALL 180 LF 30" ARCP REMOVE EXISTING CONCRETE < W FLARED END SECTION rp- i ` DIVERSIO� STRUCTURE AND �o i w 275 LF 48" 36"X58.5" I.D. TOP SOILOOVER PIPE ND / ,� c�w _ - - ARCP ARCH PIPE WEST SIDE 7 LF 0 48' RCP SIPHON gg w }- -F -+ BETWEEN STA. 10+75 INV IN = 4835.54 w$o a z F ,M" O SLOPE = 0.58% INV OUT = 4835.00 '" S_ o 0 o AND STA. 13+75 TO _. - -- STA. 9+05 gg LF (A.B.) PROVIDE 1' OF COVER SLOPE = 0.3% STA. 0' RT �= INSTALL '-"-^ram,=15" RCP OVER THE PIPE _ ---------- --- --- ------ - W/FLARED END SECTION � CONNED TO EXISTING 48" RCP BOTH SIDES STA. 11+1534''F:56' RT (A.B.) 'INSTALL �l8" RCP BEND Z 6'X8' PRECAST CONCRETE VAULT AND 7 LF 48" INV IN = 4844.67 I INV OUT = 4840.00 SEE DETAIL SHEET SD-2 ROUND RCP PIPECONT O TO VERIFY .e SLOPE =3r}91.0% (A.B.) NV IN =INV OUT 4 39.52 j JOINT TY ERAND BEND ANGLE 108 LF 48" (36"X58.5" I.D.) INV 4 33AN ~ F' 4a .00 STA. 4+86; 33.5' LT, 33.5' RT ARCP ARCH PIPE w/ SCALE LOPE = 0% + I STA. 4+86 INSTALL 36" STD. STORM DRAIN INLET FLARED END AND TRASH � ^" C.O.B. STD. DWG NO. 02720-1 RACK ON THE WEST END STA. 8+25 62' RT HORIZ: 1" = 50' T INSTALL 124 LF 15' RCP INV IN = 4843.60 STA. 13+69 62''RT W FLARED END SECTION TBC LT = 4852.82 6X8" PRECAST CONCRETE VAULT 4 7g + I / PIPE'INV LT - 4848.06 INV OUT = 4841.22 SEE DETAIL SHEET SD-2 VERT: 1�� = S' 8'X8' PRECAST CONCRETE VA LT < M BOTH SIDES I SLOPE - 2.20% SEE DETAIL SHEET SL�2 INV IN 4849.50 SUMP TEL = 52.821 PROFILE NOT SHOWN INV O = 4841.1. 1 1 x17 HORIZ: 1" = 100' TBC RT - 4852.82 INV OUT = 4841.`I2 INV IN (S) 463s-r35 A. INV OUT = 41.61% PIPE INV RT = 4849.20 � � ��= 1 1 x1 7 VERT: 1�� = 1 0' INV OUT (W) - 4836{50 G,NJ��A m SLOPE = 1.61% _., - SUMP EL - 4848.45 F > Sp'_. 3� �o� FOW4ER VENUE r w � 0 C5 1 n o � oo S6 w - 4 0 } �i i t T 3 � F Z N ter. - _. i _... = rc r vim m wa<t r,�l_ -+ z _ N rE Qw mx Z _ O �Zo a vII N• >¢ _44855 } zz a o m a o .. I-�-+t --z z z : - w ro°a° z o v'•u� Z r00 .- aPIPEO0t d' INVERT PIPE INVERT n U II II z 4844 4fi50 SHOWN AT CL SHOWN AT +a >» +a, II 4850 ZO INVERT IN m o cn w .,a 0. E r v I .. Z z.z m ' Q Zv uo ?z z 4845 - a 4845- Oo Ld .L.-. ........._ 0_ w yn 'oil U _-.. -.4. ...._....---- __ .... _. .. �._�.� _.-4840.. - II�_II �a 108 LF 36"X58 5" ARCP C�220� 36"X58.5 -' -. 84 w Lj - 4 0 _. II III ¢ 275 LF „ '_. ;; Q Q d o .. --- -. w. z z _ _. 58% 230 LF 36"X58.5" ARCP ® d aom z a :.:................. o rn a r ............. '..'_... .............. ARCP.:....®....,_ 0.48% x o z W _ Erna 0 3 = + o Of �r w 4825- „1 w¢-- 48-35 - _ Z ro`n _. o -_ .. _.- -- --_�._ _ _. _ 4835 ® Q +II'-II - DO -w _ W er = III _ l - o 48 4830 , m - _.. - >> -- II li - -_ -_ J N "� - 4830 � - NzzN _.r a= J WO 0 Q I I III`. '- -- ... ... -.ZZ� ... - .:. _. _ +u 4825 1 -41a48-1§ . It)ECOIN" DRAWING � . co ZN PROJECT N0. LEv _ ___ __. _ __-. _ _ - - _. -. 3638.002.040.0310 O Q SHEET NUMBER 0 00 M O tp N 6x 6 r O 10 r ld 141. a O M O 10 O M1 O d- 00. R) v) rJ M M M M M M M M M M M uN] 4] M vl No N N O Q amam aY <F aC M MM MMd M " M M DRAWING1 1N oo UMBER a O a pp a Qam 7Y m DO aama .0 a a x _ SD- 1 0+00 0+50 1+00 1+50 2+00 2+50 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 W3p m0 W GmU2 V N InJZ� IU/IZ O� awwz 88 j 6 00 OP �WHI r, 70 14-�-00 I i L 5 1 2 - -- . o _ o i 1 QO 3 4TF,� I 0 III FROM FOWLER STREET ALIGNMENT ` sg FROM GARFIELD STREET ALIGNMENT FROM FOWLER STREET ALIGNMENT � � x FOWLER STORM DRAINAGE POND #1 COORDINATE TABLE GARFIELD STORM DRAINAGE POND 3 COORDINATE TABLE FOWLER STORM DRAINAGE PON #3 COORDINATE TABLE O '" POINT STATION OFFSET NORTHINGEASTING DESCRIPTION ELEVATION POINT STATION OFFSET NORTHING EASTING DESCRIPTION ELEVATION POINT STATION OFFSET NORTHINGEASTING DESCRIPTION ELEVATION `/D ti 1OI STATION 84.E 9640.61 8460.69 PD. BOTTOM CORNER 4LEVATI 47+76.8 88.0 9347.80 13223.22 PD. BOTTOM CORNER 4855.00 13+37.9 93.1 LT (A.B.) © 10444.45 8292.41 PD. BOTTOM CORNER 4835.25 � 5+05.2 73.2 9639.21 8471.67 PD. BOTTOM CORNER 4847.50 ® 47+85.9 87.9 9347.80 13232.29 PD. BOTTOM CORNER 4855.00 13+38.0 76.0 LT (A.B.) ® 10440.33 8301.E PD. BOTTOM CORNER 4835.25 Q3 4+60.0 90.3 9593.92 8454.75 PD. BOTTOM CORNER 4847.50 ® 47+76.8 52.7 9312.56 13223.22 PD. BOTTOM CORNER 4855.00 12+86.7 92.8 LT (A.B.) 10404.23 8274.4 PD. BOTTOM CORNER 4835.25 Q 4 4+58.5 79.4 9592.52 465.73 PD. BOTTOM CORNER 4847.50 47+85.8 52.6 9312.43 13232.22 PD. BOTTOM CORNER 4855.00 12+86.9 75.6 LT (A.B.) 10400.11 8 PD. BOTTOM CORNER 4835.25 e 05 4+98.1 89.8 9632.03 8455.07 COB OUTLET STRUCT. SEE SD-3 ® 47+72.4 82.8 1 9342.63,13218.751 COB OUTLET STRUCT. SEE SD-3 13+20.2 99.0 LT (A.B.) 10428.40 8280.30 COB OUTLET STRUCT. SEE SD-3 O m6 t r� r.. a a O Z o 5 2 �\ . 