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Home My WebLink AboutValley West Subdivision Phase 3 INDEX TO SHEETS <m�= NI r�� _ CONSTRUCTION IMPROVEMENTS FOR GENERAL "` a W= j I-1 COVER SHEET OU I-2 MISCELLANEOUS LEGEND AND NOTES Mo �� VALLEY WEST SUBDIVISION — PHASE #3 1-3 STANDARD ABBREVIATIONS AND NOTES Paz I-4 CONTROL. SHEET o ROAD PLAN AND PROFILE SHEETS DURSTON ROAD PROAREA^� OF THE VALLEY WEST PLANNED UNIT DEVELOPMENT R-1 STAFFORD AVE.CLIFDEN c R-2 CLIFDENEN DR. 'Q Z�n�� lit� R-3 CLIFDEN DR. AND ENEBOE AVE. ^Z tip LOCATED IN PORTIONS OF TRACTS 2-4,BLOCK 2,TRACTS 2-3,BLOCK 1,AND THE ORIGINAL CASCADE STREET,VALLEY WEST SUBDIVISION, R-4 CASCADE ST.-WEST WEST BABCOCK STRKAY Fo R-5 PERRY ST. SITUATED IN THE NW I A SECTION 10,T2S,R5E,P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA R-6 WATERS ST. a R-7 BRISBIN ST. DEVELOPER R-8 469w -9s. 1,�w+tw-wr- R-9 ALEXANDER ALLEY & ALLEY 8 d 3 BOZEMAN LAKES L.L.C. R-10 ALLEY 8 C/0 DOUG 013ERG R-11 ALLEY 9 & ALLEY 10 2415 E. CAMELBACK, SURE 900 R-12 ALLEY 11 & ALLEY 12 ' n PHOENIX, AMELBA 8, SUI R-13 HANLEY AVE. & BRENDEN ST. R-14 BRENDEN ST_ & CASCADE ST.-FAST R-15 KIMBALL AVE. R-16 KIMBALL AVE. & BENEPE ST. i R-17 TOOLE ST_ & FORBES AVE. R-19 ALLEY ST. & TILTON ALLEY „ z a pARSTON�� - _ _ _ _ __ _ - - - - - - R-20 ALLEY 13 U R-20 DURSTON RD- j - - R-21 DURSTON RD. Q o VICINITY MAP I — — p I s r WATER PLAN AND PROFILE SHEETS NO SCALE __ u„., _ ? ,o, „ W-1 STAFFORD AVE. mU 6 5 s W-2 CLIFDEN DR. W-3 CLIFDEN DR. & ENEBOE AVE. & X-C 1W w I W-4 PERRY ST. �', o, W-5 WATERS ST. z r i - W-6 BRISBIN ST. "`� __--_ _ _ _ rm. _m , 5 6 6 s wr u, `m"• W-7 f98iER-61•r r!'wItKK S-r gt m W-8 HANLEY AVE. & BRENDEN ST. W-9 CASCADE ST. W-10 KIMBALL AVE. W-11 ITOOLE-�r1& F BEES A . - W-12 TOOLE ST. & FORGES AVE W-14 TILTON ST. & X-C 2W ,F 1 W-14 X-C 3W W-15 COTTONWOOD & STAFFORD SERVICES SEWER PLAN AND PROFILE SHEETSrr lopo PHASE# I �„ —y- —_ - —_- _- — - _ - e ,mw ,m», S-1 STAFFORD AVE. ��~+++ 5 S-2 CLIFDEN DR. § § § S-3 CLIFDEN DR. & PERRY ST. 8 c WATERS ST. & BRISBIN ST. s & ALLEY 12 & X-C 1 S S-6 HANLEY AVE. & BRENDEN ST. .mom ,m" l RENDEN_, -FEET sn S-7 CASCADE VE S-8 KIMBALL AVE. S-9 KIMBALL AVE & BENEPE 5T. t s § s s § I S-10 TOOLE ST. & FORBES AVE. _ S-11 TILTON ST. & TILTON ALLEY WATEM -- - PIIASI'.#3 e - e e e x x c S-12 ALLEY 13 5 ` § § 5 E s S-13 COTTONWOOD & STAFFORD SERVICES �210 STORM DRAINAGE PI AN AND PROFILE SHEETS - 5 K 6 ;� SD-1 SOUTH OF ALEXANDER & EAST OF COTTONWOOD �' a SD-2 EAST OF COTTONWOOD �v( SD-3 ALONG PERRY & SOUTH OF $I SD-4 SOUTH OF DURSTON-WEST SD-5 NORTHWEST OFF HANLEY & ALONG BRENDEN \ SD-6 WEST OF FERGUSON Q ,m CASCADE STREET __ SD-7 SOUTH OF DURSTON-EAST Z O - - - e SD-8 DETENTION POND OUTLET STRUCTURE DETAILS Q SD-9 DETENTION POND OUTLET STRUCTURE DETAILS M SO-10 DETENTION POND OUTLET STRUCTURE DETAILS Z p " O L'i £1 m G,,, DETAIL SHEETS (/T o PHASE#3 ALLEY 6 �, Q V F,y w D-1 INTERSECTION DETAILS = SCALE I m r w D-2 INTERSECTION DETAILS Ll " V BCAOE $�� o�� m I� D-3 INTERSECTION DETAILS HORIZ: 1" = 200' �" ?" D-4 INTERSECTION DETAILS -- CAS, COVER STREET ��4� y o D-5 INTERSECTION DETAILS 1 1 x 17: 1" _ ,400r �S�' Z �PS Q ¢ D-6 INTERSECTION DETAILS Z D-8 SITERGERAD GRADING PLANCTION -WEST WEST _O I- u D-9 SITE GRADING PLAN-WEST w PHASE# I h ALLEY 2 ALLEY' 4 D-10 SITE GRADING PLAN-WEST N = 1 D-11 SITE GRADING PLAN-EAST cn rm D-12 SITE GRADING PLAN-EAST 0 0 1Df1 rm D-13 MISCELLANEOUS DETAILS m w I I I D-14 MISCELLANEOUS DETAILS > t i ALEXANDER STREET NONROE STREET D-16 MISCELLANEOUS DETAILS D-16 MISCELLANEOUS DETAILS � U I ALs I D-17 HERITAGE CHRISTIAN SCHOOL SITEWORK .Ti I ALLEY D-18 DURSTON ROAD STRIPING AND SIGNAGE DETAIL D-19 DURSTON ROAD STRIPING AND SIGNAGE DETAIL W 0-20 DURSTON ROAD STRIPING AND SIGNAGE DETAIL C ALLEY I �``' ALLEY 3 t P 3 e 5 Q MAYNARp-BORDER IRRIGATION INTAKE STRUCTURE IRG-1 DITCH SOUTH OF DURSTON Laj n I IRG-2 DITCH SOUTH OF DURSTON J Z IRG-3 TYPICAL DITCH CROSS SECTIONS & GABION LAYOUTS J Q y IRG-4 FIT UP PLAN Q w — _ _ — — — — — — — — — IRG-5 DETAILS > N HEST BABCOCX STREET IRG-6 IRRIGATION LINE SOUTH OF DURSTON O m 5 a STR-t GENERAL STRUCTURAL NOTES STR-2 STRUCTURAL FOUNDATION AND FLOOR PLAN S STR-3 STRUCTURAL SECTIONS FaaecT No RECORD DRAWING STR-4 STRUCTURAL DETAILS .ssa<.o2D o STR-5 INLET DETAILS SNLEt NUMBER N O DknWING NUMBER Y h I_ S I w== mo TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES GENERAL PIPING NOTESJa� BOUNDARY AND/OR PROPERTY LINE w a�H� o 1 LAY PIPE TO LHWFORM GRADE BETWEEN INDICATED ELEVATION > w 3a z< POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWSE o 0 - x FENCE LINE SHOWN, - EASEMENT LINE 2 SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE -- -- - INDICATED TYPE OF JOINT AND FITTING MATERIAL SHALL BE SECTION LINE OR DIC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE ouwia Ji CENTERLINE (0) 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS -- . SHOWN IS ONLY APPROPRIATE.FINAL SUPPORT REQUIREMENTS � �<m pT BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL {� - ROAD (EDGE OF EXISTING PAVEMENT) BE AS SPECIFIED- y'I' 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED -- EXISTING CULVERT VMERFVER PIPING PASSES FROM A STRUCTURE TO BACKFILL 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL G FOUND MONUMENT BOX BE PROVIDED WITH THRUST TIES.BLOCKS,OR ANCHORS, UNLESS k OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOP p HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. p CONTROL POINT 6. SYMBOLS. LEGENDS.AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS.WHEREVER z APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT + COORDINATE POINT NECESSARIIY USED IN THE PROJECT. 'w Fa B_1 BORING LOCATION AND NUMBER. SEE 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT WELDED,GROOVED END OR SCREWED PIPING,SHALT.BE A 32+00 SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND 0 U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS FOUND C.O.E. BRASS CAP STAMPED W/NO B WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE SBM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE,UNLESS OTHERWSE SPECIFIED. WHERE A EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE rc o O POINT OF INTERSECTION, SET 51.8"x TB" SHALL BE JOINED TO THE COUPLING ADAPTOR. REBAR W/ F.S. CAP STAMPED C-329" 9. VALVE BOXES REWIRED FOR ALL VALVES IN A BURIED SERVICE. W UN6 N p P-3 PIEZOMETFR LOCATION AND NUMBER a 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWN/GI ARE ONLY X 1000 EXISTING GRADE APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE - gg CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. R 01000 FINISH GRADE 11 THE CONTRACTOR FOR THIS CONTRACT 15 RESPONSIBLE FOR Z m THE COORDINATING AND PERFORMING THE CONNECTION OF THE 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS O w 4LL NTH C CONTRACTORS, NOTED EDGE AND TO E WORK OF 01HER ONTRACORS, EDGE OF TREES, BRUSH 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE �12" EXISTING TREE W/ APPROX. TRUNK DIAMETER THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, r-r THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR i N Q BUSH STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. O �^ �' AND INVERT ELEVATIONS. " NEW TREE AS SPECIFIED -9 ?i v o-o SIGN. ONE POST OR TWO POST ® EXISTING MANHOLE ® NEW MANHOLE EXISTING UTILITY OR TELEPHONE POLE \ uz R, NEW UTILITY OR TELEPHONE POLE a o DITCH SHOWING DIRECTION OF FLOW a CREEK/RIVFR W/DIRFCTION OF FLOW GENERAL DESIGN DESIGNATIONS a NEW CONTOUR SECTION (LETTER) OR ON DRAWING WHERE SECTION 2:-TOO()- OR DETAIL IS TAKEN: DETAIL (NUMERAL) /� M F- DRAWMG NUMB R EXISTING CONTOUR DESIGNATION -k� WHERE SHOWN O J W -//// ON DRAWING WHERE SECTION Cn OR DETAIL I$SHOWN: Q NUMBER = � DRAWING N MATERIAL SYMBOLS DRAWING NUMBER WHERE TAKEN H (OR SAME DRAWING) O o DETAIL AND SECTION DESIGNATION Z I n CONCRETE Z z 0 STANDARD DETAIL NUMBER XXXX% -- STANDARD DETAIL DESIGNATION �_ SEE DRAWING DRAWINGS D-33 GROUND SURFACE A7 END OF DRAWINGSGS :> W I � � STANDARD DETAIL DESIGNATION J o m :D a NOTES: (n0 SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. w Z p2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE < c.T NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE W WEIGHTS, OR AS SCREENED BACKGROUND, NEW STRUCT- !D URES ARE SHOWN IN HEAVY LINE WEIGHTS. U OU N r :a Q w N J Z J Q w Q f N GENERAL NOTES: RECORD DRAWING N . BBREVIADONS ARE SHOWN ON l�J 1IN en a en STANDARD SYMBOLS AND A STANDARD LEGEND SHEETS. THEREFORE. SOME SYMBOLS p OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS PROJECT N0. U MAY NOT BE SHOWN ON THE PLANS- 3384.020 a SHEET NUMBER 0 N O O DRAWING NLIMFIER m n I_2 i ;O Pa �J ABBREVIATIONS GENERAL NOTES =off sQ Icing z� 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard N $e� Specifications, Fifth Edition, March, 2003 MPWSS and City of Bozeman Modifications to the Montana Public Works o AB ANCHOR BOLT TB FIAT BAR, FACE BRICK Standard Specifications 5th addition dated March 2004 and project specifications- ABDN ABANDON FC FI EXIBLE COUPLING PL PLATE, PROPERTY LINE ABV ABOVE FCA FLANGE COUPLING ADAPTER PLYWD PLYWOOD 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minknum ... AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PMP PLANT MONITORING PANEL cover of 6.5 feel with respect to finished grade. Insulation shall be installed in areas where 6.5 feet cannot be PNL PANEL. achieved due to culvert/storm sewer piping. ADDL ADDITIONAL FEN FOUNDATION pRCST PRECAST ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED 3. Maintain 18" (vert.) separation between all water main and all sewer main. "Q r^ W a ADPTR ADAPTER FET FLARED END TERMINAL r- S ma r- PRELIM PRELIMINARY '.