6 7 1 0 o M o N H-- w 4 o Q z o 1n O o O 8 I- o o_ - - - - - - -- - w z 40 GRAPHICC SCA of 40 Z o w w 3 ( [N FEET) N '- - 1 inch= 40 4t LJ..I W cy w - - - - N w- cl� a 1 v) Y r Li-1 w ck� J O m G O 00 N w j Z 5 FROM GARFIELD STREET ALIGNMENT a FROM GARFIELD STREET ALIGNMENT L GARFIELD STORM DRAINAGE POND 2 COORDINATE TABLE w , GARFIELD STORM DRAINAGE POND 1 COORDINATE TABLE POINT STATION OFFSET NORTHING EASTING DESCRIPTION ELEVATION p a POINT STATION OFFSET NORTHING DESCRIPTION ELEVATION © 33+39.0 103.0 9358.9E 11785,3E PD. BOTTOM CORNER 4855.50 RECORD DRAWIN a m 1Q 5+44.6 88.7 9326.71 8990.59 PD. BOTTOM CORNER 4853.67 Q 33+50.9 102.8 9358.80 11797.25 PD. BOTTOM CORNER 4855.50 W Q2 5+56.3 94.1 9332.21 9002.18 PD. BOTTOM CORNER 4853.67 PROJECT NO. ® 33+38.9 48.6 9304.58 11785.36 PD. BOTTOM CORNER 4855.50 3asa 0 0 5+61.6 51.E 9289.79 9007.85 PD. BOTTOM CORNER 4853.67 9 33+50.7 48.6 9304.60 11797.19 PD. BOTTOM CORNER 4855.50 SHEET NUMBER o 4 5+73.2 57.0 9295.29 9019.44 PD. BOTTOM CORNER 4853.67 9363.45 11792.1E COB OUTLET STRUCT. SEE SD-3 12 M Q5 5+51.9 95.9 9334.02 8997.80 COB OUTLET STRUCT. SEE SD-3 ® 33+45.8 107.5 DRAWING NUMBER SD-2 moo 48" ARCHED PIPE NOTE: SEE SHEET SD-1 FOR INVERT ELEVATIONS FOR ALL VAULTS AND THE DIVERSION STRUCTURE. �iw N= 6„ (36" X 58.5" I.D.) ^ 'I-'mzo 8' INSTALL LOCKING MECHANISM TO aowz � KEEP DIVERSION LOGS IN PLACE. °o o°o° 6" o 0 0 6" i� o 5" 6. 8' Oo(loQo 000 9 48" RCP 4' 2' dbb o a/ .. n>>, 8' 48" ARCHED PIPE 5 48' ARCHED PIPE (36 ARCHED PIPE g" 4"-8„ COBBLE (36" X 58.5" I.D.) 8" DEPTH (36" X 58.5" I.D.) (36" X 58.5' I.D.) -5., S" 8 8' 4' DETENTION POND �= 6„ t:�7 OVERFLOW DETAIL � P 2" NTS 6" 2' 48" ARCHED PIPE 8' 6 ' (36" X 58.5" LID,) 6 0 PLAN VIEW PRECAST VAULT PLAN VIEW PRECAST VAULT PLAN VIEW PRECAST DIVERSION STRUCTURE N STA. 13+69 30.5'RT STA. 13+69 62'RT PLAN VIEW PRECAST VAULT STA. 8+00 & 11+15 STA. 8+00 0 o NTS NTS NTS NTS (36 ARCHED 58.5 P.D. (36 ARCHED PIPE T (36" X 58.5" I.D.) (36" X 58.5" LD.) CONTRACTOR TO GROUT U3'-6 f-4' 8. 48" ARCHED PIPE z 48" RCP (36" X 58.5" I.D.) 8 I I IF F-,� - 4' 14'-6" w 48" ARCHED PIPE g 5'-6' 16 5' 6° 61 -M(36" X 58.5" I.D.) ( 10'-1.5" 1 7'-3.5" � g 8„ 8" 6' SOUTH WEST p w C/D� PROFILE VIEW PRECAST VAULT PROFILE VIEW PRECAST VAULT PROFILE VIEW PRECAST DIVERSION STRUCTURE STA. 13+69 30.5'RT STA. 13+69 62'RT PROFILE VIEW PRECAST VAULT STA. 8+00 & 11+15 STA. 8+00 p �g NTS NTS NTS NTS �51 < ❑�Q a GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN AROUND MH AS REQ'D� AROUND MH AS REQ'D RIM RIM AROUND MH AS REQ'D� CUT APPROX. 5" OFF TOP 37.75' o w CUT APPROXSEIH 5" OFF TOP 50.00' RIM PORTION OF TEE SO ELEVATION PORTION TION CUT APPROX. 5" OFF TOP MAX WATER EL. MAX WATER EL. 57.50' 12" m f EQUALS MTION 4 00 12" 49.00' PORTION OF TEE SO ELEVATION MAX WATER EL EQUALS MAX WATER ELEVATIONC3475' v 36.75' EQUALS MAX WATER ELEVATION 56.50' 12 v m a 56.50' OUTLET PIPE 15" SDR 35 PVC 0.5 3 Y w w E OUTLET PIPC @ 0.5% } - .25' INLET PIPE 15" SDR 35 PVC A o m o 47.50' INLET PIPE 15_SDIZ 35 PVC OUTLET PIPE 15" SDR 35 PVC @ 0.5% } 55.00' INLET PIPE 15" SDR 35 PVC 47.00' m 54.50' 15x15x1 z9" 15x15x1 26' 26"PVC TEE 15x15x1 + 26" PVC TEE j Z UG WITH 5.33' SUMP 9' + PVC TEE SUMP 9" 15' CAP/PLUG WIT O O o . . ORIFICE 15" CAP/PLUG WITH 2.83' 2.06" DIA. ORIFICE o o GRADE TO DRAIN ..�_4•00'-� O 1.71 DIA. ORIFICE GRADE TO DRAIN --4.00' USING GRASS SWALE z N USING GRASS SWALE GRADE TO DRAIN 4.00'-� 4.6T �- a \`0 4.67' USING GRASS SWALE 4.67' POND #1 FOWLER STREET OUTLET STRUCTURE POND #3 FOWLER STREET OUTLET STRUCTURE Lyf J E NTS POND #3 GARFIELD STREET OUTLET STRUCTURE NTS Q o o � a NTS = i Z m GRADE TO DRAIN GRADE TO DRAIN <C vi a AROUND MH AS REQ'D w � AROUND MH AS REQ ` 'D� o � RIM RIM J CUT APPROX. 5" OFF TOP 56.17' CUT APPROX. 5 OFF TOP 58,00' PORTION OF TEE SO ELEVATION PORTION OF TEE SO ELEVATION N MAX WATER EL. MAX WATER EL © > EQUALS MAX WATER ELEVATION 5517' 12" v 55.17' EQUALS MAX WATER ELEVATION 57.00' t2 v 57.00' m w o LLJ i OUTLET PIPE 15" SDR 35 PVC 0 0.5% } OUTLET PIPE 15" SDR 35 PVC © 0.5% w 53.67' INLET PIPE 15" SDR 35 PVC 55.50' INLET PIPE 15" SDR 35 PVC Z 1 U F- 53.21' 15 15 " 15 55.00' O m U 26xx 15x15x15 + 26 Z / PVC TEE SUMP 9" ! 15" CAP PLUGVWITHE 3.33' SUMP 9" 1 a z 15" CAP PLUG WITH 51.50' / w O 5 1.77" DIA. ORIFICE RECORD DRAWING n 1.64" DIA. ORIFICE w 0 CL GRADE TO DRAIN ----4.00'--- GRADE TO DRAIN -4.00' O a m a USING GRASS SWALE 4:67' USING GRASS SWALE 4 67, RRwEcT N. z 3638 w POND #1 GARFIELD STREET OUTLET STRUCTURE POND #2 GARFIELD STREET OUTLET STRUCTURE SHEET NUMBER 13 DRAWING NUMBER NTS NTS SD-3 z d > ¢mUZ STA. 15+55 26' RT CONTRACTOR SHALL 4 z o - �� REMOVE EXISTING FLARED END STRUCTURE N>z o r H�� I I FOWLER AVENUE M N QJ o L >-0' N01`19 16 VV o__ / w 14 od 1 0 1 ' SCALE 120 LF 48"°RCP - § w/ FLARED END SECTION V1"4 HORIZ: 1" = 50' INV IN = 4834.21 i 5' i,. " = INV OUT = 4632.11 "Y "Pd; �'t' ,. ... VERT: 1�� SLOPE = 1.75% k; 1 1 x17 HORIZ: 1" — 100, 11x17 VERT: 1" = 10' uw i z STA. 15+55 26' RT �� u I 6'X6' PRECAST CONCRETE VA ,.�'a 3d�� �Px S}3 r ti �' gt9 SEE DETAIL THIS SHEET kMtlM^ � q N INV IN = 4834.31 .y�v I i R INV OUT = 4834.21 1 t ,, m —.— 6 �o 48 RCP PIP % E 6 ' 48 RCP PIPE � o FOWLER AVENUE 6» o� > 4850 N n m m : - 4850 6 _ ^ 3 w -Qa� 1i II � +�>NNTW-N m C �aW Z CJ NOM Mffi _. O M O E (.: d 40c m>>> ', � � _:: : _::: _:::: :::. - -4845 n o a 4845 '_-- _ N:m�s - — �' -�- - aa� j I � PLAN VIEW PRECAST VAULT STA. 15+55 M ASPHALT '.,. :"_gi b -. - I NTS a 4840 zC z z z 484 Z CONTRACTOR TO GROUT CONTRACTOR TO GROUTEXIST Q w o 4835 ---_ GROUND � ' .:- _.. ..... 1.4835. g _._... - 4 �. LaJ > o 120 lF �'., ~ w RCP _ IL 4830 48 RCP PIPE 8 w o as3o "- o \ 48' RCP PIPE Q a U o 4825 i-- o o L� J 0 + 4825 N a it ""^• —- .... D a +1i a 6' 6„ w a»o - - a o — o S = - I PROFILE VIEW PRECAST VAULT STA. 15+55 z - -� g as w I. s NTS w :.:: ... - -.. -48 N a 4815 » yc ..... - _ PROJECT NO. //wNoonf 4810MrnMma sOm mOM`ro�.'..wOai mrM-oOaao wNWNMa0...onOmI muMCOl IroOm, rnM°�°ro__ daWzo'.mQ m m m 4810 _..._. 638.002.0 40.031 0 SHEET NUMBER r RECORD DRAWING14O m' O, MO0 J M m mro mN, M, M� DRAWING NUMBER ma �a as �Ia a �a as d"a �,a as <r,a a as as a as as a a a a a a a a _I S®-4 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19-00 TA 13+93 WATER FITTING COORDINATE TABLE g" PLUG ANDT3 LS41.9 33 PIPE B) 1B SLEEVE t awoz FITTING STATION NORTHING FASTING '' , 11A1� Z� i J=� F OF -__ - 9a mz WW -��/ IIIYYY••• "` END CAP 0+68 9201.73 8532.83 t1 CONNECT TO EXIST 8" MAIN REMOVE ,g K Uz � INCLUDING BOW OFF CORP.9247.73 8532.62 IIII IIII ol8' CROSS o0 SCALE 8" VALVE 1+32 9266.73 8532.54 STA 7+99 15.4'LT INSTALL 8" VLV ON EXISTING I j �_p 8" VALVE 4+10 9544.25 8531.27 a INSTALL 8" CROSS w/ PIPE STA 13+91 (A.B. OO+Iw o HORIZ: 1 = 50' STA 137 33.0'LT VERT: 1" - 8" TEE 4+51 9585.28 8531.11 34.5 LF 8" DIP w/ END CAP j' ----- ----- AND TYP. BLOW OFF LT. AND INSTALL 8" 45' BEND lxl7 1 1 1 x 17 HVOERT• 1" 10' 8 INSTALL 8" VLV SEE COB STD DWG NO. 02660-7 INSTALL 8" 45• BE VALVE 7+37 9866.60 8516.27 STA ) ,'{y 3,�7�L -8 VALVE 4+70 9604.28 8531.03 65.5 LF 8" DIP w END CAP STA 13+72 A.B. AND TYP. BLOW OFF RT. STA T3-4 � 14.0'LT _ •' ,�'Q- a off' * 11.25 BEND 7+68 9896.59 8512.16 8" CROSS 7+79 9906.80 8507.85 ,•w -- 8" VALVE 7+99 9924.46 5500.40 - 8x4x8 TEE 12+89 10392.03 8358.80p STA 0+67 ;x 61 TEE 13+50 10453.20 8358.52 • ,,„ -^` w/��"'�k ENt p p ----a INSTALL END CAP AND `45' BEND 13+78 t 10481.37 ,§358.3 ,r r - *� ,. = -�- s - - • .. '� TYP. BLOW OFF- EE 45'BEND A3+97 10500.16 8339.4 / o m COB STD. DWG N0. 02660-7 8' STA 1+32 1a,0 LT m -' .� o V+IS;-T6 INSTALL 8" VLV ' ,"-`:- I STA 12+89 14.01T / w ` INSTALL 8X4X8 TEE, + r� x STA 4+10 14.0'LT 7��i�T T L�D AVENUE Lz nTT 7 L� - w/ 70 LF 4" DIP N a FOWLER LLll V L1VUL m INSTALL B" VLV w �/ AND END CAP 56' LT a 1. Jig fir d � r± `C STA 13+52 (A.B.) ! d f '....... 6..,...-�- - .- n, w w w w w w w w w w w�� o '' STA T3759 14.0'LT TREES TO BE REMOVED AS --C -+- -�-- --{-- -f - --+ - - - - - PART OF ROAD IMPROVEMENTS INSTALL BX6X8 TEE, 0 0 0 o o o INSTALL IFHYDLASS'Y 40 T RT Ln or� 4 -.. ,� W/54LF OF 6" DIP ?z i m r$$ ffiz, U ol<� ------------ STA 1+13 14.0 LT o F INSTALL 8" CROSS STA 7+68 14.01T 8 W a INSTALL B" 11.25• BEND _ F .^ STA 7+99 17.2'LT ti STA 4+51 14:0'LT _ �w� F" 5 INSTALL 8" TEE w NO BEND INSTALLED (A.B.) INSTALL 8" VLV O ~ ^o TYP. BLOW OFF RT. 64 LF 8" DIP AND STA 4+70 14.01T w s SEE COB STD DWG INSTALL 8" VLV N0. 02660-7 O _ goo a FOWLER AVENUE 4860 TYPE A TRENCH BACKFILL 4a6o I-s w _ - _ ej --- ---- - --- - -- STATION 0+67 TO STATION 14+02 -- -- -- TYPE 1 PIPE BEDDING L INSTALL 1342 LF OF 8" -- ' CLASS 51 D.I.P. AM C151 o Ick "' m 4855 ASPHALT 4855 -- a a m p aeso I - I z o MAX TE=4848.95 EXISTING _ _ ___ 4850 Z GROUND 6.5, M, N. COVER REQ'!D - --- O \ J.Q J N •� T _ - I - _ 1 48454845 o H> 843; 3O J MAX TE-4 wo 4U HYD BURY LINE MAX TE 4841 7 W> 7MAX TE=4841.28 QQ 45 w839fo 0 z Wa s Jo 404840 +a � LLJ v - +Q Qz a 0¢ v) o - Ic J ^ m N rn >. 6.5' MIN, COVER REQ'D I w w Z N _ n 4835 N O w o 4835 ECORD DRAWING - +r +� mJ m z �� m a - - o a +4. m N J z, 4 z -. „III W 4830_ P� x CO W W z W oa c~i� pj -: - pj P7 F4 FW w o 4830 m r F� Q Q Q al' Q-. -al z Q Q M 'N o m o X o m� zn G m,6 '-i n O� V M O U) 01 l\ M b t�. '-I-Q d O w� z Kw F~ V i. �~~ aro 'T g w J ¢4 _ II II II _. d' - v)�,j -� ... U U a 4825 o._ >> _- w _._..l a- .a. w -�� _ - .1 -- -- J .? .1 _ .l __.. ,-i -I - d o~i n O a =N-- .4825 N V) o Zoo ww - w w w w w w w w, w .. O _ I'', o 0 0 co - o oI o `o rn o J+ m- _ ,-, N O M v nco z Z _ VI z PROJECT N0. W 4820 U� W Q - H v�i. II 3 CF/J rF/� r�/� - cFi1 Ut~n 4820 3638.002.040+0310 �.. -.. _ _. _ .... ___-_ --. __._. O SHEET NUMBER '.� I� �0 N 'N r O N ifJ h O N N r O N N n O N ,u) iro r O n tq d �[1 N l0 I� .N ,h N r` O ',d M N O O� M W �,,, O�� r O �.d. O N [Oi_ N m N 0�.� �.< M.N �,..p p0 r N p d.M O cp,0 N W O'�O ro.� n M O,� �'lT r r ^ M W AIM Okb AIM h O r Ml� O 00 O N O'..ifl 4-0 d";M a n0,� '01<O N M':QO ^�(] O�N rn M!O O M I"'.O r �'.,,M �:O 00]A �h 15 Nl p 'n',,c0 �N �'.� `t�() d N `t N M� �� �7 N.a N,d: N� a M �M O M O'1"i o Ki O>'M OWN mlc, m c. OJ N a[V d...- of I� �f w O plp N� N'..Oi U7� o'� d'^ �� M'tO M N N'N .4 N� ..N .N O o..- m O O,O O O R1 0 m m W od i+Oj 40 a0 �� W� �,'.m �� �� �W �N �.W �� N� [0 00� OJIW 00� W� ro� W,� OJ;� D]l� oJ� W,� [O� oJm N� N� W� ow �� mm �'w mm mm �m �,� Mm wm m.W mm wm �m mm am �m �m a���'Im �m ,�d,�m �w am M.m am mw �,',m a� �W �W ma'00 DRAWING NUMBER / <I, -d- '� a a �� d•� `ta d'60 a o a e a a e a ..a �.� 0+50 1+00 e 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+0 7+00 7+50 8+00 8+50 9+ v e a �r a m a a a a �r a a d a m a a + a v 00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 3� moU w ¢mc�iZ WW a sw?