� I'm uZ AFT ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, PREP PREPARE, PREPARATION nHR ANCHOR FF FINISHED FLOOR as determined by Owner and the Engineer. ALUM ALUMINUM FG FINISH GRADE PROP PROPERTY rrr`t,11 ALT At TERNATE FH YD FIRE HYDRANT PRV PRESSURE REDUCING VALVE 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field .1.. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PS PRESSURE SWITCH, PIPE SUPPORT verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The APPROX APPROXIMATE FLEX FLEXIBLE PT POINT, POINT OF TANGENCY Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide APVD APPROVED FLC FLANGE PVC POLYVINYL CHLORIDE proper protection when location is known. m PVMT PAVEMENT ARCH ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE 6. A list of representatives to contact for information regarding facilities is as follows: ASPH ASPHALT FIN. FINISH RAD RADIUS o RC REINFORCED CONCRETE AVG AVERAGE FLR FLOOR Montana One Call System Dispatcher 1-800-424-5555 O AT FOC FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE Montana Power Co. Malt Micklwright 582-4671 RD ROAD, ROOF DRAIN Bresnam Communications Scott Adolf 585-2355 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RUCR RFDLICLR o BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL z HEBAR REINFORCEMENT BAR 7. The contractor shall adjust all valve bones, curb boxes, and manholes to final grade upon completion of all - G BETW BETWEEN FT FOOT,FEET construction. An boxes or manholes damaged or otherwise disturbed b the contractor or an subcontractor shall n OF BOTTOM FACE FTG FOOTING, FITTING REF REFERENCE y g y y _ REINF REINFORCE be repaired at the expense of the contractor. This work shall be incidental to the project, seperote payment will not BLDG BLOCK F TO F FACE TO FACE be mode. BLK BLOCK GA CAGE, GAUGE RELOC RELOCATE, RELOCATION REDD REQUIRED BM BELOW GAL GALLON B. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. BM BEAM, BENCHMARK GALV GALVANIZED RI REINFORCING STEEL Specified bedding shall be from 4" beneath the pipe to 6" above the to of pipe see MPWSS STD 02221-1 The P 9 P P P P�P ( )� z BOO 13EARIN GALVS GALVANIZED STEEL RI RIGHT cost of this additional bedding shall be included in the unit price bid for water and/or sewer main. BRG BEARING G'ND GROUND R/W RIGHT-OF-WAY SAN SANITARY 9. All valves shall be Installed with thrust blocking, and valve boxes in accordance with MPWSS and C,O.B. HRKI BRACKET GRTG GRATING 9, SCHED SCHEDULE modifications. An g supply F y fn m CHAN CHANNEL. GSKT GASKET y existing or new valves which control the C.O.B.'s water su I shall be operated b C.O.H. z F L CHK CHECK GSP GALVANIZED STEEL SIDEWALK EL PIPE personnel only, 6 u- Cl CAST IRON G GRAVEL N a i e CIMJ CAST-IRON PIPE MECHANICAL JOINT GW SECT SECTION "' B GYPSUM WALLBOARD SHT SHEET 10. All fire hydrants shall be installed in accordance with C.O.B. Sld Dwg No. 02718-4. � CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SIM SIMILAR SLP SLOPE 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in - gg CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SP SPACE, SPACED conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as Indicated on the plans, 9i R CIRC CIRCULAR LID HUB DRAIN CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPEC SPECIE ICA LONSPG SPACING 12. The Contractor is responsible for controlling dust and erasion during construction at his expense. Streets shall _ CL ('.ENTER LINE HDR HEADER be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the li e CLDI CEMENT LINED DUCTILE IRON HK HOOK SPRT SUPPORT Permit. c)w CLG CEILING HM HOLLOW METAL SO FT SQUARE FOOT ~J r~rv�im� CLR CLEAR, CLEARANCE HORIZ HORIZONTAL 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments SO IN SQUARE INCH indicated on the plans. Elevations are finished asphalt elevations_ CMP CORRUGATED METAL PIPE HP HORSEPOWER W i �. SST STAINLESS STEEL Ri`.y � CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR 14, All disturbed areas shall be seeded b the contractor in accordance with MPDES Permit. Q STA STATION y CO CITY OF HT HEIGHT, HEAT TRACE. SS SANITARY SEWER COB CITY OF BUZEMAN HV HOSE VALVE SID STANDARD 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all limes in COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF S1IFFENER accordance with the concurrent construction plan provided in the project manual S£ COMB COMBINATION HWY HIGHWAY STL STEEL CONIC CONCRETE OR CONCENTRIC HYD HYDRANT 16. The contractor shall be responsible For coordination of utility(phone/power) installation with local utility S CONN CONNECT, CONNECTION ID INSIDE DIAMETER STRUCT STRUCTURE companies. SYM SYMMETRICAL I CONSTR CONSTRUCTION IF INVERT ELEVATION TBB TOP AND BOTTOM 17. The contractor shall notify One Call ® 1-800-424-5555 for onsite utility location. All existing utilities shall be CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE TO THRUST BLOCK marked before digging. 99 9 COINER CONTRACTOR IN. INCH 10C TOP BACK OF CURB I I COORD COORDINATE INFL INFLUENT TF TOP FACE 18. The contractor shall maintain service of all existing utilities. If said service Is damaged, the contractor shallv� v�CORR CORRUGATED INSTL INSTALL, INSTALLATION TEMP TEMPORARY. TEMPERATURE immediately repair the damage at the contractor's expense. (_�I (_BICP C,ONTROL PANEL INSDR INSTRUMENT THK THICK CPLG COUPLING INSUL INSULATE 19. The pipe grades shown are calculated from actual distances. ed a of manhole to ed a of manhole dis la d < THOU THROUGH 9 9 ( P yr' C TO C CENTER TO CENTER INl INTERIOR T.U. TOP OF LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See � 0 payment in the specifications. = n ur CTR CENTER JB JUNCTION BOX TP OUTSIDE TOP OF PIPE measurement and ' CTSK COUNTERSINK JS1 JOIST TOC TOP OF CONCRETE, TOP OF CURB a a. o CU CUBIC JT JOINT 20. Water and sewer service lines shall be extended to 36 I F tram the centerline of the street unless noted TST TOP OF STEEL othewise. CU FT CUBIC FEET I ANGLE TW TOP OF WALL Q CU IN CUBIC INCH LBS POUNDS TYP TYPICAL 21. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. Z CULV CULVERT LE LINEAR FEET UBC UNIFORM BUILDING CODE Q CU YD CUBIC YARD LNTL LINTEL UG UNDERGROUND 22. All utility conduits for irrigation, electrical, gas, phone. CATV, etc... shall be buried a minimum 24" from M Z O DRAIN LONG LONGITUDINAL LILT ULTIMATE finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer All locations shall O d PENNY(NAIL SIZE) LP LOCAL PANEL UTIL If FILL IV be determined and field fit as directed by Engineer and shown on record drawings V1 DBA DEFORMED BAR ANCHOR LR IONG RADIUS V VALVE, VOLT 23. Maximum to p represent p Q DBL DOUBLE LT LEFT VH VALVE BOX p elevations provided for Doter main construction re esent the minimum to elevation at the � w GET DETAIL LVL LEVEL V13 VERTICAL location identified to achieve the required 6.5' cover based on planned street elevations without allowances for DI DUCTILE IRON, DRAIN INLET LVR LOUVER VOL VOLUME construrtion variances It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe O DIA DIAMETER MATT MATERIAL is achieved. Z VRfY VE I CD DIAGONAL MAX MAXIMUM VTR VENTNT IHHIXIGH ROOF 24. All construction related traffic shall be routed to and from the site via Hu Nine Lane and Ferguson and/or Z DMA DIMENSION MB MACHINE BOLT W No th Cottonwood Roads in order to minimize traffic concerns on West Babcock and Durslon Roods, Z Q DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER WD OD DIR DIRECTION MCP MOTOR CONTROL PANEL w// WITH 25. Contractor is responsible for obtaining storm water discharge permit prior to construction. Z ON DOWN MECH MECHANICAL W/O vAIHUUi O DR DOOR MFD MANUFACTURED WL WATERLINE 26. Contractor