� U� U Oo� _ a DU wj� OU 'LT STA 11+16 13.5'LT STA 1+60 13.5'LT STA 3+92 13.5 INSTALL 8" VALVE - INSTALL 8X6X8 TEE, INSTALL 8X6X8 TEE, STA 11+26 13.51T .. W INSTALL FHYD ASS'Y 25' LT INSTALL FHYD ASS'Y 25' LT INSTALL 8X6X8 TEE, �3Ai i� W/11.5 LF OF 6" DIP W/11.5 LF OF 6" DIP INSTALL FHYD ASS'Y 25' LT STA 4+00 13.51T STA 6+89 13.51T W/11.5LF OF 6" DIP h INSTALL 8X8X8 TEE, INSTALL 8X8X8 TEE, °i o z I� _ INSTALL 8" END CAP 32.5' LT STA 7_+59 iS.S'LI INSTALL B" END CAP 32.5' LT o Ct > W/19 LF OF 8" DIP W/19 LF OF 8" DIP INSTALL 8X4X8 TEE, W INSTALL 4" END CAP 40.5' L7 �c P i 14 W/27 LF OF 4" DIP STA 6+70 13.5'LT INSTALL 8" VALVE Y S " y CD N m STA 7+92 13.51T w PF <i + INSTALL 8X6X8 TEE, o SyFFT F - N INSTALL FHYD ASS'Y 25' LT wl p w w w w W w w Ut uv w O J w O . + -� I + + + + + + + + + + +o +o O O p O O O O O O O O O p j m STA 0+50 13.5'LT STA 7+87 13.5'LT INSTALL 8" END CAP STA 1+50 135'LT STA 3+87 13.5'LT INSTALL 8" VALVE AND TYP. BLOW OFF INSTALL 8" VALVE INSTALL 8" VALVE SEE COB STD. DWG. w o w m NO. 02660-7 i STA 0+66 13.5'LT(GARFIELD) WATER FITTING COORDINATE TABLE-GARFIELD w€.' z EQUALS STA 1+13 14'LT(FOWLER) FITTING STATION NORTHING EASTING INSTALL 8" CROSS B" END CAP 0+50 9247.43 8496.62 8" CROSS 0+86 9247.73 8532.63 � 8" VALVE 1+50 9248.26 8596.66 '8 GARFIELD STREET HYDRANT TEE 1+60 9248.34 8606.69 FIRE SVC TEE 2+39 9248.99 8685.51 mLL TYPE A TRENCH BACKFILL 8" VALVE 3+87 9250.20 8833.17 TYPE 1 PIPE BEDDING HYDRANT TEE 3+92 9250.24 8838.17 Q' 8" TEE 4+00 9250.31 8846.56 GRAPHIC SCALE �+ 8" END CAP 4+00 9269.31 8846.40 so o zs so 8" VAI VF 6+70 9252.54 9116.55 ( IN FEET) s N 8" TEE 6+89 9252.69 9135.55 1 mch= 50 n. RECORD DRAWING Y END CAP 6+92 927L69 9138.40 74 ❑�� 8" VALVE 7+87 9253.50 9233.74 HYDRANT TEE 7+92 9253.54 9238.74 ---- 8" VALVE 11++2616 9256.21 9562.69 HYDRANT TEE 11 9256.29 9572.69 4870 STATION 0+50 TO STATION 14+50 4870 no - - -- INSTALL 1400 LF OF 8" - w CLASS 51 D.I.P. AWWA C151 m > m E. w w N 4865 m o m a 4865 o a HYD-BURY LINE HYD BURY LINE -- 4859.77 0 4858.25 HYD BURY LINE Z 1 HYD BURY LINE 8'BURY HYD. 4857.81 4856.48 8' BURY HYD. -- --- 4860 a no 4860 8' BURY HYD. ASPHALT _ Z _ ------ O oN EXISTING I _. GROUND 0 4855 -. _. MAX TE=48:�7./2 : 4855 H Z 0 MAX TE=4851.21 \II i � : 6.5' MIN. COVER RCQ'D B MA TE-4848.94 I'� W w > y : MAX TE=4849.73 1 4850 4850 Q = o + o+ b) E J w o w J � za w Z F-W JJ Mro JW Jj Jw Epp -x Q + 4845 ag cNn n "� J� �wwJ 1n> �n h + cox 4845 LLJ Q o w in VO O N> �W r.10 W maXO �X > _. ._ 1- r'1 MW +d +� CD W. M03 MU M: N~ �� : �� + o� Ma _. JN n `p `-fn �J W U Ow0 �_ O� M� x +< n OD _. W WJ +oJ QZ ® Q / Nz m N J. cp + MN QH. J O J '(7X +Q F- Q m Ul O X N J h J - @}I p� h!- o a0a o+� ±� �ro dZ �z^aa +< . + z m 4840 ¢< a F Z +-� W : d N -CO I-cn CG :W CO CG. CO co G77 CC m rQ-N W W 0. ¢ Q 4840 <<o -`z�." �- �� �� d�z d d d Q ¢' azQ d.Q< cn cnz d d d N(/1 Z Q Z Q Vl Z v v a v er v v n n - v V Q �W II II J j 4835 .-. II II II II II II II II II II II II, �j 4835 -a N o_ v O a o o`Oo N zo rn ai d" : oo 4 c6 16 o oC. ., .. .. / + + + + f f + +. + + + f f + f O + f N m U O n O W N M V + + vv v0 lD v0 op Ol Ov ^~" 6 < PROJECT N0. F F " --- F' 3636.002.040.0310. I 4830 4830 o SHEET NUM BER O O N I] O V7 N N in n N] r7 n 'o I� n c0 N 10 d n M N O CO M a0 N/ �O n Na M n� cD0 O ap Nm NN R)a �� �`1 N� �O O� M� m� N Nn h �O j.� N� m0 00 d� O Nam. O Wn O O M OM u� M'6 w G6 ou NN w oo of Im .06 n cob n.N nM n� ood. od. N� 20 mci I �o O mp i6 �� N N� N �� .'6 N ij� N.N N� N� �� N� N� �6 M,6 M,6 I�� r t0� N Nr Nr d� w �r ifl cDN (O fO� I� n� n rN QD W� fJJ N o0 W� Q7 [O Oj N N� N W� 0005 26 �� �� � �� N� N NN N u4 uJ n N 4 N N N Lo N N N N N N N 0 N N N 10 0 i N N N N to if1 �O op Lo µ o0 s 0 oo m oo m w W M W a0 rb W o] W of W op D] W N W W N a0 W a0 W a0 a0 a0 of a a0 W o0 N W 7 N N au a a0 a W o] a Q 4 Q d' a v DRAWING NUMBER n ro m a a a a a a a a <a tea. a� aM a im m as a a1 m .01 w e� oo ed. e as w 00 a a M a� a a a � < .r a a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 z mom STA 25+63 13. 'W=z mU- ' , U �wz3 J 5'LT v, mezzoi STA 15+06 13.51T STA 19+40 13.5'LT INSTALL 8x10x8x1O" CROSS W/ TREES AND OUTBUILDINGS 4 z QU 19 LF 10" DIP w/ END CAP BETWEEN STA. 26+50 AND ¢ - INSTALL 8X6XB TEE, INSTALL 8X6X8 TEE, AND TYP. BLOW OFF LT AND STA. 32+50 TO BE REMOVED > o o si INSTALL FHYD ASS'Y 25' LT INSTALL FHYD ASS'Y 25' LT 46 LF 10" DIP w/ END CAP AS PART OF ROAD IMPROVEMENTS W/11.5LF OF 6" DIP 4W/11.5LF OF 6" P AND TYP. BLOW OFF RT STA 18+95 13.5'LT STA 22+50 13.5'LT c, SEE COB STD. DWG. NO. 02660-7 INSTALL 8XSX8 TEE, INSTALL 8X4X8 TEE, STA 26+39 13.5'LT 15+60 (A.B.) INSTALL 4" END CAP 40.5 LT STA TS•F3& 13.5 LT INSTALL 8" END CAP 32.5' LT STA 22+79 13.5'LT INSTALL 8X6X8 TEE,W 19 LF OF 8" DIP W/27 LF OF 4" DIP INSTALL FHYD ASS'Y 25' LT =4 w INSTALL 8" CROSS / INSTALL SX6X8 TEE, 1 2 a W INSTALL 8" END CAP 32.5' LT N INSTALL FHYD ASS'Y 25' LT STA 25+63 W/11.5LF OF 6" DIP W/19 LF OF 8" DIP N W/11.5LF OF 6" DIP 22.5'BEND (32.5' LT) AND TYP. BLOW OFF LT AND N BLOWOFF IN TALLED ` INSTALL 8" END CAP 32.5' RT w STA 25+44 13.5'LT W/46 LF OF 8" DIP N INSTALL 8" VALVE AND TYP. BLOW OFF RT it, � ` SEE COB STD. DWG. NO. 02660-7 ---- __- =DI •v w w wr�W W�wW W�r�W �r�w W��Vy Ww 0 0 0 00 0 0 , 00 O STA 18+76 