is responsible for obtaining street cut permits rpior to construction, > - DWG DRAWING MFR MANUFACTURE, MANUFACTUREP. Q Q WM WIRE MESH, WATER MAIN 27. In the event that phase 3 is constructed utilizingconstructionphasing, several items including temporary j EA EACH MH MANHOLE WS WATERSTOP, WATER SURFACE dead-end barricades and water blowoffs shall be consucted. These extra items are covered in the project m w EF LACH FACE, EXHAUST FAN MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL specifications. =T 01� EL, ELEV ELEVATION MISC MISCELLANEOUS WT ELB ELBOW MJ MECHANICAL JOINT WTR WAR GH ER Ln m ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WV WATER VALVL I- ENCL ENCLOSE NIC NOT IN CONTRACT WWF WFIDFD WIRE FABRIC N CD ENGR ENGINEER NO NUMBER Of EP EDGE OF PAVEMENT NOM NOMINAL WWM WELDED WIRE MESH ?w? Q XFMR TRANSFORMER EOL EQUAL.EOUALL1 NTS NOT TO SCALE EQ. SP EQUALLY SPACED OC ON CENTER YD YARD Z r � EQUIP EQUIPMENT 00 OUTSIDE DIAMETER NOTE L''J In EQUIV EQUIVALENT OF OUTSIDE FACE J Q EW EACH ATE OHP OVERHEAD POWER I. FOR ON DRAWINGS NOT LISTED, SEE HED B"ABBREVIATIONS FOR RECORD DRAWING EXC CXCAVAE OPNG OPENING USE ON DRAWINGS AND TEXT', PUBLISHED BY THE Q w EXH EXHAUST PAID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE ING- (ANSI) IVO EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. CO EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL. 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS, PROJECT NO EXT EXTENSION, EXTERIOR PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS 3384,020 r RANGE PERP PERPENDICULAR (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE FAB FABRICATE PH PIPE HANGER SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. SHETT NUMBER PI PRESSURF INDICATOR, POINT OF INTERSECTION PJF PREMOLDFD JOINT FILLER 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, DRAWING NUMHEP FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED JUNE 1, 1999 AND ADDENDUM 2 DATED MAY 8, 2000, 1-3 1 QmU- Q U UU 4 a Ap URV oCc' 2d Sy�U ~Q> =a: 441 YD "B" 48HYD "A" � m oz DURSTON ROAD T710 r HYD "D QA �211 HYD "C" .203 'h 4 ALLEY 1z., f J TILTON SrIWR, TUMN LEI' SCALE HORIZ: 1" = 200' PaMBRte STREET � ,gym � ff 1 - HYD "E.. PHASE#_ I ,m,. edo►ssrN sr�aET Tootd srlearr W y' w m CITY OF BOZEMAN DATUM z��a Pant Norlhlr Ewbq B*vMon Deoc. 17 3276275 1695.5021 478927 CP77 RJR SPIKE - _ _ E� R 79 -226 924E 3014 7136 479294 BM 79-HYD ARROWBOLI „ BC 1273.7930 2888.4269 4772 74 BM 8LU yppp REBAR NO CAP BRf:NDFN 5'TREET 81 201 Z 1832 2883.3877 476323 BM Bl-,'REBAR NO CAP 82 1514.3846 29240878 478681 CP82- REBAR YPC MBM -_� f, ��_ - --- 6 6 6 § § § m 83 858.5538 291872 4778 OB CP83- REBAR YPC MAM �- I• I 1;1 it LL fATERB STREET PHASE 86 540.4960 2163 4591 4779 94 CPBB-pp REBAR 140 C.A.P.CAP -7 __ c +,•" r� 87 858.5201 1805.803D 477520 CP87/RE RAR VPC m s - `�5 ,• F+•r w � 88 15039870 1670.0262 4789 75 CP88 6 REBAR YPC M&M 69 1510.9815 2245.5481 478817 CPo9 REBAR AC WESTERN „ g 5� BENEPE STREET O~7 $ 202 916.2296 291915M 477749 CP202-a REBAR MBM --- 1___� [,)S,Y - s • s r-�c 1;. c c 2 ,m 203 2351.7947 2987.7292 4761.D5 CP203-PK NAIL 210 2407.7649 /876.2792 4762.33 CP270-PK NORTH RIM MHS 211 2355.8402 341.8211 4754.27 CP211-a REBAR YPC MBM """ -- s 3 I ' imm - ., �6 212 -241 7870 5560523 4785 M.91 CP212-PK NAIL NORTH RIM Hg m, uno I § E' m,m B I§ R i 5 § § 5 § g § g 5 202 HVD"A" 0 0 Q619B BM"A" C - HYD"B" 0 0 4702.94 8M PERRY $T -, CASCADE ST 'ET HVD"C" 0 0 4759.51 BM"C" o - -- - " H ' HYD"D" 0 0 4755.89 BM"d' o ,m�. ,m�. ^ e 4D YD C2" 8? 48 83 HYD"E" 0 0 4760.85 BM"E" - j1r^ HYD"F" 0 0 4775.52 BM T" HVD"G" 0 0 478554 BM"G" HYD"N" D D 4788.74 BM"N" V L 2 A EPHASE#3 ALLH76QHYD "F2"HYD"O" 0 0 479161 RM"HYD'P" 00 479306 BM"P" HYD "F" ,i" HYD"A1" 0 0 478106 BM "Al" `"•"' W qRg O.p W HYD W HYD"Br Lad 0 0 4784z7 BM"Br' Q SCADS 2 86 HYD "E2" "G2" Q ati HYD"C1" 0 0 4790.80 BM"C1" A HYD "82' CA �1. Q CO�ER STREET HYU' 0 0 4786.30 BM"D1" HYD"E 1" 0 0 478254 BM'I=1" gym. Q�P•�/ HYUT 1" ° 0 478351 BM"FV Q W UaU HYD"Gill 0 0 4790.09 BM"G7" �^• f C Z HVD"H7" 0 0 478650 13M'•HV PHASE 0 M a HYD"11" 0 0 479081 BM"H" H HYD VI) "Al" ALLEY 2 HYD -El" " A ALLEY 4 " Qi Z HYD"J1" 0 0 4784.05 BM"J1" ,m, HYD J1" W O Ix HYD"K1" 0 0 478603 BM Wl" (n HYD"A2" 0 0 477743 BM"A2" "" Q HYD"B7' 0 0 4781 83 BM"B2' Q Q, P HYD"C2" 0 0 477764 BM"C7' HYD "Ell" ALEXANDER STREET HYD "D1" HYD "H1' MONROE STREET HYD "K1"� a:HYD"DT 0 0 477992 BM"07' ALE CL HYD"E2" D 0 4784.36 BM'ET ALLEY HYUT2" 0 0 478080 BM"F2" HYD"G2" 0 0 478421 BM"G2" HYD"H2" 0 0 478039 13M"142" ALLEY 7 Q^' ALLEY 3 Q.1Ps w NOTE: Al 1.HYDRANI ELEVATIONS ARE IOTHE"ARROW BOLT' = HYD "G" HYD "N" HYD "G1"0 HYD "Ii"e > NJ 4D �212 HYD .,CI„ P HYD "0"0 HYD "P"A 1r79 In Of HEST BABCOCK STREET z0 Q17 U (n W W -I Z -I Q Q � N O m RECORD DRAWING PROJECT N 3504.020 SHEE1 NUMBER DRAWING NUMBER 1-4 i mo� STAFFORD/PERRY INTERSECTION SEE DETAIL INTERSECTION I 02i0�Utl15 m' i in>?rc Vv 4 0 SEE DETAIL STAFFORD/WATERS w o STAFFORD � STA. 11+36.97 "STE 1+3 .97 11 T -- I - - - - - - - - = INSTALL OBL GUTTER DRAIN INLET - -- - - z a SEE COB S70. DETAIL NO. 02529-1HEET SD-3 STAFFORD/BRISBIN tf ' Q � I INTERSECTION _ _ rn STAFFORU (85P£fi` SEE DETAIL m INTERSECTION Y a of SEE DETAIL N I� wH'H..R.. - N INSTALL DECORATIVE STA. 14+96.97 -�� . 1 STA. 22+53.15 STAFFORD= CROSSWALK�1 INSTALL DBL GUTTER STAFFORD AVENUE STA. 22+41.15 STA. 4+31.44 TC9TCR SEE COB STD. DETAIL N0. 02529-1 I (33' TBC - TBC) INSTALL DBL GUTTER CAM-1�t- kl - SEE OB STD. DETAIL NO, 02529-1 0 p N00' 8'02 ^� 30 w 16.5 "E p �, O -1 b O N N 0' o p L=1134.20' z a p o _�[_ -- --- __ --- - Q O STA. 11+48.97 STAFFORD- 5T 13+28.71 STAFFORD- STA. 15+08.97 STAFFORD= I STA. 16+94.97 STAFFDRD= I STA. 4+31.42 PERRY I STA. 0+00 ALLEY 9 I ri STA. 4+31.36 WATERS STA. 18+150,9:/ STAFFORD= ST. 20+67.34 STAFFORD= STA. 0+00 ALLEY 10 STA. 0+00 BRISBIN a �+ -� STA. 0+00 ALLEY 11 J Z c"laa. 1TI 3 3 � ¢ z z Q Cw'un. _ w m m Ea�l�a ya,it k y a t a a o Ln 3 3 080Jitl15 h 3 y 3 m O O In In vl a I a ~ Ems.,I 3 = I ; W I 3 � I � El y STAFFORD z i o 0 o w o x _ �w 30 R p N z ¢ O K � tr 7) ¢ o wUN n N I - x �'I x STA. 16+80-97 12'RT voi z - e Q 'Z ¢ _ CENTER DBL GUTTER m I a N m I z SEE SHEET R-7 - - n n Q I n ^ + I + ^ n r N v N I m+ m b of m T + + N STA. 9+89.06 ^ m m I BEGIN CONSTRUCTION. HA + m + CONNECT TO EXISTING ASPIT, I _ CURB & GUTTER AND SIDEWALK. REMOVE DEAD END BARRICADE I I N SCALE o� g I I I I HORIZ: 1" = 50' < f I I VERT: 1" = 5' 11x17 HORIZ: 1" = 100, 1107 VERT: 1" = 10' �❑ STAFFORD AVENUE RECORD DRAWING ROADWAY COORDINATE TABLE STATION NORTHING FASTING DESCRIPTION 9+75.06 715.10 684.67 PHASE 2/3 BOUNDARY 4785 b - 9+89.06 729.10 684.70 END ASPHALT PHASE 2 O m o In N97 00 .. m n + < of O1 ^N In PERRY 13+28.71 1068.71 688.53 CLL ALLEY 9 z o dd rn a v °+°^ �N 'N 15+08.97 1248.93 691.99 CL WATERS m n o, 16+94.97 1434.90 695.57 o m CL ALLEY 10 4780 > II d ;< a In ^ ^ - w > II u ai o � 01 18+80.97 1620.86 699.14 CL BRISBIN w L- w II n u II II + 20+67.34 1807.21 702.73 CL ALLEY 11 5 S 5 w �w a� < + <a a 22+53.15 1992.98 706.30 CL FOSTER M Z ] a a a a S d Nw w II 4 II II II 22+83.16 2022.98 706.87 F66i6R•NORTH R.O.W. Q a n n 4775 >a m ^ . . . W Z -0.7 -1.04� o Q f _Z 04 S a rn m a s + ga a m10 CI. ASPHALT II > u a M ,� 4770 4770 ~ +I �+y a N W II II +I N +n Z Z0 Li O ' .I, - -. -: - - - - _ _ - -1 g 5. w °> a> II->-- 4765 N > Q u 4765 - _ -- __ a 5 a� I- ¢w �i O a 'w In I-4i Ex M f O+ Li m A� 4760 a a O Ln - - t' T _ W 4755 i 4755 "' N oo a J m J Q Q f 4750 m z z z zN m w w + ++ 5 7e �o + M + �� w� w aiN wm Z+ SF � � �Z� F z¢ 4745 w wF R3�N 0 cr 370D. cwi In rJ In 4745 o o SHEET NUMBER ^Oa.Mn^ ^cM^^ u^a^n ^f^^ ^e^ ^d^v d^a ^aO^ ^y^ ^�*O ^a^y ^aIlO^^o- u^almy ^dpa bc^� yYa vMy N ^O� rU\D fm m N"1 m b Wm b Nr V^ b^ +b �lmu� OmN m^Oi b C M mW 6mm mC 6Nd' 1mf 6On , rnt6 N N 0 O O mmO m0 my o � "pbm DRAWING NUMBER IN pbbbbb bb bb b ^b ^b b b 0 l ^� r ^^ ^ a a � ♦ a a a a a a a a a d �* a a a a a a a a R-1 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+DO 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 1 � V iu ( I mom 9z m ur 18"& 12- HDPE m -UTILITY CONDUIT 0 o\ ak a oen m m (A,a.) CENTER DBL GUTTER � o 7- = Q SEE SHEET R-6STA 18+1801 114LT z mz 18" & 12" HOPE I a'li I m I W y UTILITY CONDUIT = 0 18" & 12" HDPE 3 2l33V"', A ' n 1 & 1 HDPE UTILITY CONDUIT 0. o = 7 O f a UT UTILITY CONDUIT = (A-B-) G^ z p p 18" & 12" HDPE !Z UTILITY CONDUIT I a 18" & 12" HOPE "n 1n STA. 16+18.59 CLIFDEN= 0 0 (AB.) STA. 9+65.09 WATERS o "? N 3 UTILITY CONDUIT �� 4r = 0 < p p ip IS" & 12" HOPE 3 18" & 12" HDPE '4 + n �,,,� (A.B.) m z UTILITY CONDUIT p o 6" HDPE .o \ _ - - ---- m + + 6 (TILL CONDUIT UTILITY CONDUIT c^� - - - - - I a D (A.B.) F A.B. A.B. \ _ U I n In >> O V < 2 + I m INSTALL DECORATIVE p - p1' I m I n I N N CROSSWALK '- 5 u? a a 10 a STA. 23+88.11 12'LT d i� CLIFDEN DRIVE I CENTER DBL GUTTER \ (33' TBC - TBC) o SEE SHEET R-8 'Ileo CLIFDEN/WATERS ;� - I rn I N F ��, E t�i4 - 10. INTERSECTION .STA. 14+96.40 CLIFDEN= SEE DETAIL STA. 5+47.21 ALLEY 9 �' 60 6.5 LENGTH=517.59' - -- -- _ - - - r'k RADIUS=500.00' STA. 18+11.30 CLIFDEN= DELTA=59'18'41" S7A. 5+79.75 ALLEY 10 - -- CLIFDEN - - - - - - __ - STA. 13+76.90 1 1.4'LT INTERSECTION o z a LENGTH=193.30' CLIFDEN BRISBIN SEE DETAIL CENTER DBL -UTTER / -• © g CLIFDEN/PERRY SEE SHEET R-5 RADIUS=500.00' INTERSECTION _ Di - INTERSECTION DELTA=22'09'02" SEE DETAIL SEE DETAIL�j\ _ _ _ 5_= STA. 20+04.18 CLIFDEN= " s STA 13+77.56 CLIFDEN= STA. 6+26.54 BRISBIN STA. 10+35.23 PERRY -1� STA.CENTER 43 12.TLT 0 a a CENTER DBL GUTTER- I- - _ � STA. 12+26.21 11 SEE SHEET R-7 rS STA?6+2735 ALLE1+90.57 Y r11 6" & 12 CONDUIT HOPE (A. g@ BEGIN CONSTRUCTION. CONNECT TO EXISTING ASPHALT, SCALE w �� CURB & GUTTER AND SIDEWALK. 6" do 12" HDPE UTUTY CONDUIT (A.B.) - REMOVE DEAD END BARRICADE HORIZ: 1" = 50' STA. 23+88.34 CLIFDEN= STA. 25+6 ..84 CLIFDEN= V E RT: 1" = 5' STA 1 D+5H 90 STA. 3+53.s9#LEY-12,-= € & Is 1 1 X 17 HORIZ: 1" = 1 00' ROADWAY COORDINATE TABLE 1 1 X17 VERT: 1" = 10' STATION NORTHING EASTING DESCRIPTION Sn 12+12.21 863,23 1352.75 PHASE 2/3 BOUNDARY 12+26.21 874.58 1344.56 END ASPHALT PHASE 2 RECORD DRAWING CLIFDEN DRIVE 13+77.5 100337 125. CL PERRY 14+96.40 1116.94 1231.75 CL ALLEY 9 16+18.59 1238.67 1225.6363 CL WATERS 4785 N 18+11.30 1423.75 1275.21 CL ALLEY 10 w n0 20+04.18 1808.82 1325.57 CL BRISBIN � + n m 21+90.57 1795.15 1329.96 CL ALLEY 11 'm + ^ a 23+88.34 1992,88 13W 7 CL-RQ64CQ- 4780 11 > '+ ^ m �_ 25+69.84 2174.34 1337.25 n CL ALLEY 12 0 n o a a - - 27+96.34 2400.80 1341.61 CL DURSTON w n II a > II 5 < w II 0 a a W c > rn 1D m o M Z m a m 4/75 -1. a s m W m a a y 4775 R- + J. m a aul - CL ASPHALT a J II > `� d `m" m M = r W a w > N a m + n � r w m 4770 S 7 m > ni I > + to Z Z a s 5 a N O w ? 4765 UN w O'� ++ _ m > > O H - EXISTING _ _ _ .. - -_---- -1. O GROUND Ei 'k Z I - - _ - _ -1. A m n- O f/l o - - 4760 J TT' 3 4755 o N . _ _ _ - pl 4755 m JJ a ma Nv Od Za v NO J Z > y K J W J W W W J _ _ _ J 4750 - a a 3 _ a o J -- 4750 j w _ J - __. - _ w Z r0 W Z' W es. - O Z Z� � Z 2 2m - tU + + rJJ-�U + 7+ 7+ ¢m ¢+ m ¢+ K n ___ - + ~" Q o a x w Q Z Q w a Z w F z a PROJECT NO. 4745 _ In �w o yr c� c� �+�n U r�cn ._ . . _ c�_ .. .474_5 3364.020 Onnl un] nnO n Ymln ^ypn mn"*n^ mno-J n nan� o-mn ^o-rnfl NaNY^n o-�nD mamnn Wno-'rn0 'no-tena Nno-nn na mna^ nom n'nap Or1 ^'nan OO: Oanrny`] OaamN^ naa 0 m0i ana(lnO^r Manan^ GnOas^ 0 "na10O^ Mamm^ ONnaN^ mNnan^ Nnap^O 0a0N^ o-Nnem^7 NaOl^n `^o-mm^ maN^ 0aN^ �to-0nr �p marnp ryOmo- d�mop a� Onr0 SHEET NUMBER rlm n N0, m O m 6 10 UnN 7 n tV cV N O m,* t r0a n ON O Onj ON m1 0 ^ nn ^n ^n ^ O n pOl nN O m nm nm nw nw no NO n^ DRAWING NUMBER a,� a"F a s a o- a a a o- o- o- a a o- a a a a a a a a a d a y a a a •a -+ < v o a a o- a a a a a a a a a o- a a < a e � a o- a a < - 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18450 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22450 23+00 23+50 24+00 24+50 25+00 25450 26+00 CLIFDEN ROADWAY COORDINATE TABLE am= J I N STATION NORTHING FASTING DESCRIPTION 4zolo 27+96.34 2400.80 1341.61 CL DURSTON p pl ''�� W Q oo ENEBOE ROADWAY COORDINATE TABLE ` P 1 w STATION NORTHING EASTING DESCRIPTION 3 3083N3 oI 0+00.00 1992.94 979.87 CL 40@K4i STA 3+50.82 16.5'LT 1+81.50 2174.40 983.36 CL ALLEY 12 rc ENEBOE ,< o STORM DRAINAGE CHASE q 4+08.00 2400.86 987.72 CL DURSTON Ili p SEE SHEET SD-4 vl, 7- zmom tea: P y'� =< r� ENEBOE AVENUE f, F a 33' TBC - TBC vy� ( ) iO STA. 4+08.00 ENEBOE= 41 - N STA, 46+26.09 DURSTON 6 STA. 27+38+64 16.5LT - -- - -- - - -_ - - - STORM DRAIN INLET STA. 0+00.00 EN OE __ - - - INSTALL DECORATIVE SEE SHEET SD-4 STA. 7+05.01 - CROSSWALK �\ o CLIFDEN DRIVE STA. 27+96.34 CLIFDEN= SCALE (33- TBC - TBC) STA. 49479.98 DURSTON HORIZ: 1" = 50' o L=453.01 0 60' 16.5' STA. 27+70.34 VERT: 1" = 5' _ -- _ c g ----- _. - - INSTALL DBL GUTTER I _a I . p "• 30B3N3 rc COB STD. DWG. NO. 02529-1 1107 HORIZ: 1" = 1 00' - I w STA. 1+81.50 ENEBOE= N STA. 0+00.00 ALLEY 12 '�D o ° 1 1 x 1 7 VERT: 1" = 10' ENEBOE w 6 L-810.57 16.5- o e u INSTALL DECORATIVE �;;� 3 z 0 3 CROSSWALK n ENEBOE I i,- I\ � o STA 3+50.82 16.5'RT INTERSECTION a DI I rc STORM DRAINAGE CHASE SEE DETAIL �'� - = SEE SHEET SD-4 rw CLIFDEN/DURSTON nz ENEBOE/DURSTONi INTERSECTION o _1 + INTERSECTION ,,, F r� m SEE DETAIL - o -- SEE DETAIL p,� T� 1 ^ + _ V �n UTILITY CONDUIT N A z +^ N303F10 N N I �z"d mg (A.B.) � Z CLIFDEN N STA. 27+38.64 16.5RT o i--r ati a STORM DRAIN INLET SEE SHEEP SD-4 I N ^ F+-iW s T�#xo I I I < CLIFDEN DRIVE ENEBOE AVENUE also a77s ans m m PVI STA = 26+77.68 z o n o PVT ELEV = 80.82 4770 n 4770 o u m A.D. _ -1+1.86 4775 - - - w K = 80.52 o a o m o 150' VC TI m v°0i M Z ' a > + n e w m Q d n a m '6 m e 4765 r- o 4770 4765 5 S N P n o �+ to "+> n V) O + d nd a s ASPHALT N w p d d n a Q J J U > + + +n of 4765 4760 -1g n a W W 5 W 4760 W w S I Q m m II II II II 0II a a Q a a a N i > y - _ - Z W ASPHALT w w P. � �� _ _ 4 � � w m I uj 55 a Sg 4760 4755 _ / 4755 (/') w z + 4760 _ a a°I EXISTING S�\,� O W --:OROUND `INSULT a o m f W ? EXISTING 4750 -- 4750 (,!) O > 4755 GROUND 47.55 '��_ Q g O N N IS i 4750 4150 4745 4745 J-- J i .. 1.. 4740 W a 4745 >. _. - _ v 4745 �It' . - N WIW wW Z� Zap m _ 1 J R+ 4 �.z + 1-o [ 2'- z Q a vl z Q z Q PROJECT NO- w 47.35 ` 4740i _ 4740 u aw -- N SHEET NUMBER a v� a r� N � o iv e rn e n o o,a cow no od, n� do cy RECORD DRAWING 'gym '�� o� n. on 'Dorm n.N on on nn on 'ten on nn o4 '�� ou ins r o of a� m n o ao n n,m o o n N CIO No I o� N� N � n� n'� nm nm nn nI. n'� nI. n n nn nn nn nn n nn n nn nn IN IN I r`n I I n n nr DRAWING NUMBER d� ed d;a d� dd de did dd d d de de. de, ee de de ed ee de de dd de ee de ee de de ee 4735 26+00 26+50 27+DO 27+50 28+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 mom n I o I I r'iao Jsz -a o �mzs ar 30VOSV0 0 o N1 N? U CASCADE s* o zago o I - •np,� CADE/COTTO OODN w s INTERSE IO SEE Al, N S1Ai 1+43.30 16.5'RT A. 4+37.56 CASCADE= e CASCADE/STAORD INTERSECTION 7+85.06 STAFFORD C STORM DRAIN INLET C SEE DETAIL SEE SHEET SD-1 ^� CASCADE STRE (33' TBC - TBC) STA. 2+92.56 q C CASCADE- STA. Q +75.00 ALLEY 8 d SCALE sss•5 '581 I VERT: 1" = 5' JE o o sD' 1s.5' o L= 00 1 1 0 7 HORIZ: 1" = 100' — 1107 VERT: 1" = 10' M. 1+42.74 16.5'RT 01 STORM DRAIN INLET z SEE SHEET SD-1 �\ ✓, W �'w m oU 6" & 12" HOPE UTILITY ; ; STA. 4+07.56 w z CONDUIT (A.B.) q d BEGIN CONSTRUCTION. v (r � `� CONNECT TO EXISTING 3 y� ASPHALT, CURB, h GUTTER ROADWAY COORDINATE TABLE o STATION NORTHING EASTING DESCRIPTION tNrrtXMJ ,o a 0+41.42 526,02954-22 88.08 BEGIN ASPHALT CASCADE STA. 0+41.42 n 2+92.56 525.44BEGIN CONSTRUCTION. n oCONNECT TO F�XISTING 1 + + + 4+07.56 525.17 BEGIN ASPHALT CASCADE ASPHALT, CUR do GUTTER'n ' RECORD DRAWING LOW POINT SLTA = 0+99.211 CASCADE STREET PVI STA = 1412.42 4785 3 4785 PVI ELEV- 4774.37tz A.D. - 2.29 m K = 37.14 d 85' VC n N � 4785 4785 - ro + a a N ui d N m+ a loll II II II II II> a I. M Z 4780 a vi w �. 4780 11.1 Z Gi p1 o w u, w 9 a a N co m m w �" S S ASPHALT a Q m a a 1 IL 4775 - _ 1. _ 4775 cn Z Z w `SD EXISTING l O W W 4770 INSUL GROUND > 1n w O C m Q. pW o � Q o 4765 4765 (/] n N Q Q O U W 4760 d _ r 4760 f r �f UU w Z a Q m 4755 W 17 a� ww �+ U� O + + z Coo zt== d PRQiEFT No. 4750 �N w 4750 M n do nm m dm d OMNd �� 338 4.020 SHEE1NUMtl ER O, g qO PaN c, ON mN Of O� nui awi s6 aai avi ago dio +io du a 'o,o w,6 r n nn rr rr r,� r n 1`n nn rr I`r nr nn I`n rn �`n nn rr a v a" do an ar <n as as <n an an da da as da da da da d d d d d d d d oRAWINC NUM FR R-4 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 moo I I I I y �jao �Z 1 I I I I O ac aUrcU �0 I -1 PERRY/CLIFDEN j INTERSECTION f I SEE DETAIL 'o .1- STA.a 10+35.23 PERRY= Q �N^ s J:- I I •� \ STA. 13+77.56 CLIFDEN M Y _ PERRY PI R FORD I O o A .....�""�� NE ECTION yl '-� 1 E DETAIL a x m s z STA. 10+23 wPERRY STREET l+6�Sk9 \ INSTALL 8 DBLGUITER y + n (31' TBC - TBC) J COB STD. DWG. N0. 