13.5'LT STA 19+35 13.5'LT STA 22+74 13.5LT a STA 2fi+34 13.b'LTE s STA 15+01 13.5•LT INSTALL 8" VALVE a �L INSTALL 8" VALVE INSTALL 8" VALVE STA 15+80 13.5LT INSTALL 8" VALVE INSTALL 8' VALVE w INSTALL 8" VALVE WATER FITTING COORDINATE TABLE-GARFIELD gP��w FITTING STATION NORTHING EASTING 8" VALVE 15+01 9259.20 9947.70 z HYDRANT TEE 15+06 9259.23 9952.70 8" CROSS 15+60 9259.48 9985.54 wEo i 8" END CAP 15+60 9278.48 9985.39 .2 8" VALVE 15+80 9259.78 10026.53 b u'ia y r 8" VALVE 18+76 9261.98 10322.73 5 B" TEE 18+95 9262.12 1 10341.15 Is 8" END CAP 18+95 9281.12 10341.09 8" VALVE 19+35 9262.42 10381.73 HYDRANT TEE 19+40 9262.46 10386.73 €` FIRE SVC TEE 22+50 9264.76 10696.52 O 8" VALVE 22+74 9264.94 10720.76 $- HYDRANT TEE 22+79 9264.98 10725.76 RECORD DRAWING P T 8" VALVE 25+63 9267.09 11009Z3 GRAPHIC SCALE �-+ GARll IEi' LD STREET T 8x10x8x10" CROSS 25+63 9267.09 11009.39 SD (IN FK 2.5 N��II �� 8 END CAP 25+63 9221.08 11009.41 ---_ TYPE A TRENCH BACKFILL f m.n= e0 ft. 8' END CAP 25+63 9286.09 11009.38 ^n^ TYPE 1 PIPE BEDDING 8" VALVE 26+34 9267.56 11080.44 p g J g HYDRANT TEE 26+39 9267.58 11085.44 4870 - - STATION 14+50 TO STATION 28+50 ^ ...:-. -. -.. -. -INSTALL 1400rL OF_8" - 4870 0 w CLASS 51 D.LFP AWWA-C151 m d HYD BURY LINE o ¢ o mm o 4865 0 4�£5 4861.22� N:. HYD BURY LINE 1�5HYD BURY LINE 4859.25 o -4859.21 HYD BURY LINE EXISTING - Q 1 4857.41 GROUND _ z 4860 ASPHALT ^ O 0 4860 Z O 4855 i,�) 4855 V) o Q w E 6.5' MIN. COVER REQ'D r g o, MAX TE=4850.02 Lj w w 4850 N J> > J w 4850 N E EL �� :m O O 1 F J N� J F tO m - -.--..0Ffn N[QFO-~Z mN JJ1aFz-y-•--. r�. - �.fA�, ,Wy� W 6r0.-1. dF..J m,WW-. NO�.�HZ Q N �-. -0 JNrn-WNJ MNQfn a Q JJVZl yQ.JNU'C1-C• d- Na•4-• 0 J •d-• d -G w Z0 Q D c r2F Lu an + LI Q4845 0 S1 X 'x X U N c Q� O � }QQ X N Z Z + - Z N + � ¢ Z GO 48404840 ¢ a o o e v 0'_M m v j Vl r r r n r P n n Z 0_ �. S V V V V V V J r p r Q II II II II II II II II II tiw -1t - II II_ a 4835 a .� .� �l .a ..7 a .� a �,ri ,-.1 -. a .1 4835 w v .. .. .. ni O --_o: o o cn �,' PROJECT'N. w - __ - H [-� F F [-' .- F F F Ei - j[ - H 4830 N 4830 3638.002.040.0310 � a Q � l•� Na � ^ ma O Oa a,,ee((,,�) da ,�(1 M N7 O ^ N M N O `�^� th� u�N0 OOi �d-mN�� _c0 SHEET NU M BER Of O fAd O MO7 M O aO� ONQl N co 00 rl� , � 00 N NN N N coW co 4 N O T N 7 In a aml aam .0, aaaa � � a 7 m a � �a a C a 00 � DRAWING NUMBE R W low aYa � w N W-3 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21 .00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 30 mom _. Ymzz yzw� � Jzo yz III STA 28+85 13.5 LT - • a Bu INSTALL 8X6X8 TEE, > INSTALL FHYD ASS'Y 25' LT STA 30+49 13.51T s W/11.5LF OF 5" DIP INSTALL 8X4X8 TEE, Tv STA 34+05 13.5'LT ICI INSTALL 4" END CAP 40.5' LT INSTALL 8X6X8 TEE, > W/27 LF OF 4" DIP INSTALL FHYD ASS'Y 25' LT A D.I. MECHANICAL JOINT SOLID N W/11.5LF OF 6" DIP SLEEVE MAY BE USED ON THE NEW PIPING TO FACILITATE THE CONNECTION TO THE EXISTING PIPING. �, o os �e r'1 ��va w w w O w w c„.v w--,—�,yo w �W .r, w ,1,�----w w W w w w w w w N to rn o + �t + W` t + .;a + + + ...-. + + f -+ I - + t + + � °` o 0 0 0 0 0 0 0 0 — nG—yr v— . �C::. '- '#`4:" _ •. aHf ONE of .:.:F.. -- ,J N �,I'...._ P—� K TREES AND OUTBUILDINGS INST 'm ^`d . CONNECT TO EXISTING NG 8"4 LT T ai MAIN o BETWEEN STA. 26+50 AND �" P f 1 ��'' f _, AND TALL ' STA. 32+50 TO BE REMOVED I REMOVE GS '�' S VAL ON EXISTING PIPE ,n AS PART OF ROAD IMPROVEMENTS c � o TA 28+80 13.ELT WATER FITTING COORDINATE TABLE-GARFIELDITTING NORTHING EASTING GARFIELD STREET 8F VALVE P8+170 9268.20 1131700 �! 8" TEE 28+75 9268.21 11322.00 TYPE A TRENCH BACKFILL z 1 .8 TYPE 1 PIPE BEDDING 8" END CAP 28+ 926 .21 11321. p LL 8" VALVE 28+80 9268.23 11327.00 HYDRANT TEE 28+85 9268.24 11332.00 F� DRAWING 8" VALVE 34+00 9269.62 1 1846.57 '4 RECORD ♦ 1 1 \ HYDRANT TEE 34+05 9269.64 1 1851.57 GRAPHIC SCALE Q-+�•w-�. �' 8' VALVE 39+23 9271.60 12369.94 _ (IN FEET) C 1 inch= 50 ft. m II ❑ o GRADE PIPE AS SHOWN _- STA. 28+75 TO STA. 34+05 v�vryI'I 4870 STATION 28+50 TO STATION 39+23 4870 o INSTALL 1073.LF OF 8" coow CLASS 51 D.I.P. AWWA Cl 51 'm d E HYD BURY LINE 4882.57 0 'o 4W5. HYD BURY LINE 4865 IR 4860.33 N .. EXISTING ASPHALT o.'. GROUND- Z _._... Q 0 4860 4860 Z O N MAX TE=4855.69 4855 ._........ 4855 V) 6.5' MIN, COVER REQ'D _ Q w E o W W W J I 4850 in� 1n� 4850 + V7 CL Nv > W Jw o M Z e u) J +¢ + ao M m in 3 z_ a o x x a w 4845 N 4$45 d dc~i1 .ter +� �w�3 Li Q Nz MZ nJ +0xI hJ O _ ZLi a ® F �Z: ^ co q P W a� w m m G9 m N o m m 4640 4840 - - a 4835 4835 w w 6 PROJECT NO. 4830 4830 3638.002.040.0310 o SHEET /ju7 �00a`01c��s0 MW NW�d��- Wa Q�spFµ m d'r� 7�M <✓J NhN O7OOr uJ4�0 Od' Mm�tNa�� a7D daa0't��D ��O oYJW�y�. Nd 0�M0 Od• Omdf��� "�Q1 rWv�roy �a rad0 Wdd�a' �YO� aN� �7taJf Omat�7 maM� m<m Wma0s] id�' OarJ ra m<W� OM a� N�W� W� OmmM1 Om �m} mMmM oN_] m �MmOW � E�E'1 1NU MBER 0Or 8 O O O� c) O d NMtpNNN M O DRAWING NUMBER W_ W mlWwnm0wwwlm0 of ON mN o'N ow m � m mo 0m m m �� m l W W a m, a , 0 — 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+5C 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 SEWER COORDINATE TABLE O SSMH STATION NORTHING EASTING END CAP 0+68 9201.85 8546.83 to a `�" '"� „ r m J w oz 4W 1.