02529-1 o sp g 60'15.5 t L=233.6 0 - - �// ,p \ 0 - - -- -- __ -.j z u Aaa3d n , A. 4+20.42 121T o 0 TA. 4+31.42 PERRY= LENGTH=236.23' z ORM DRAIN INLET -- PERRY 0 W m p I TA. 11+48.97 STAFFORD RADIUS=500.00• q z Q SEE SHEET SD-3 z I & DELTA=27*04'14" g CONTRACTOR TO INSTALL %" I a - 5' SIDEWALK IN OPENSPACE G m 6" HDPE SS I I UTILITY CONDUR ; � R F (A.B.) I - - .z a mf ¥ Io � SCALE Ii CONTRACTOR TO INSTALL HORIZ: 1" = 50' ao a 5' SIDEWALK IN OPENSPACE 1- VERT: 1" = 5' W_ f - -- — Lays I e, 11x17 HORIZ: 1" = 100' Odd�s - - - — Rk 11x17 VERT: 1" = 10' < n T 1 ROADWAY COORDINATE TABLE R STATION L NORTHING EASTING DESCRIPTION 2+86.42 889.34 540.07 CL ALLEY B 1 PERRY STREET 4+31.42 889.00 685.07 CL TAFFORD 0+35.23 1003.37 1265.79 CL CLIFDEN 4765 4785 Q o i o om + M DRAWING +n +M ma X A 0'f °If oC0� ff 4780 r 4780 - - xX -- n X A �. - --.._. - > ~n �n N > II II > Q W f J > ASPHALT - a s S S �n Ed �w M Z i vp, s A a s 5 5 vt Q as 2 n a a s sa >a 4775 W ~ 4775 - — - - -a 1n O -0 85� - - 1.1 .607. .2S -1.85� Q g 4770 47.70 -- - __ --- - - - EXISTING Z 0 w w 4765 N w w 4765 Of H- c r- -- ----- M o :mm) — ckf 4760 to a a 4760- - - O I OC W r° 4755 n 4755 -- - n c ^ W f UU W { J Z J Q Q WO Q ° - 4750 N ° 4750 - -- - - _ 3 ww Z� m J+ L V'J + �2 ZQ PROJECT NO x Inid vf~if 4745 3364.020 —— 4745 _ -.. - ----- - - w SHEET NUMBER v r N N r O .-N N r fp SIN r p^ NO Nif rrn O,OI MHO Mf Ny �N p�0 p0�1 Olr ^'M N� OJ r f N M M m d Y] 0 _ - _. a n n n n"� n"� nM �n �a rf ^< of ^f < ^f ^If ^m rlv� ^^ ^n ^n ^^ ^^ r� ^^ r^ r� rr rv+ o 0 o r ^ ortavnNc NUMBER flan f f f f f f f f a f f f f f f f f f f f f f f < a Z R--S 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4450 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 mom 1 3w?; wT Z O TOO IQ o I ROADWAY COORDINATE TABLE Sa31VM 0 p'+ O I �' 7 Pap ocur £ STATION NORTHING FASTING DESCRIPTION WATERS n 0 0 ~ I - - - - 0+41.50 1256.43 362.21 BEGIN ASPHALT WATERS N m I m I o- -___ - - - 2+06.36 1251.72 547.02 CL ALLEY 8 a chi I'' z 4+31.36 1248.93 691.99 CL STAFFORD a I N 9+65.09 1238.67 1225.63 CL CLIFDEN 6w W WATER/COTTONWOOD ; I 3 3 3 o M 2 INTERSECTION o o I 3 / p Y o SEE DETAIL rc � � � o � z r- � -In T / TA. 1+43.00 16.4'L7 I it T p To DRAIN INLET n n 1O g oz iEE SHEET SD-3 0 g l + C. + d F STA. 2+86.36 WATERS= `" " a ^ a �^ STA. 11+01.35 ALLEY 8 ¢ a F N STA. 4+31.36 WATERS= r�/ r/� Der �rI STA. 4+49.56 + WATERS/CLIFDEN Qa v~i t~n + STA. 15+08.97 STAFFORD WATERS ER STREET 11.L�E m I INTERSECTION' - 33 TBC - TBC -- INSTALL DO GUTTER 1 SEE DETAIL N � ) COB STD. DWG. N0. 02529-1 � I o i 0 0 0 L=9 5.09' 0 60' 16.5' 0 0 I I 3 STA. 1+43.00 16.5�RT o STA. 9+65.09 WATERS= o o STORM DRAIN INLET I S STA. 16+18.59 CLIFDEN o SEE SHEET SD-3 I ' _ - ' *i z Sa3LVM U I •rc 'm WATERS STAFFORD m o i U 1,'rNt- INTERSECTION - z �` WATERSo€ w 3 C�O•R(/I.) I SET DETAIL `< x I w u N a I Q I � x STA. 0+41.50' 6" & 12" HOPE S � ' BEGIN CONSTR'yIIIy''CTION. UTILITY CONDUIT O �� - CONNECT TO glSTING (A.B.) c.T r At ASPHALT, CURB. & GUTTER O 1 LL " I -- _ _�'JJ � SCALE HORIZ: 1" = 50' pI-11 � VERT: 1" = 5' I t 1 x 17 HORIZ: 1" - 100' 11x17 VERT: 1" = 10' ` �o h � WATERS STREET -- -- 4785 4785 LOW POINT ELEV = 4766.63 .PVI STA-Z+39.21 - - - -- Ea LOW POINT STA = 0+93.70 pVl ELEV 4768.82 w a 0 PVt STA = 1+20.70 A.D. = -1.36 v rn x k' = PM ELEV = 4766;45 K - 51.50 N ��`! N _ n 4780A.D. 2.50 + -. 64 0 VC m o4780 0 o + 1 90' VC Y + +o N o ~ < II II r ¢ > J Jill 11 Q ry o u+ N w m 11 II Q w> N w 6) w w w 4775 LLJ Z n 4775 0 r n n o l+a �. - - --- <- > Gi. _ -. a a SI--a 9 g w (!7 O 0 _ _c +o +d- r�-_- +. I - r a a a _ Q m w a s a a u + r Iri I:i > ASPHALT S S _ w w � a a i _1 U U u m m v w w 4770 D r EXIS1114G - - --- 4765 j > of w Q. 4765 _J - ---6ROIJINO7 _ _ O sub p a cn 3 INSULT - - - - - _. w o 4760 Q (/t mQ ?i 0 4760 N O a L'i a 4755 m 4755 - -- >- J Z N a IQ U Uc 4 4750 > N u. 475D O m g RECORD DRAWING IR-0 CT N0. ~ 4745 3384.020 N u a wa 4745 o SHEf1 NUMBER N p '] Oi M N mr �Hl wOi �� O �m Opp lOd D NOS �N �M �d !1 Om O� QUO pcqt06 r6r r if] Nm r� d� N� in^O OIN MO ny mm �O �N nM rl1 ^+O rm �O ^t0 I i rOi r0 r _ r n a1 r0^ ap r rN o0�.j �cj O0 ap �� Ql� WO m�Op D tO 1� 16 t0 N tO r ao^ m r m c0 w O+ O Oi O+ T Oi +p O O O O �O r` �o 'O! �D r t0 tp tO r c0 c0 +O �O DRAWING NUMBER m o rn tp +n cp � o � rnm io,n as R-6 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3450 4+00 4+50 5+00 5450 6+00 6+50 7+00 7-50 8+00 8450 9+00 9+50 o � ROADWAY COORDINATE TABLE n ° °Y U -- - -_ STATION NORTH DESCRIPTION ING FASTING _�� - - 0+00 1620.86 699.14 CL STAFFORD -- -- --_ __ 6+26.54 1608.82 1325.57 CL CLIFDEN o I J 2 oWa �y Ji • STA. 0+00.00 BRISBIN= STA. 18+80.97 STAFFORD 2 a O z NIBSRI8 o p BRISBIN BRISBIN STREET STA. 6+13.78 " F I (33• TBC - TBC) INSTALL DBL GUTTER n W COB STD. DWG. NO. 02529-1 F " 3'S5"L cn 60' 0 16.5' I S - - ST 6+26.54 BRISBIN= - - -- --- - __.W "- S A. 20+04.18 CLIFDEN 9 STA. 0+12.00 a INSTALL DBL GUTTER COB STD, DWG. NO. 02529-1 +r-i z 's NIBSRIB �' 1 YU BRISBIN n / BRISON/CLIFDEN N s S i BRISBIN/STAFFORD INTERSECTION( _ �S INTERSECTION^ C D�i-1 SEE DETAIL 0 SEE DETAIL opp � o w & p / O SCALE - - - - - - - - HORIZ: 1" = 50' W VERT: 1" = 5' / 11x17 HORIZ: 1" = 100' < / 11x17 VERT: 1" = 10' BRISBIN STREET o n n a a II vn au 47754775 ° + RECORD DRAWING n - oa ° > - > II It IIII m m d w3a W a w > mo II II a > w N J ASI'HAI1 - g 5 5 w N w F 4770 4770 5 a a 5 cn S n 0. 0 0.8 7 Q 4765 1. 4765 W Z V) O - - .- CL E ISTMG I D 476C 4760 - — --- O w w 4755 4755 N w w w O N � a Z o M m o - 1n o 4750 4750 (n O Q m O N Elf W 4745 r 4745 vi o W �a UU J Z ww a a Q m 4740E - 4740 > w zp - m w�++ Z + n PROJECT N0. 4735 cwir`n wa _ '4735 3384.020 �r �9 SHEET NUMBER ! r . W� c In0nD O, .-L -N oIM C9O m ,]I O N N 0 TY)° M M � l ° w� Mr2r aao < w0 � o� � o^ ^ w0w 0. DRAWNG NUMBER w as e aN R-7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 ROADWAY COORDINATE TABLE � Dw-1;c"ll STATION NORTHING EASTINC DESCRIPTION0+41.49 1993.05 316.35 BEGIN ASPHALT-FQG%l-2+B6.41 1993.01 561.27 CL ALLEY 8 1992.98 706.30 CL STAFFORD 7+05.01 1992.94 979.87 CL ENEBOE 0 [4+31.44 0+58.90 1992.88 1333.77 CL CLIFDEN - - - AL TRAIL. SEE {S a,•3N�3 �I o LANDSCAPING,PLANS O Z. II 2 6 U Z 3 z w 0a3�`', a z ° cl tj O FGGiiR/COTTONWOOD STA. 4+31.44 i R= ,FAd: STAFFORD w �n Z 2 e STA. 22+53.15 STAFFORD / 3 # w 9 INTERSECTION INTERSECTION� o '[ N SEE DETAIL+ SEE DETAIL 5U N 2 uO1i y m c o 1�1M1ML n v n + + STA. 2+86.41 fO@*@ - - bamNu44 + STA. 18+42.78 ALLEY 8 a a I ,V STREET N � 33' TBC - TBC�_ _� o 30. - o 0 60'16.5' o o L=1 O .90 0 0IS ZI L STA. 10+58.90 12 �� o o o STA. 4+31. 1 12'RT STA. 23+68.34 CLIFDEN ® .0 m ¢ z STA. L GUTTER w 3, p CENTER DBL GUTTER INSTALL DBL GUTTER STA. 0+41.49 SEE SHEET �R-1 NEBOE COB STD. DWG. N0. 02529-1 z BEGIN CONSTRUCTION. STA. 7+05.01 v RCLIFDEN CONNECT TO EXISTING `t STA. 0+00.00 ENEROE INTERSECTION/j\ 3 INTERSECTION IQ a ASPHALT. CURB. h GUTTER 3 3 3 3 SEE DETAIL SEE DETAIL - o I o 0 0 U k 1 C HD IT - - ¢ It ¢ UTILITY CONDUIT _ lz F1I (A.B.) STA 2+61.00 16.5'RT W t�t�� STORM DRAINAGE CHASE 3 w SEE SHEET SD-3 - oN 1 8 8 I . N M ar�^w� y' � w _ SCALE [5lIn6RIGK HORIZ: 1" = 50' STREET VERT: 1" = 5' 4775 1107 HORIZ: 1" = 100' 1107 VERT: 1" = 10' d � o p < O n � a 4770 m 0 ^ --- - --_ - IT" III d w M m > 5 4765 -- - - a �. - - -- ---- --- - -- a 4765 (/1 O N w 5 > a a ASPHALT Q CL 4 760 I 4760 D!'0% -_------ - _ - - -- -- Ln 0 w w - - - _ EXISTING_� - - - _ - �� f w 4755 - GROUND -_ram--,--` - �4755 N > w O V1 Of m + -- - ---- -- __ 4750 (/) o 4750 - -- - _ - - - -- --_ _,-_ __-I Q 1.- O V) Of LJ 4745 0, -_ _ _ 4745 wF wLLJ t/1 V U pw."1 J Z �J FH �w Q � as 4740 _ 4740 N zw O �+ o + wo z wf PROJECT NO. ' 4735 ca '� _ _ _ caw _- - 4735 3384-020 ' n O N N r Of N < n w d b OI no O N n O N N O N co N �N n O N N n O N n d SHEET NUMBER N n .0 NN O�n Old. OIN Nb Nm dw d1O N dM �d w�,° bb dm Nw nN Oo wn Nm d0 N m b� bN Nb t0'r bN r. m� wiN mC4 mcN mb CO c4 Nm ^O Ori `!�r �� n� � N� � N � n� �� n� � � �� Tj e �� COm 4� �� RECORD DRAWING n n rn ^n ^r n n n ^r ^n ^n ^n ^n n 0 n ^n ^r ^n ^n n ^n ^n ^n ^n rr ^n "n rn nr nn ^r ^n ^n ^n ^n ^n ^^ ^n ^n ^n n^ n ORgwINCNuueER d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d a a d a a d 0+00 0+50 1+00 1+50 2+DO 2+50 3+00 3+50 4+DO 4+50 5+00 5+50 6+00 6+50 7+00 7+51) 8+00 8+50 9+00 9+50 10+00 10+50 - 30 - I _ _ COT7bIVI00D ROAD >mui Fl U - ` aWz 08 �o Y N 0 � �� 0 0 O E1 I 0 m m V) U Z o0 O O - STA. 0+15.00 ALLEY 8= �- } a a STA. 2+98.64 ALEXANDER ALLEY + j o+ INSTALL DECORATIVE FF S </,�. h z 0 3 e STA. 0+07.00 `* ALLEY 8 CROSSWALK�1 /'•F� '''4 ��.�'� d o 3 p BEGIN ASPHALT N (16' PAVED) - e m e o STA. 2-98-64 ALEXANDER ALLEY= �" - o STA. 0+15.00 ALLEY 8 6 19 & 12" HDPE STA. 7+57.12 ri �J 6" & 12' 'tELPE ILITY CONDUIT STORM DRAIN INLET �111'MF m = ,� o a UTILITY CONDUIT STA. 3+75.00 ALLEY 8= + z STA, 2+92.56 CASCADE (A.B.) SEE SHEET SD-3 rrt' F STA 2+90.64 a + ¢ (AB,) - --- `^ p L- I a d� - ow _ - o Z o BEGIN ASPHALT 0 _ 0 nz K ow u 0 ro ALEXANDER I a s o o = STREET o N 3 o ALEXANDER ALLEY - (16' PAVED) - - � STA. 4+27.64 12.0'RT - - zVi z STORM DRAIN INLET SEE SHEET SO-1 At XANDER ALLEY/,U FO D INTERSECTION STA. 4+43.64 ALEXANDER ALLEY- SEE DETAIL ALLEY 8 COORDINATE TABLE STA. 4+25.06 STAFFORD -+�� STATION NORTHING FASTING DESCRIPTION ¢� _ 9 /� " ALEXANDER ALLEY COORDINATE TABLE 0+07.00 157.44 538.36 WEST R.O.W. COTTONWOOD �x]8 v2 1 SCALE STATION NORTHING EASTING DESCRIPTION 0+15.00 165.44 538.38 BEGIN ASPHALT CASCADE HORIZ: 1 = 50' 2+90.64 165.45 530.38 BEGIN ASPHALT ALEXANDER SCALE 3+75.00 525.44 539.22 CL STAFFORD � o 2+98.64 185.44 538.38 CL ALLEY 8 HORIZ: 1" = 50' VERT: 1" = 5' 4+43.64 165.10 683.311 CL STAFFORD R 1 1 x 17 HORIZ: 1" = l O0' 1 1 x17 HORIZ:1 ' 1" 5 100' RECORD DRAWING 1107 VERT: 1" = 10' sa 1 1 x17 VERT: 1" = 10' s ALEXANDER ALLEY ALLEY 8 d d p 48 4190 m d d^ c4790 4800 _ 3 M N d H m m d +^ d v m 11 II dd i > II II II II II II I i a 'mao 4785 N w a J w iJ�4785- 4795 - - - -4-A STA - '-z_ocn 38._ _ - __ 4795 5 5 ASPHALT s PVI ELEV = 4778.49 a s a 5 a A.D. _ -1.85 Q a _3 K = 54.17 � Z I - x 1.kg 1 N Q 1 11 4780 MLA -4760 a790 0 _100�V� - --- -- 4790 IW O i 1 m o = >EXIST ti a CL 4775 GROUING ND 4775 00 4785 5 w - _-_ - _ N e_ o m _ m 4785 -- - a a ASPHALT w + n + +n I V) J _ _ d II Md Ild o o Z F- J m U U a ) O w 4770 4770 4780 4780 (n w o S m.. II II > > + _ a 5 _ O w < 0w, w 0 ~ EXISTING 1 - 777-'� a '^ 5 m '1 4765 _ 4765 4775 GROUND _08 a a 4775 (n p w0 ♦- O Z o _ C/,) Q + I 4760 - �- d �o - - '4760 4770I N _ SDt -- __ 4770 C W^ a» T ZO ozi Lil m m JJ Qm WW JJ J a a UU wd �d UU a J Z J as Q 4755 _ _ � W as 4755 4765 �� ~ - 4755 w N m w ,O W W =m 410 w W Z C7 m 001 'm m + + i '^ Jm O~ J m a � a+ + + wF+ z oa + �+ W HN- F Sa Wti Za %a PROJECT N0. 4750 _ min Um wl ___ Min--_ _- 4750 4760 w� - - _ - -. -- - _- - _o 3384.020 O m ,p M O, m .O m OI O pf m m N N o ^ m N o SHEEN NUMBER O, OI m N O m m d ID m Or O On N� d,0 m� O� Na I']� NIA b mN Ip p, N� m� d0 0�.� and „)� •-m and m0 NN Olm �•m �� tp^ tp^ �d TN m0 Mm p,�p and dN NO Om m,p and M �O m^ d,m NM NO m n^ Om^ Om^ m ^n m^^ 0r ma ^^ ^n ^mn 0^.0^ 6 ^0 0^0^ ^00^ ^O^ ^ m^^ m^6^ m6^ m^^ 0^d^ m^^"f� ^^^p ^^6I� dmo ^pa^p m^nr m^r^ ^^ ^6 1� ^Nf� m^ ^^^ h ^61� ^mn nnd N^^d ^d^ N^^d ^^d N^„1�) Y^i M^ „^) d^') O^h O^INII O^N m mm mip m map ^m mm mm ma m ^m ^m ^m ^m ^m ^I^ ^!� O^N^ )RWING NUMBEF I ^^ d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d V y. d y d d d.� d d d d d d d d d d d d d d d d d d.d d d d,d d d did d d d d d d d d d d d d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 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 B+SO _ COTTONWOOD ROAD I - ROADWAY COORDINATE TABLE z o - - STATION NORTHING FASTING DESCRIPTION 11+01.35 1993.01 561.27 CL WATERS ��t�9 c $v 18+42.78 1251.72 547.02 CL 4°9J4lR MCI � I V) 0 t+w1 o, r Cl � M W 3 Er G > All m o R I 6" & 12" HDPE N STA. 18+42.78 ALLEY 8= UTILITY CONDUIT 6" & 12" HDPE I STA. 2+86.41"FASTER ¢ ¢ (A.B.) UTILITY CONDUIT ALLEY 8 6" & 12" HDPE 6" & 12' HDPE m twtic 0 (A.B.)�(i6' ASPHALT) UTILITY CONDUIT(A.B. UTILITY CONDUIT I� ) a bLo 0 6" & 12" HDPE _ t UTILITY CONDUIT STA. 11+01.35 ALLEY 8= 6" & 12" HDPE �'— - 0 " & (A.B.) STA. 2+86.36 WATERS I — UTILTY CONDUIT STA. 17+82.00 STORM DRAIN INLET (A.B.) SEE SHEET SD-3 I � o z n o - - - - STAF'F'ORD AVENUE' - __ _ U 8 0 z �§ Y SCALE v� HORIZ: 1" = 50' o VERT: 1" = 5' Y I 1 1 x 17 HORIZ: 1" = 100' �s I I e I I 11x17 VERT: 1 = 10, 8 g PVI STA = 9+75 ALLEY 8 RECORD DRAWING PVI ELEV = 4770.770.96 4785 A.D. _ -1.09 a7ns w K = 68.66 n 75' VC— m m 4780 0 0 478o 0 o Q o M r N N]N PV1 STA= 17+00 + N o n o of PVI ELEV= 4762.55 + n + T. + A.D. _ -1.87 a o d o < = K = 53.57 �) Z 4775 o > m m LLJ W ¢w 100' VC (N O J ¢ (n > I,a a 0D. 4770 _ + n 4770 cl- ASPHALT In O .00 d r N m :ioi I to �i" .off cn 4765 > j II 11 II II.11 II 4 765 Cn w D0 z W > > > \ F J F H J / O r EXISTING _ — to w tow p w GROUND — 5> 5 5 5 CO J Q +� 4760 _ - - - 4760 V) n I a 'a 0 w 4755 4755 J J U'U W J Z as J Q 4750 4750 Q w J N 7ti + m ZQ W NS H a 4745 w a 4745 J C1 n;t� - -- -- 5384.020 ND 0 �-�o0 �0� rb0 ��O� nN� ni0 - SHE NUMBERm O1 M N O m � O Na ,M M M f Onj OO C Mb m6 W.6 6 0 0nOD0 ,Owb0 wb ,0 ,w �t0 r1O DRAWING NUMBER 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 15+50 16+00 16+50 17+00 17+50 18+00 18+50 "— 1 O ;o BRISBIN STREET 00 z Fo it MATERS STREETzSCALE _oIo HORIZ: 1 = 50' h p �a VERT: 1" = 5' F 0 h3 e✓ Z q1 1 1 X 17 HORIZ: 1" = 1 OO' STA. 0+00.00 ALLEY 10= ALLEY 10 STA. 5+79.75 ALLEY 10= O^ a o rn STA. 16+94.97 STAFFORD STA. 18+11.301CLIFDEN Q"ti 1 + x (14' ASPHALT) y 11x17 VERT: 1" = 10' o {I - STA. 5+47.21 ALLEY 9= i4� � o �MND - S a o n tl STA 14+96.40 CLIFDEN U Ir m i@ e + w 6" do 12" HOPE 6. o STA. D+Ob.00 ALLEY 9= + w 76" k 12" HDPE 6" EE _ h I STA. 13+28.71 STAFFORD + a LRILITY CONDUIT UTILIT UTILITY CONDUIT O$ ��'/ I (A.B.) (A.B.) - - 2 c 4 N (A.B.) y m to O 6" k 12" HDPE .40 \ t rVQ UTILITY CONDUIT o ALLEY 9 ( ) s; , � 1 Zz = a 1�eV & 12" HDPE (14' ASPHALT) a0 o rc ILITY CONDUR n�� o sq �w LL MATERS .STREET 5- - - - - I � �- g �I ALLEY 9 ROADWAY COORDINATE TABLE v Q STATION NORTHING EASTING DESCRIPTION ALLEY 10 ALLEY 0+00 526.12 246.66 CL STAFFORD HIGH POINT ELEV= 4768.95 „f 5+47.21 525.17 654.22 CL CLIFDEN `]1 478`, HIGH POINT ELEV 4773.08 I HIGH POINT STA = 3+25.97 4785 4785 'I'H`, - - - HIGH POINT STA : 3+35.42 PVt STA = 3+25.97 PVI STA = 3+35.42 ALLEY 10 ROADWAY COORDINATE TABLE PVI ELEV = 4769.02 PVI ELEV= 4773.16 A.D. _ -1,10 m m a STATION NORTHING EASTING DESCRIPTION _ d A.D. = -1.10 K = 50.00 K = 5-1 0+00 526.12 246.66 CIL STAFFORD � 4780 ALLEY 9 REDESIGN: _47.80 5+79.75 525.17 654.22 CL CLIFDEN 4780 55' VC - 4700 HIGH PT. • STA 3+35. ELEV: 4➢73.61 FT. 55' VC EAST GRADE: .80%, WEST GRADE: .79% (A.B.) Ou n Z QO O umN °D 4775 ° 4775 LJ M-a o O <> > > > > Q II II Q> > > > FW <> W a �� m m w w ow J = F w w 4770 CA ASPHALT m w w �� mw w4770 4770 a5 ASPHALT ad 5 4770 5 Saa - -- - - - as --n� a --- ❑ a a I O ul a _ a _ -G. _ X .55 - % Z �- z X Q w r i - w 4765 _ - - - - - - - 4765 4765 4765 In w J o CD Q o -- - EXISTING Es ,d GROOUND NG GROUND CD rn W 4760 - 4760 4760 4760 Lf) > Q J o [ Q o lil 4755 v�l r4755 4755 o _ 4%b5 rol LLJ -- --- -- - r. r o �a o v wa oa vl� J Z O Fr o, wJ ii- J Q a 4750 w as �W 4750 4750 GW ? 4750 w wo z JN ffio �a RECORD DRAWING �+ m o ww zr ?o z r W¢ WF wta- N'a - PROJECT NO. X Uv1 4745 4745 UN w a 47:1` 4745 UG w _ _ -- --- --- -- T---- 33B4,o2o d I^^rd r,ID ""tam SHEEP N UMBER m m.m m OIW mO 'w MN 1 i( m mm 10 O m 0 000 N N m 0 mn m mN O N ON rYI Yl N Nj N ON 0_m O , W °m N m 0 m 0 m 06 w W m w o m O.d Om oW NUMBR R-1 1L." 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5400 5+50 .11 F mom _ iyi W I F -III-I I(eafil aOOn0000naN - -— _•wvsw oww - D URS=T ON ROAD- 31� ' WWTIII II 4'wiIIa`nI {GN lnzJw�_y izwNrcv'�Z�u¢o STRaar '6 am z.3 z.a�a OX¢ z +5 .89 ALLEY 12- + + STA. 25+69.84 CLIFDFNSTA. 0+00.00 ALLEY STA. 3 STA. 1+81.50 ENE ALLEY 12 STA. 0+00.00 ALLEY 11= ALLEY 11 4 16' ASPHALT) STA. 20+67.34 STAFFORD (14' ASPHALT) In Z OZ " HDPEeCb" & 12" 12" UQ 12" HO NDUR ILIYCO UTILITY COND STA. 6+27.35 ALLEY 11= (AB.) 6" & 12" HOPE ' - wgo8IoiW 12 LITY CONDUIT CLIFDEN UTILITY CONDUIT(A.B.) (A.B.) (A.B.) STA 21+90.57 p O�= ] N O + + Fr.- C SCALE O¢ O1 _ 5 I� VERT: 1" 5 gRY1 : � - - I 1107 HORIZ. 1 = 100 BR7sefx srRser - _I- - - - - - - - - - - - - - -- 11X17 VERT: 1" = 10' ALLEY 11 ROADWAY COORDINATE TABLE ALLEY 1 HIGH POINT ELEV= 4'765.16 STATION NORTHING EASTING DESCRIPTION ALLEY 12 HIGH POINT STA = 5+69.13 0+00 1807.21 702.73 C- STAFFORD PVI STA = 5+69.13 4780 6+27.35 1795.15 1 11 7 329.96 CL CLIFDEN 4775 477�, w 4780 - PM ELEV = 4765.23 A:D. _ -1.10 m m z ALLEY 11 HIGH POINT MOVED TO STA. K = 50.00 ALLEY 12 ROADWAY COORDINATE TABLE m d 5+15 ELEV: 4765.76 FT. EAST Map a " uj STATION ORTHING EASTING GRADE: 0.83X. WEST GRADE: 0.75%. 