+00 9234.35 8546.68 ""k III N 1III SCALE SW 4+40 9574.34 8545.16 ao� o BIN6+31 9765.19 8544.31 STA. 13+60 - �a NEW SSMH 14W HORIZ: 1 = 50' 7W 7+68 9900.32 _ 8525.78 STA 7+68 VERT: 1 = Jr 8W 9+41 10059.50 8458.64 NEW SSMH 7W STA. 12+51 INSTALL 5&LF 8" PVC 56' (A.B.) NEW SSMH 13W I • n 11x17 HORIZ: 1" = 1OO' 12W 10+21 10131.63 8424.03 SDR 35 ASTM D-3034 1 1 x17 VERT: 1" = 1 0' 13W 12+51 10353.81 8372.97 SEWER TO WEST 00.50% 14W 13+60 10463.35 8372.48 INSTALL 11 LF 8" PVC 56' (A.B.) 15W 15+60 10663.36 8374.58 ;,„ SDR 35 ASTM D-3034 SEWER TO EAST 0 0.50% ��- 16W 18+16 10918.65 8381.93 EXST. J0516 1 18+41 10943.64 8382.65 1�. - _ o- o ?� a a+." .gym vW.� R h v. w'u STA 0+68 ;s ,. 0 4 INSTALL END CAP STA 1+00 (FOWLER STA 1+00 (GARFIELD)"'+T. NEW SSMH 4W ,,�a,.. / i o. Vim'. � r .... .,4 Fa•A p STA. 10+21 i FOWLER AVENUE o NEW SSMH 12W ss STA. 13+60 w INSTALL 8" SEWER o STUB w/ END CAP 7§84' (A.B.) •:.�,_ ......v:.._... .a>w.... __. _._. - - -- o � S=0.50% z STA. 9+41 NEW SSMH BW wv�ioz m -z N W � Z TREE TO BE REMOVED AS STA 4+40 PART OF ROAD IMPROVEMENTS W v Ae NEW SSMH 5W Sg a INSTALL 50,LF 8" PVC 56' (A.B.) Q -9 F SDR 35 ASTM D-3034 - �LL N STA. 6+31 SEWER EAST 0 0.50% NEW SSMH 6W O to ❑� o=JN?� �o --�o�� FOWLER AVENUE III II ze r + w.� a m r ro N 4860 o w asso TYPE A TRENCH BACKFILL 1-��'o => w�� Nr� . TYPE 1 PIPE BEDDING Y zz +�w z;z p� n\o a ^I a Q ASPHALT >.F= m c~iI coo z z z w-o + w 3 r o n m v 4855 0 o m a ^^� 4855r �zzzp dr.rNim w a._--. m.,.� ^�o N __. m m d 1 a e o N��z z zz AINTAIN 1.5'', rn 3�ro� �a In N� Z �w-o cvNII IIz, a. bolo WATER _ N Q 0 4850 IN. SEPARA _ 1.5' _. _ a o >> o w�� co- ro _. 4850 z \ ION AT -- SEPARATION.AT - _ : v~i co ?Z w Z o c� e �- O N WATER MAIN CROSSING MIN ''MAIN CROSSING EXISTING�' _ - I I� <o�>> N - ... ... -._i_ GROUND AINTAIN 1.5, m co ?? n,II II z F o. z m o.<r II^I I^z 4845 Q 4845 -- - MIN. SE AR TION AT I r�-- ___... o WATER MAYN-' ROSSfNG _ N mil" M=J��� -- r' - r z z �'�'Z Z O La1 H F _ ��_ ° INSTALL 30 LF -.._..._.- Z x 21 PVC SDR-35 SS I INSTALL 33 LF -}_ - 4840 w Ld L- 4840 ASTM F679, T-1 WALL THICKNESS $$1"-PVC SDR 35 SS Z > a @ T.00% A$TM F579, T'1 WALL Q ALL END CAP T®CKNE S ! \ -I L o 1__E N ® 1=4845.41 (INSTALL 186 LF _ o ft I La11 J - z INV., �'', jl M AINTAIN 1.5' o 1.49% (A B.) 21' PVC SDR 35 SS ASTM F679, T 1 WALL --_. - 'I SEPARATION 4835 ® O - - --- --- THICKNESS -_ -. j. -__INSTAI l 131 11 - __- IL - - AT WATER MAIN co 0 4835 O 1-507- - _- I- 21" PVC SDR-35 SS - : CROSSING Ld Ld �- 1.51% (A.B - j.ASTM F679• 1-1 WALL -__ m 4830 LLJ THICK502S ASTM PVC SDR815 SS 21�1NSTALL PVC SDR-35 SS -- ' " J _ m _. 0_.1. o -.. --.... I THICKNESS I 48:50 t^ a o� I AS M THICKNESS, WALL 21 IN PVC LSDR-335FSS n Z z calla F 0 1.00% ASTM F679 T-1 WALL z Q J 4825 W a Ica `�a THICKNESS � 4825 w w ®Y-Bq INSTALL 105 LF RECORD DRAWING< -zo -__ --. _.__. __. 1.09% (A.B.) ASTM PF679,DRT-3 WALL INSTALL 200 LF zcoo m j o'+ z J - -- SS 21" PVC SDR-35 SS THICKNESS �+ o w F= - 0 7-00'%- ASTM F679, T-1 WALL w� W 41,,a N d (��d-,�d..-a�d_-N ��d NN ma�e',''.'..Nl�n M�d-Q Oa�ut �a.i'7tn �v��N7 N�.Nam My.Ntr_n--_-�-.UOdJ- m rNa W,Na mial] Od ua] OR-aO �..Na dd' ya Q7 OV' _--`.N< ���1 �N•d ud�• 7�l<[t1 - a a ad- ad-• dd-' _ 'da- Oda- 4d' ?7 ad- ed- aQ a7 -dd- e__--_aC IX1Ma1'.Od.J,0 2% (A.B.) THICKNESS d•( ��} THICKNESS c000 - POJECT 0 4820 36 .1 04820 O SHEET NUMBER O OOO N 0 O c'N. M 9 m OWN lo � O ,M �M DRAWING NUMBERZ 7° a a d 7 .0 M" +, m m o0 0�� � mm In roW W mm 0 O aW w �m I r D o 0+50 1+00 1+50 2+00 2450 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 1. of moo �I U 36" STEEL CASING PIPE SEWER COORDINATE TABLE 12S "o _ SEE DETAIL THIS SHEET SSMH STATION NORTHING FASTING aawz 88 MODIFY EXIST. MANHOLE9201.85 �mco 0 CONSTRUCT NEW INLET END CAP 0+00 33 8546.68 �`� STA. 13+60 AND FLOW CHANNEL. 4W 1+40 9574.34 8545.16 �w o ., a NEW SSMH 14W I GROUT NEW PIPE 5W 4+40 9574.34 8545.16 i.. CONNECTION. 6W 6+31 9765.19 8544.31 " >> -- _ FOWLER AVENUE I �I, 7W 7+68 9900.32 8525.78 l � TBC 52.50' TBC "".-reA-."-"__-_--. f_ - ) I SW 9+41 10059.50 8458.64 _. 12W 10+21 10131.63 8424.03 W Q% I. 52 50' -- 0 2s -- - - -- -------- - - 13W 12+51 10353.81 8372.97 14W 13+60 10463.35 8372.48 _ «; ` o oo' o -- - -- = - } _ --- 15W 15+60 10663.36 8374.58 4cc p b kR O o _ o -. O -- -_-- 16W 18+16 10918.65 8381.93 EX5T. J0516 18+41 10943.64 8382.65 T F3 7 r o -_-. s PC, NEW SSMH 1 5Wz. ry Sy �VF 0 w S STA 18+16 SCALE � ti STA. 18+16 y EXST MH J0516 m NEW ssMHwa - HORIZ: 1" = 50' # , v. VERT: 1" = 5' ` 1 1 x 17 HORIZ: 1" = 100' r� t�1 11x17 VERT: 1" 10' ��ow Y � � 1 x,"t .�r D '�i'"T 4 zb w rt k*n CASING CHOCKS- 3 EACH H-•-a�� PER PIPE SECTION TYP.) SHALL BE AS SPECIFIED. �--1 v: I ,• _ -*'��^ � - k�� ' , ;�`� � +'F- ..a ' `� .„ PVC CARRIER PIP g E ------------- FOWLER AVENUE CASING CHOCKS PVI EKE-- t6+05.19 mma i PVI STA 4 =4839.92 F - o _ lF -3.95 - --- A.D. 25.32 TYPE A TRENCH BACKFILL -- J 4850 m ! 100' VC 4850 STEEL CASEMENT PIPE o w - mm TYPE 1 PIPE BEDDING secTloN A , fO M m m ¢a - SECTION B BELL END OF PIPE. 0 0 ® m a + .ma �_ .� + n �._.m rn ¢.� rn m� ,� : NOTES: z qF.