55' VC (A-B.) 4775 O+DO 2174.40 983.36 CL ENEBOE 4770 N 4770 1 4775 - - - - - eppp o 3+53.89 2174.34 1337.25 CL CLIFDEN + InnO �O � + II II II II Q +I�i ¢ 1 Z If1 Ir+ia iia II 11 O� ' a +N .. .. >II 4770 4765 a n��-- N ~W 4765 L,J Z 4770 -_ --r, - -- - - �p Up Ilu - as Sa (n O o If a mm ww w w J ASPHALT a Q m w ASPHALT u 5 N w - 11 14765 4760 n 1.1-%r -___---. n760 4765 g - 5 el N o x f z w �j] z EXISTING J 0 � J ' GROUND 4760 — — — —' _ _ _ 4760 4755 „�`' w J o 0 Q o EXISTING � dS 4s GROUND CO i 1 4755 4750 4750 (/") p I ro 14755 - --- Q w + [n Er Q o W ' 4750 4745 m 4745 i 4750 C N ^ J J L'I p� JJ WIN UU J Z ¢ U U J l �J a a 4745 4740 Zw « 4740 Ed woo -- �aJ-�rJr N O O d ww S wo w w 7o L, ZOU U J + CC O} G= + o _ zQ T L PaaEc:T No. a X° 4740 4735 om w 4735 Taea.ozo 4740 �I w� --_ - ___ _- J n pD pp I() O) n t0 O O IA O, n ILI O Y o N Cp N I() < m Cn O O a N m 0 a0 M to d.t a N O SHE E I NUMBER r n„) moo 0n O� O� Or O� OR ON On Opp OM On Om n0 N� ILIn 1L1� tp� np na na <� N� NO dt,a- ■MTT■M11,, �N < I� O N Ill ¢) d In cD m N [) fD ,',�,,VTrWQ'�i 1 �� ci Ip !Dw co�N, too No �� NI- IN " IGi N �� nN 41 nn �� bn nb nn IN n� � iW�O� DRAWING aI� dN a010 In '.fN �N r� �� N� �� 100 �ID �� DRAWING NUMBED ON �� N Oa <N IN Oa <y as d� <a ♦µ da <� yt *a <d as as as d� <� IN da as ♦+� a a a _ R- 12 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4450 5+00 5+50 6+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 IE'o� - YmVy Ew�y1�yJl� J jZO 87 O 0 / - 02 n w z d > 20 STA. 16+08.86 16.5'LT & RT _ -_ - i1m STORM DRAIN INLETS w SEE SHEET SO-5 0 a � - BRENDEN STREET - 6" & i?" HDPE 6" & 12" HOPE _ - - UTILITY CONDUIT UTILITY CONDUIT 33' T C TBC LENGTH=168.23' roam W Q 3 RADIUS=780.00' ____ o DELTA=12'21'27" v m 30 o S8 '58'1 z 3 f ° h Y + = = STA. 11+49.62 HANLEY=_� o o 16.5- o L= 0 F. 0 - h STA. 17+28.77_.LASCJ1bE rhrx z ___-- LENGTH=89.23' - - - _ --- - -- -- - - I ,p --- RADIUS=50.00' 6" & 12" HOPE a 92 INSTALL DECORATIVE �UTILITY CONDUIT DELTA=102'15'12" , INSTALL "PEDESTRIAN CROSSWALK i x _ 16 + CROSSWALK' SIGNS � (A.B.) i A II A N r n = N - PER C.O.B. STANDARDS Hri (3 C _ TBC 3 25"W n = 20' FROM CROSSWALK Lei�w�ll►ia w r N17 r 2 z _ a 0170 02 F 30 a; = CONTRACTOR TO INSTALL o L-1311& 60 16.5'o - __-- -__-_<_' St'ZB+ 5' SIDEWALK IN OPENSPACE / o _ STA. 13+98.50 11'.6'RT N i - -- w CENTER DBLGUTTER - 10 10 N3ON321B 1 u „_ w a SEE SHEET R-16 �' 15k 0 a STA. 13+99.82 HANLEY= i 1 w _ �a II BRENDEN':� z 0 1 o STA. 0+00 BENEPE U U ; fn _--Q 1 y�p w�rcrc a 3 O ¢ ? - ----- 0 o m x HANLEY/BENEPE o 1 U w a N a N F 1 ¢ INTERSECTION 4i III - - _ - - - - - - -- - _ •o j Q i - S€€ DETAIL -- vvaa 4 0. o '^ 1p 0 B L B N EST EET HANLEY/CASCADE of Q, INTERSECTION ra + SEE DETAIL ` + uo "' ROADWAY COORDINATE TABLE (HANLEY & BRENDEN) I a I STATION NORTHING FASTING DESCRIPTION vl � 11+49.62 886.79 1877.32 CL CASCADE n SCALE 11+5B.62 895.79 1877.34 BEGIN ASPHALT PHASE 3 STA. 11+58.62 BEGIN CONSTRUCTION. ?,_ -'.�� HORIZ: 1" = 50' 13+99.82 1136.79 1872.57 CL BENEPE $ SEE SHEET D-5 FOR DETAILS 23+86.34 1386.42 2588.49 CL KIMBALL CONCERNING ASPHALT. CURB & //''``�� VERT: 1" = 5' GUTTER, AND SIDEWALK REMOVAL. �C0R �� 25+56.91 1386.22 2973.06 CL ALLEY O a 1� v 1 1 X17 HORIZ: 1" = 1�0 27+70.91 1386.22 2973.06 CL FERGUSON A - 1 1 x 17 VERT: 1" = 10' HANLEY STREET BRENDEN STREET v�I LOW POINT ELEV = 4772.96 4790 4790 LOW POINT STA = 16+08.86 IPVI STA = 15+92.92 F PVI ELEV = 4772.72 m m n A.D. = 2.48 d i m K = 36.32 47t3 o u a o o a 4785 ; n � ul o r 90' VC-- n I p II II II II II II + Y m v Q > II '� nd m �� N m + Z o a '•' a > f °' o + n n d Q o f, w r �. II II Y „ji �o d 11 47R0 W n Z 0 4780 "' w ^� ' II n a > (n O A a s In w - > a Q :It m _ U U yj w H 5 J to w = w o _1 \ -0-50% A n a m m > w 5 5 S d ASPHALT Q5 257 w a s n - -, 4775 I 1n ' Z 0 4775 - - - - - -1.6 N 0 w wo - - --- _ - - _ _ h 4770 > � N a 4770 EXISTING ' - - > O m Ckf GROUND �- / CY] a `� o LID 4765__-_ 0 476`� .. - - ---- cn - w 4760 z m 4760 aIn LLJ coil w^ � JJ �n J Z Q 14i1 Qn Qr t � Wd Q a s z 4755 w N w - N Illi 4755 U64m i,� m m - _ O m g i< aJ9 ww 2pmi J Q. J+ �+ l-U +KM o W Z i? o f PROJECT NO. a r Z a d a 4750 a r m lril `a w - 4 SHEET UM 0 sREr NUMBER N m N �d �.lN �O� �n �d dN �Ol n Nl0 rill �l7 nN dp �O mN IOW qO ON lDm rIp �n Oh ��N m� Qin Olm m0 mm �.n d10 d� O✓/ NN O!N lD0 do0 Nn �(O �U1 NM �N OD dm 'On pt0 N� m n� n� ^b rn �0 n,6 r,6 nw ^ r� ^,^ nn n� ^� n^ n^ n^ ^n ^n nn ^^ ^^ nn n^ ^i^ I Fn an yr an a'n ^n n^ n^ N^ nn n^ nn ^N nn nOn 0^ tnoOn lnOn b'^ bn �^ bn bn DRAWING NUMBER dr do n^ nn nn nn nn nn nn do n,n nn nn nn nn do On +n an < 7 d O d d d d d d d d d d d d d d d d d d d / d d dd dd dd dd dd dd dd d dd dd dd dd dd d Q a d a a d 'd d d d d d d d d d d d d d d d d d d d d d Id' d d d d R- 13 11+DO 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17450 /8+00 16+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 mom m I p Wp BRENDEN/KIMBALL Y 2 INTERSECTION I ' aW�i Lo w SEE DETAIL h u - j �21ci oU Iw _ STA. 27+70.91 BRENDEIp I } �' •, ,,; i I I STA. 16+51.50 FERGUS N STA. 23+79.78 END ASPHALT, CONTRACTOR TO INSTALL CURB, GUTTER & GRAVEL 'c a AT4 p -- 5' SIDEWALK 1N OPENSPACE SECTION-CASF--ADE ST. - 3 R y� � N, R�MOVEENDISTBARRICADEao1. _ mSTA, 17+28.77 = ING DEAD STREE a STA. 11+49.62 HANLEYE a_STA. 23+86.34 BRENDEN= STA. 25+56.35 BRENDEN= �(3 ' TBC - STA. 16+50.96 KIMBALL I STA. 5+00 ALLEY 13 CAS E/HANLEY _ Y IN RSECTION - m f- S E DETAIL - N 0 = 15P�NK.1 A F- CASCADE" STR T o O• 16.5 _ S - - -- - - - - ./VMl<rrwrt�t) O -h- (33_TBC - TBC) - STA.-23+86.32 12'RT_ CENTER DBL GUTTER ry w G' o CONTRACTOR TO INSTALL a �' N ° o SEE SHEET R-15 5' SI K IN OPE SPACE m .t O' z¢ M Y I DES K a' o L=11 1.A 0 16.5' o 0 0 & STA. 17+58.77 BEGIN - \ 61' & 12" HOPE S N a a I ASPHALT, CURB, GUTTER �w`�L�4.T UTILITY CONDUIT w 7 + z & GRAVEL SECTION (A-EL) o I I k 9) rn � CASCADF. ST. 17, HOPE m REMOVE EXISTING DEAD m o _ UTILITY CONDURm " N30N3i18 0 END BARRICADE Y W Z (A.B.) } BRENDEN r W STA. 24+38.78 CASCADE= o a I I N L STA. 11+50.95 KIMBAL rc` F n rp N S a o Q� ROADWAY COORDINATE TABLE (HANLEY & BRENDEN) a SCALE N a STATION NORTHING EASTING DESCRIPTION ROADWAY COORDINATE TABLE r _ 11+49.62 886.79 1877.32 CL CASCADECp� DRAWING STATION NORTHING FASTING gDESCRIPTION a� H O R I Z: i = 50 17+28.77 886.79 1877.32 HANLEY11+58.62 895.79 1877.34 BEGIN ASPHALT PHASE 3 VERT: 1" = 5'13+99.82 1136.79 1872.57 CL BENEPE 17+58.77 886.77 1907.32 BEGIN PHALT CASCADE23+86.34 1386.42 2588.49 CL KIMBALL 1 1 X17 HORIZ: 1 = 1Q0 23+79.78 886.45 2528.32 END HALT CASCADE r 25+56.35 1386.33 2758.50 CL ALLEY 13 11 X1 7 VERT: 1 n = 1 0' 24+38.78 686.42 2587.32 Cl KIMBALL $� 27+70.91 1386.22 2973.IN I CL FERGUSON BRENDEN STREET HIGH POINT ELEV = 4779.27 CASCADE STREET HIGH POINT STA = 19+24.79 .111, � � � w 4785 4795 _ PVI STA = 19+2*.79 PVI ELEV= 4779.40 m a E i A.D. _ -1.10 0 K = 90.91 4790 o n n rmj No 4780 4790 _ 100' VC a 4780 o + ' 1 M d M r n c n a N p N d m '° z n of n °' a0 m PC) Q 11 It II N ^ d + + c .16 4785 LJ..I z ¢ J 4775 4785 r fn O a no > 6i 4775 w rn w N n > Q r w p v a a 5 a w �� w m ED m m > w a a N w o a ASPHALTof: �' 47BO - _ - -� vi _. _ _ __ _ 4770 4780 a D- o 4770_ DETEN %POND -DEfENT10N POND - `� a �S I LAJ o - -0.217L 1 _ -0. a s Z Q N o .25 Q 41 U ASPHALT 4775 V) w o Q o a 4785 _-EXISTING _ 4765 4775 + L�^,1��+�,,�+ - _ 0 O ,o GROUND E - GROUND m a o 7 W W 4770 V) C3 K 1 a - - - - - - O V) c 4760 - --- [L' +co + a W w� - - J m 4/65 Z 4755 4765 m 4755 m a. - w h W m void vaJ 7-i m Q 0w Zw c� � 39 m 4760 W lair ¢¢ ._ 1-4 n w} 4750 4760 i ___ - - -- -'¢ ao O 4750 •r a M x =O1 i M m Z JJ W,p Z� 2N m d+ J+ g ww Z zu-, :3+ + ¢+ �N �+ n w !Do + N Z` o¢ z PROJECT NO. _ z w F Z c w - _. 4755 ¢0 4745 �w cw.11n o m 4745 4755 v~i m _ _ -_ ... Z 3784.020 SHEET NUMBER M n a N ,D COI M M n M M O1 N co a O n M O� N N 00 a O f� Or N r0 M M �l O fD Or ,O tD ID Oro N� ,[Ib n d0 N'r mN n� aN arp 'U Of NM on Om OI O, OIL O,N ON O,N O� fOi C! °'n O,� and aM a� f0 map a0n Ot0 �d 'nM �N �O Mm n0 an MW / m N O fD.m O N CD N Or N O N N N 1(1 �O N r0 Or N pp a',OD M n < 6 p w n n n n r n ro ro to n m, n 1: m ,o �o ro �n m ui ui N v1 ui ui v, ro ,v n n� <o O 0 O) 'W O, r n 1�� n� r,EO naD n'�aD naD n0^ n^ r nr n^ nn n� nn nn 1`n n°n° nm nn nm n°n' nn r'n nn n°n' n,m nm n� n� nm nm n°n° n� nn nt` nn nn r`n nn nn n'o n'o nn nn 1`� nn �. m of m Oi O O OI pj n n n n n n n n n n n n n n DRAWING NUMBER m ,o^ 01 10 w m� ,on ow ^i,v �w a� 'o a� a� as and a as as as as and as as as as as as as as a+ as as a na na na na na na da a a la a a < a a a a a a a a d d d d a a a a a a a a a a a a a a a _ 14 R- 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+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+DO Moo 1 Z I w a ?., �o W F. I a I aw I - - I w W o �Wo °u 2 Z Z- 41 > N o spa III m m F 3 I �p l 3 I � I � I tc co o ci 00 0 4 F z W � i' z �. � O O Q oyn �Y m Zmm F, N Z n r >>0� r wU� ; y I m I I N h y� _ q I KIMBALL/BENEPE 0 o KIMBALL/BRENDEN KIMBALL/TOOLE + i+ z e�' r M 6" & 12" HOPE � 0 6" & 12 HpPE ,��,INTERSECTION + 1 + } 1T-y CONDUIT INTERSECTION +� 6' & 12" HDPE INTERSECTION - I ��`'a UTILITY CONDUIT �) SEE DETAIL _� ( ) SEE DETAIL UTILITY CONDUIT SEE DETAIL I - - - Si dl 1.2" N-OPE r D3 A.B. i� UTILITY CONDUIT c� I (A.B.) a in (aB.) A.B. N (IT ( ) a TTTm l STA. 14+00.93 12'LT CENTER DOUBLE GUTTER _ I KIMBALL AVENUE STA. 18+99.89 12'LT 6" & 12" HDPE S lcy _ m EE SHEET R-i6 CENTER DOUBLE GUTTER UTILITY CONDUIT FF Sy C F I o (33' TBC - TBC) SEE SHEET R-17 (A.B.) - - o N 30' NW 0802"E - -- in m 1 m 60' 16.5' o I=165 9, o 0 0 0 o L=1059.21' o 0 0 - - INSTAL DECORATIVE -. -4 ----- Y _ STpk 14+00.95 KIMBALL= CROSALK rs-\ STA. 18+99.98 KIMB� 1 STA. 7+15.1'34 BENEPE I STA. 3+ 49 TOOLSF 0 g -- - - I ROADWAY COORDINATE TABLE i ~ STATION NORTHING FASTING DESCRIPTION Zr 7-- '1. 