�m _ II i a o m o E o v II II II z II ail Y �0 3 II N N rn N N d 1. CASING CHOCKS AS SPECIFIED. INSTALL 3 0 M 4845 . +�j-=�Wr II IL II II �'',,�">m .4845 w ..w ¢ J > U = 'N m + m M uj hM., PER PIPE LENGTH - MIDPOINT AND MAXIMUM n - w U ¢ > ¢ w< cc) o OF 2' FROM EACH SIDE OF JOINT. W m O a N F > F h +m M O M M _. �ow�zz a > a> a a > w¢- �z,.zz� >_.w 11 - a �3' ma = mN m CASEMENT PIPE LIMITS a d ><,,007>>>> \ KK- ` _0.180..30% 0.727 0% a 5 a S d J z o + z? N 4840 0 4840 1 259 N N J _ro w N m `n HUFFINE LANE Z 5 SEE PLAN &PROFILE a �> oa,,n_ \ I� 85g, a v~i coo o:?? z o z `^ h h /\\/\\//\\//\/ AT WATERINTAIN MAIN _ EXISTINGGROUND �4 0 �`\ 1x z z"' co 4835 . Q ED 4835 w__z ` 09 % >j .� CROSSING RATION ". N,.--- WRAP-AROUND END SEAL WITH A o --- w CASEMENT PLAN AND PROFILE) LONGITUDINAL SEALANT AND SECURE F- Z o.._ THE CASING AND CARRIER PIPE WITH Q ZD w w Y 4830 ¢N' ----- STAINLESS STEEL BANDS. _____________ _____ _____________________�______________ ____ Z o Nw?z 4830 ------------------------------------ ---------'------------ w w z ''.. : > > w NOTES: Z Q 0 o STEEL CASEMENT PIPE SEE PLAN AND PROFILE SHEETS Q o: ASTM A53 GRADE B FOR BORE AND JACK LIMITS w + MIM. YIELD STR. = 35000 PSI L+•1 -I a o' S LF MIN. WALL THICKNESS= 0.531" N 3: 1 � z1 INPvcL 22 SEP 2J - aazs ROAD BORING AND JACKING TYPICAL CROSS SECTION p o w 4825 STA 18+ J ��� T-1 WALL �TWATER LANE CROSS - - Cn w ASTM Fs7 zoo LF !RATION BEWEEN - BORE AND JACK DETAIL / ` w N SDR-35 SS I� WATER AyD SEWER - -- NTs 0 THI KNESS u� INSTALL 140 LF 36" STEEL INSTALL 256 LF _ S-2 m 4820 -. wR. CASING-®'--a.50,'��WEEN 21" PVC SDR-35 SS - 482C J J 737 AB. M ALIGNMEN STATIONS 13+90 ASTM F679, T-1 WALL a INSTALL 20 LF -- a U U ( ) ICI W AND 15+ 0 SEE DETAIL THICKNESS -- ¢ ¢¢ P _.gm T 7-e�%. ) ASTM D o303 SS z THIS SHE ASTM D-3034 !EXST Z .- 1.10% (A.PVC B.) SS z F F 0.66% A.B. 8" PVC SDR 3 4 g a 4815 j� -. f-xm ) 4815 w .m m m 'z-- ai m m I I'm m ',,m_- m m m m m m ¢ N P _ _!.�¢ a a a a a is a m m m a 'a PROJECT N0. M M M M M M M M M I M M �va a- h� ' oMa hOa CORD DRAWING N4810 w ow 4810 363 8.002.0 40.0 310 n SHEET20 o m. m� �� � M M Na� m M DRAWING NUMBER M w w � m 0 m mm a M � a oo r . ......... S-2 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 z moo w ¢mv? sm�3 �zzo zJo S & aw'nz o0 wUK > SW4}O ZQ SCALE HORIZ: 1" = 50' VERT: 1" = 5' o 1 1 x17 HORIZ: 1" = 100' y 5� 11x17 VERT: 1" = 10' P m tz zo 0 STA 13+31.80 I I SEE NOTE #1 END STRIPING STA 13+78.91 (TYP) END STRIPING I III I1I9�I I�� STA 13+04.84 START SOLID B" LINE s (THERMOPLASTIC) u 0131HNV0 ` ys�S• �� RT,90 z M STA 13+82.46 w N a N rz GARFIELD sT A STA 8+97.66 9 S 00 ®m _. END STRIPING �^ STA 4+70.99 STA 7+04.42 STA 8+26.17 -__.._ tDR (NORTH BOUND LANES) o STA 5+43.19 END STRIPING BEGIN STRIPING END SOLID B" LINE c��T D3-1 END 25:1 TAPER END SOLID 8" LINE 8 START DIVIDED LANE (SOUTH BOUND LANES) (SOUTH BOUND LANES) (THERMOPLASTIC) - 11.0 ft _ s R _ - - 11.0 ft I f STA 4TRIPIN (THERMOPLASTIC) Z e Sg D3-1 END STRIPING - + ! °' I- '� R STA 7+96.34 t + 12.0 ft �' o o ! ,. START SOLID 8" LINE 4' WHITE y o o w m4 BROKEN STRIPE STA 4+63.19 W4.2 (THERMOPLASTIC) 11.0 f o STA 1+91.95 ■� p 'b - - - START 25:1 TAPER START SOLID 8' LINE 0. (THERMOPLASTIC) ° p s9U` k yr f k ®mg '�� ST / / / 3+62.56 START DI IDED N,LINE) END 1STRIPING B 8" WHITE STRIPE STA 1+47.73 8" WHITE STRIPE BEGIN STRIPING 2�� o / p = 3 4" WHITE STRIPE W a _ N 11.0 ft < l k - - - - _ 1 0 �PJ;6'•' D3-1 ft '.� `? 12.0 11.Oft ri m + o l + I + + + r 120 ft ' . -I C .� m m !� D3-1 0 11.0 ft o 0 0 0 11.0 ft o 11.0 ft 0 11.0 ft _- ip o " I ''STA 7+95.95 NOTE: ,.,--- i BEGIN STRIPING z. (NORTH BOUND LANES) 1. FOWLER/HUFFINE INTERSECTION YtCA$OLS TOBE ED --- v m-� STA 6+63.33 R3-8b o I 2 T Sm „ r STA 7+12.83 FLOW LINECURB SEPARATE CONTRACT I Z 2. EDGE OF 5.0 FT SHOULDER STARTS AT I m� Q 4" WHITE STRIPE W 4"WHITE ! a 1O, z W BROKEN STRIPE ! `� START SOLID 8 LINE I p E h c (THERMOPLASTIC) END SOLID 8" LINE II I � (THERMOPLASTIC) 3. ALL STRIPING SYMBOLS ARE THERMOPLASTIC '.i W1-iR R5-1 FOWLER AVENUE END STRIPING rx r (NORTH BOUND LANES) I' O GLLJr- Q 0 o w W N Q O C? Z W N W z > 0 a a w Q moo N o z w Crt - o LLJ n v/i S m Q / z a g w N o O Q pm U Q U z PROJECT N0. RECORD DRAWING 21 O 3638+002.040.0310 SHEET NUMBER m ....._ ...... DRAWING NUMBER r7 T- 1 z moo z u G�31�avD SCALE - W GARFIELD A J = a 0 03-1 � � VERT: 1" = 5' D3-1 1 1 x17 HORIZ: 1" = 100' N 5p0 w Q 11x17 VERT: 1" = 10' o= 5- W1-iR h R8--3 p F 38-3 4" WHITE STRIPE R8 c,3 O x o z tiQ h Q O Y 4" DBL YELLOW z z _ 'm CO N2 z Q STRIPE a a .. a p 14.0 ft o0 00 14.0 ft o o 0 0 -....-. _ o + t 1 0 N N 4" WHITE STRIPE Zcs z N'o`.• N�y o GARFIELD STREET a�Ny O y p = c,� y T� R� A. R8-3 a N� r oR8-3 °o 0-to o A a c wow � - -a Mz ' rnQ z5H ti Nd _ pz R8-3 dOl Sl 4" YELLOW T7n Roz8-a3 R8-3 4" YELLOW STRIPE STRIPE � 24 YELLOW STRIPE 0a R1-1 8" YELLOW STRIPE �Y-- �SHLDR �2.512. ft a - Ts rn 00 m o N I + I f 1 1010 ft + 10.0 f_. I j + - I ��; $� o - 10.0 ft o 10.0 z N�N➢ � Nzv y A NN f zrE ARFIELD STREET 8" WHITE STRIPE p ewHI = = s y �sN a r�1ZT�iaw ko R 8-3 ;0 A�k k rU- QJ❑ ;7STOPaZo R1-1 S m O R8-3 n o Q m � d , a �Q7 Zo C! w °i R8-3 R8-3 4" WHITE STRIPE R8-3 p o z p o 24" YELLOW STRIPE 4 4" YELLOW o s 24' YELLOW STRIPE -_ 4' DBL YELLOW z 8" YELLOW STRIPE z STRIPE --- a 8" YELLOW STRIPE �e STRIPE Q n Z O + e� 1 N O O O O O O O O .........__ O -_____ _- .......... ....-.--. ZwinNy 9 u)p aO 4" WHITE STRIPE Zo7mp.v N 8" WHITE STRIPE GARFIELD STREET !az LJ wQI-. wJR8_ wwW 3tek t QF- EL w GZE2 ED EL a ; . K �� dOlS Lo z o I- W t' 8" YELLOW o ono R8-3 8" YELLOW STRIPE 4" WHITE STRIPE R8�3 STRIPE R1-1 p= 24" YELL W STRIPE 4" YELLOW 4" DBL YELLOW z tiQo 4 YELLOW z STRIPE STRIPE h o 24" YELLO STRIPE STRIPE a O) /n ft SHLDR `� Q g +` 12.0 ft W 12.0 ft 14.0 ft + + LJ a t 1 10.0 ft+ o o ut IV O.0 ft o 10.Q ft o _ o 14.0 ft o -_-_ o 0 0___. o o n o O N. h PROJECT NO. �8" WHITE z �� yv N z a� 4" WHITE STRIPE yNNv o . > 3638.002.040.0310 N STRIPE py A N�y ° �' GARFIELD STREET N�' " �" o = -0 �1? �� �, a ss O131�aV0 7■■''�■■ /■!��' SHEET NUMBER �+ V`W r R8-3 c'r,+ m kR8-3 ® GARFIELD :. m °' RECORD i!DRAWING V 22 m N 00 -p �i(p O DRAWING NUMBER "1 �•N mA �a � yA� R1-1 D3-1 _ T-2 r A D3-1 w3� Z a0w 00 _0 w ° OU > >>� ma sw � o f>'� 1 i 1a4 yl:t. S,plir, r ? W alalllllU "` ¢A v! a a s a{ C u -NOW ,P a r t '!a a1 .�Ya e, a wan p w yy END OF PROJECT lip , a 1. END PROJECTS �F a rn,, " ! sT sT ��, a g O Nw r., Rx qS,o Rx ao ASP144T Opp .y;y 64 1g� 4�k209.496 R 27' dH0 00 dHC— < EX 2TBC EL=T86 4 ST 2 SP N�xP� EX43 2406��8 _. cy,Sy3: J�. a��6altin _.. m S6 I 3 STA 42+82.74_86.60 25 STq TB EL 1 4xT RSs2 TS o,m ",P 31 96 4 w O�� g t}'b ,6Lg2 fCogB 26 ��r env my mpv R R=5a y >> ry O w o tt a Y r r o s. s. CD Rj 1$ }rye S. _ J R d < y�y"' s2 O O O O o0 4862 a RT�0 R tv Q Q r .....,.. .0 0 Sl Q 5G+5 El,� �C Sy O Z , o SZP P�P� StP NPS 1 y�c r� S XB? Q Fx�I z s o R=57 — 2�a mx�r c 0 �� r N R=42 aP Q 0z Q I� E I .l of�yti 3:: Q O = STA. 42+99.81 GARFIELD a o N o RESEARCH DRIVE o W z Z ; aLi o0 w LJ W� w ® Z pp � J_ m (n z INTERSECTION OF INTERSECTION OF GARFIELD STREET GARFIELD STREET N Q � o Z & RESEARCH DRIVE & S0. 19TH AVENT `` w PROJECT N0. aA R E■ DRAWING 20 0 20 3638.00 2040.0310 0 1_ \/ ��/ GRAPHIC SCALE GRAPHIC SCALE SNEEr NUMBER n 20 10 20 Q FEEm) r ( IN FEET) DRAWING NUMBER IN ' 1 inch - 20 it. 1 inch= 20 ft, D-1 30 STA ASPHALT 101 W\.L- 0 15' 4— '9� STA 0 6" SCHEDULE 40 PVC SiA 0+77 66 RT 43' IRRIGATION CONDUIT ASPHALT L=4856.83 18 RT STA 1+22.73 RT 60, TBC STA 4+88 EL=4 60 852. BC FL=4856.9 SCALE HORIZ: 1 20' 11x17 HORIZ: 1 40' wW FOWLERICARFIELD INTERSECTION ---------... .................. ................ A IRV A 11"11w -41 o' z k A 14+08.82 LT 96 9, TBC EL_a 4 0 0 8 �IA 1L+,31 35 wv -Zo LT 0 EL�48"65 --- ------------- E 7 - o, o lOC 3C RADIU' CD Z "o l z ' <rad � . .o oloi, -800 C) Ilk 3. < 8",."1-1 V) 7 _j W E o n—g + 5, LLj '5� < it > 3' CONCRETE MEDAIN 10+5o. LLj 0 lo Tec oo RT 7-1' 45.U5 0 L�48 > PT L'i _j cr 10+20 0 0 M Iff 7 0 -C EL�4 lo+oo.00 1C)+ Y, ooC)o ih L14846 3 En 70 . ­V/i - -, .1 �' I, STA 9+74. BC EL=4847.10 V) STA c) Lj .ol DNw 9+73.20 CO < EL=4846.813 RT 35.5' -u 0 00 'T e PROJECT ND. 3638.002.040,0310 FOWLERIHUFFINE INTERSECTION AND MEDIAN DETAIL SHEET A MBER A _58-20 RT 5(),5, 24 DRAWING NUMBER RECO'N't"" DRAWING D-2 z mom _. rmzz i U 2 T ZJOO NS C aWOz .0 OKO > V1J K ZQ I W O 111 A 111� SOUTHERN 14.5' OF STREET SECTION r WILL NOT BE CONSTRUCTED ON MSU PROPERTY. L O I O � m zo �o i I -_ I 65'11.0.W. I o I I I WISK OF OL09OW OF CUBS 10' 10' 5' 4' -5' C.O.B.STD. BOULEVARD BIKE DRNING LAME DOUBLE LE TURN LANE DRIVING LANE BIKE BOULEVARD C.O.B.STD. I SIDEWALK SIDEWALK I �N 2 C.O.B.ST. BREAK POINT 2"LIFT ASPHA T C.O.B.STD. 2 2.00 CURB AN 2 LIFT AS HA CURB AND _ z GUTTER 300q 3'00yg GUTTER y _ ....3'TYP- _ _3'1YR I �`� `n Iz I �^ 12"711,/2"-MINUS BASECOURSETOPSOIL AND OVERBURDEN ATERIALS SHALL BE REMOVED o TO NATIVE GRAVEL MATERIAL BELOW FINISHED CENTERLINE GRADE - GRADE TO PR RUN THICKNESS SHALL FROM EXISTING GRAVELRAVEL MATERIAL TO TOP OF SUB-BASE GRAVEL. o THE MINIMUM PR RUN THICKNESS SHALL BE 15 INCHES. N X^ wJ COLLECTOR DESIGN SECTION FOR GARFIELD STREET o�l� G-1 NOTE: CROSS-SECTION SHOWN IS FUTURE CONFIGURATION. SEE SHEET T-2 FOR LANE 'MOTHS AND STRIPING. � a � L m a tDo' G:w. 13 a w w 31 O a ro rv� BACK OF CURB I K OF CURB 7' 5' 8.5' 5' 11" 11.5' T' 11.5' it' 5' B.5' S' 1' Q h I C.O.B.STD. BOULEVARD BIKE DRIVING LANE DRIVING LANE CENTER TURN LANE DRIV LANE DRIVING LANE BIKE BOULEVARD C.O.B.STD. r O SIDEWALK SIDEWALK Z oN ( I O 2' N. I 2 BREAK POINT 2"LIFT ASPHALT C.O.B.STD. C.O.B.STD. 2"LIFT ASPHALT C' I 2 OD9 2 00% CURB AND 2"LIFT ASPHALT ;00% 3.009 2" Ir ASPHALT CURB AND O GUTTEft GUTTER „ 3'�,P_ --3'TYp O Q N E Z 12"OF 1 1/2"-MINUS BASECOURSE J i I I. 12"OF 1 1/2--MINUS BASECOURSE I w J 0 TOPSOIL AND OVERBURDEN MATERIALS SHALL BE REMOVED TO NATIVE GRAVEL MATERIAL BELOW FINISHED CENTERLINE CD GRADE TO SUBGRADE. PR RUN THICKNESS SHALL BE FROM N EXISTING GRAVEL MATERIAL TO TOP OF SUB-BASE GRAVEL. p THE MINIMUM PIT RUN THICKNESS SHALL BE 15 INCHES. O o N W H U ARTERIAL DESIGN SECTION FOR FOWLER STREET o o w M J W W [if W � In F � Q � O m m Q Z z a a W N O CD c� a z GRAPHIC SCALE PROJECT NO. RECORD DRAWIN G 5 5 3638,001,070.0310 IN FEET) SHEET NUMBER O i inch= 5 ft. 25 M DRAWING NUMBER REDUCED SIZE SCALE: S 1 inch = 10 ft. D—