11+50.95 886.42 2587.32 CL CASCADE i 12+09.95 945.42 2587.46 BEGIN ASPHALT KIMBALL I 14+00.95 1136.42 2587.91 CL BENEPE ST. 16+3891 STA. '16+50.96 KIMNALL= STA. 19+QO.08 12'RT ! 16+50.96 13B6.42 2588.49 CL BRENDEN INSTALL DOUBLE GtWR STA. 23+86.34 BRENDEN o CENTER DOUBLE GUTTER COB STD. DWG. NO. 02529-1 Z SEE SHEET R-17 18+99.98 1635.44 2590.52 CL TOOLE d g' -- 23+65.00 2100.44 2594.32 CL TILTON O I ry - - _ _ 26+65.16 2400.59 1 2596.77 1 CL DURSTON 8 STa 12+09.95 STA 16+38.91 1 1.o'RT v~ai v~ai SCALE w HORIZ: 1" = 50' BEGIN CONSTRUCTION. STORM DRAINAGE CHASE CONNECT TO EXISTING ASPHALT, SEE SHEET SD-5 -�� VERT: 1" = 5' '�" ; n CURB & GUTTER AND SIDEWALK. RECORD DRAWING REMOVE DEAD END BARRICADE ■/v=` 11x17 HORIZ: 1" = 100' rSTTA. 1+50.95 KIMBALL= �6 11x17 VERT: 1" = 10' s STA. 24+38.78 CASCADE KIMBALL AVENUE + 0 4785 4785 - - � a II 11 � o to rc II II > Jill N n m da n n J v~i II II M y + ^ a m M 4780 u $ a 1 a < 4780 S Sa - > it + ui o o N a to a J > ,n + +^ +o •00 S w r J II a '° a toy ¢ i - a S q m w > fill II II 11 II M ¢ a S a < > > 4775 W � i 4775 -.11 ar� n N 5 F- J �W - V) o aa Aso. _ ASPHALT 4770 I 4770 N - ~ w 4765 V) w w E 4765 - EXISTING, - o GROUND - m ± 4760 V) w : 4760 -1 - _--- -- -- _ -_ - - a o Y F C 0 - J M Q - -- - _ ��r 4/55 c n n W 0 n e _ JJQ ZV V wfY O 4750 > 4750 m o o mo o o ++ L a + �'0 w - m PROJE CT N(. 4745 3384.020 4745 V - SHEET NUMBER pj ON ON n tnn en n nnn nOr nm'° ntt0o tm0 nNto nm< nNi° n`n anra n n�o N,tnQo Otno n Mtno a'Nn m m O O nOtro MQtno1 Mnntno nttnDo �<�r o N M, N No O O o o rN m Ot TO tD0W NM 0. I0 0 00 6d ° nMrtno ��Nd0r �ny.O�n MndOnot 'd.lao� DRAWING NUMBER 1 1r 1n n " e e ° °o � ° m ° a � °a ` n an^♦^ an nd s dad � ; R- 15 JJ 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+DO 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 3 mom amZ2 W.{ z Z J I O © I Z�O� ccN7sO I - dpWi �O o I o tiI I 1 uw��0 z°� Q K 4 Li� N Z MMIBALL/11LTON q o _ �- Y ;'{,b��Nj'b,� n M1 INTERSECTION 1 > ; F• ;, `� 3d3N3B BENEPE/KIMBALL m y r n SEE DETAIL � 4 h m `J` CONTRAET6R TO INSTALL INTERJEN -f vi ? + BENEPE s 5' SIDEWALK IN OPENSPACE SEImoM N¢; y¢ m Z N STA. 23+64.91 12'LT rn ,,yZ --- 6^ I 'er m ¢ ¢ or OBL GUTTER p STA 2 +14.29 16.5' LTEeRTm ONDUIT�i S E SHEET R-18 + STO RM DRAINAGE CHASE (A.B.)KIMBALL AVENUE SEE 5 EET SD-7 BENcl 33' TBC - TBC) m INTERSECTIONI SEE DETAIL in BENEPE STREET STA. 7+15-34 B77 33!DE BC STA. 14+00.95 3•E 0 3Do O L=1 59.21 O 'I ro 60' 30' w _ 60' 16.5 0 0o m S8'13"E"' z F } 16.5' o 75. fi" & 12' HDPE I �i 1 STA. 26+65.16 KIMBALL= ' -STA. 23+65.00 KIMBALL=UTILITY CONDUIT . . 62+35.1DURSTONSTA. 13+82.68 TILTON(A.9.) �~� INALL DECORATIVE STA. +DO BENEPE= J (A.B) INSATIVE �l 1 .w 3 3 o CR SSWALK INSTALL "PC➢ESTRIAN CR �pSTA. 13 9.82 HANLEYCROSSWAyt" SIGNS Aq PER C.O.B. STANDANQ 20' FROM CROSSWALKo cn z � o =Qz KIMBALL N STA. 0+11.66 - 6" PEwaoINSTALL DOUBLE UTTER 13+1U11 m u 3d3N39 N+ + o m COB STD. DWG. No- 02529-1 (A- Q, I n BENEPE s, n I g Fa. ry o N a Z Zug ROADWAY COORDINATE TABLE STATION NORTHING EASTING DESCRIPTION - I �W js 11+50.95 886.42 2587.32 CL CASCADE 12+09.95 945.42 2587.46 BEGIN ASPHALT KIMBALL SCALE STA. 7+03.34 1,4+00.95 1136.42 2587.91 CL BENEPE RECORD DRAWING ROADWAY COORDINATE TABLE INSTALL DOUBLE GUTTER agl HORIZ: 1 = SO' COB STD. DWG. NO. 02529-1 16+50.96 1368.42 2568.49 CL BRENDEN STATION NORTHING FASTING DESCRIPTION 18+99.98 1635.44 2590.52 CL TOOLE VERT: 1" = rJl - - 0+00 1136.79 1872.57 1 CL HANLEY „ 23+65.00 1 2100.44 2594.32 CL TILTON 1 1 X1 7 HORIZ: 1 = 100, 7+15.34 1136.42 2587.91 CL KIMBALL �a 26+65.16 2400.59 2596.77 CL DURSTON 1 1 x 17 VERT: 1" = 10' KIMBALL AVENUE BENEPE STREET 4775 4775 4,4r o NIGH POINT ELEV = 477675 - 4795 v roHIGH POINT STA = 1+48166 Ti PVI STA = 1+05.57 m anPVI ELEV = 4777.05 ; p 0 4770 4770 4790 A.D- _ -2.35 K = 63.83 _ _. 4790 N YI ^ o + m a 15D' VC o + u5 N m 4785 4765 4785 n n Q 11�ou ASPHALT II tl - -- �� o rri - 3 v - _ 4785 W Z ¢ t}l + +M1 - ro M1 r K o F d r ,T I n + n 'n ry O �^ W �^ W II Il µ +n Q � m S S g a II II oa Gi 4i m a + n o _ g 4760 a a a _ 4760 4780 awM ry `D +r w w II n a 4780 cr > nil it I c~il a a ¢ w !n EXISTING i to w w ¢ > W z i GROUND �� 1 I 857L ASPHALT CL a > > N Z Z W I a 4755 4755 4775 _ - a s r-. `� -0. ✓ -1 $a\ a O a =Z EXISTING S 4775 /) wWm +5 >O INSUL LJ 4750 I I CD GROUND4770 f _ _ 47Eli O Q + m 4745 laJ J v 4745 4765 _ m 4765 a W U V a Z a h W Y w z j h W 4740 F 4740 4760 w Q 4760 w w w z m z N fr a o nri �MrM1i --- O� 4735 i n 4735 4755 OJE CT N O. 4755 3384.02T ON n N Op NOm 17 n0 � O NNN N NO `In SHFFT NUMBER NO ) f ry p qN Nn O ON O NI n d° h n� n V n ^° no o n 00 l i� � � � NN N° ^o ^ M Ol n n 10 Nv na µ µ M1^ n^ nµ µa I,N da µ.a <a a'a anµ as anµ as as aaa DRAWING NUMBER, 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 R- 1 6 LENGTH=78.72' RADIUS=50.00' 'mi= _-- LEANL SEE SCAPNG PLANS _ DELTA=90'12'18" 'zQZ -c- a p - - - --- - J COB STD. DWG. NO. 02529-1 LENGTH=78.36' 'Er o TOOL F : Z N -a+ QQ RADUS-50:80' - c_ W w N W m m DEt7a=89'a7'a2" FORBES AVENUE- -- - - �� - W N= Ido voi 3 3 30 m m o `�P 4k' j TOOLS/F€RGUSON -J -- -- `q�7 I L=36 .0 5 2133�i71h INTERSECTIONS a = w x 60' 16.5 0 0 I` SEE DETAIL '�{' o z ' h 3 3 3 0 Q I 0 s 11001 O O I O N y ut _ = n m- TOOL E _ 6" h 12" HDPL - G 6 .15 i p o 1- 13 �!I d a 4 UTILITY CONDUIT' £Z"Z y ' h o € I o 1 O TOOLE/FERGUSON + Sa + (A.B.) y N I^ INTERSECTION M 6�0 •� N m Q SEE DETAIL r r y � �V �� JIA IN �+ ± I N I O ZI RATIVEa Q I TOOLE STREE INSTALL DECO F � '- CROSSWALK S N I 33' TBC - TBC - _ w T 0 K „ LENGTH= .31 •a o Jo i Z "" 5382101 RADIUS=500• p - o Fo ? FORGES , N 9'S '13"W ^' 60' 30' w N m DELTA=89 47'42" F` I ° '- y _ i o L= 0.15 0 16.5'0 5+0 N a I S3800 A I STA. 3+84.57 TOOLE 6 h 12 HOPE - FORGES ,K t STA. 2+14.56 TOOLE= STA, 18+99.96 KIMBALL UTILITY CONDUIT m ,w STA. 7+49.03 ALLEY 13 w MMy I ,(A.B.) 15;y�►� w - 0 I L a I � x 3 - r a X �I - 4 r i i /r�^'i� � IOYBALL AVEA4/E + M M z Z ROADWAY COORDINATE TABLE (TOOLE & FORBES & TILTON) m N n n STATION R2100.44 ING EASTNG DESCRIPTION w SCALE 0+00 24 2975.09 CL FERGUSON STA. 0+20.99 N v~i n a 2+14.5635 2760.53 CL ALLEY 13 _ w INSTALL DOUBLE GUTTER vari HORIZ: 1 � = 50 3+84.5744 2590.52 CL KIMBALL COB STD. DWG. NO. 02529-1 VERT: 1" = 5 13+02.68 2594.32 CL KIMBALLN///■///��_`''STA. 3+72.57 CORD DR.AWI1 \ VINSTALL DOUBLE GUTTER 11X1] HORIZ: 1" = 100' 15+52.69 .35 2764.32 CL ALLEY 1STA. 0+00 TOOLE= COB STD. DWG. NO. 02529-1 11X1] VERT: 1 = 1�� 16+87.24 .26 28N.88 END ASPHALT ALLEY F STA. 19+00.53 FERGUSON 17+67.25 2100.24 2978.08 CL FERGUSON n IPOINT ELEV = 4769.10 TOOLE STREET HIGH POINT ELEV = 4768.60 FORBES AVENUE 4785 HIGH POINT STA = 1+36.21 g731, 0+98 71 HIGH POINT STA - 5+33.12 PM STAPVI ISTA = 5+2J.40 IELEV = 4769.35 PVI ELEV= 4768.72 m 'm A.D. = -2.50 a A.D. _ -1.35 K = 50.00 K = 55.56 Ty Q o 4780 125' VC -1`3f m 75' VC d N d N d OI ~ N Q O N O + N m < M O OOi < �Np 'I ry IIn M Z O ryaU '} N < M < b m + b nb m a O IO - •1/ Li.l !-- 4775 d m d + d + ^ < m n N n n +a II I n M d n n r d n n d TN O II II U U /a- W > 11 II n n II 11 > N W II%1 W J II II d N Q ml m m O 1J W > Tn J Q w > > F J U U U + r N In w S w � JJ F w a w In w m m w 'n w F j pl d + m g m a s S S m w > S a s O1 w n A a 4770 Z 4770 a a s 1-5 a u a 5 -. - > -- -�� - w aas a a w n I > J -O.50X - 76 -7. 5 1. % 5 -0. ASPHALT N s N Z Q /- - - - -- - - a a S S O Lo m o 4765 .0Y 1L a 4765 VT w rkf O .+ 0 EkISTINGUND _ _ _ _ _ CE] o 4760 (n p w 4760 I N F- - _ w J 4755 m ~--•4755 Iy O r O LAJ Om UU Md J J Z . J Q 1E a s w Q 4750 Ji <,6 se 4750 N w ww wn w w zd z4 O z m �+ r� �+ I z o i,En Z a PROJECT N0. 1745 cwi v�i Wow 4745 J384.020 N r m N h�°,1aQ,'md ��dhd� drI,M rddyr dd,dm rdOmy nd.''ma da rdla rda rda rda rd'a rda rda rdNd ryNa d.ma dOaT daO ddO d�m dr^y da da da de dd da .r^d mda d^� d� dY dd dv r'°e r'°a rdme nde rd< dNa dL<o in rdl< ran r c e7N0O SHEET NUMBFR N O MM m < O -0 mo O O DSim NO m �1 �d � mod �h nart�m m � sr IbmmI mm m l^ b� � I'm m m T � 01 oil 01 Om � mm mm mm mm mmm � ^ rbm m m m m im m m o Immwm rw w 'm �m w rm DRAWING NUMBER m m lm `m - R- 17 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+DO 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 DURSTON ROAD _ a mU_ 11yy U ZZI< yV -- - ROADWAY COORDINATE TABLE (TOOLE & FORBES & TILTON) STATION NORTHING EASTING DESCRIPTION 0+00 1635.24 2975.09 CL FERGUSON > 0 3< 71, 2+14.56 1635.35 2760.53 CL ALLEY 13 =w 3+84.57 1635.44 2590.52 CL KIMBALL 13+82.66 2100.44 2594.32 CL KIMBALL 15+52.69 2100.35 2764.32 CL ALLEY 13 h, I l 16+87.24 2100.28 2098.88 END ASPHALT ALLEY 2100.24 2978.88 CL FERGUSON aom 3 Y z I STK.-Y3+82."TILTON= o TILTON/KIMBALL STA 23+65.00 KIMBALL - INTERSECTION x SEE DETAIL O z z ry O rc 6" & 12" HDPE m UTILITY CONDUIT F 6" & 12" HDPE N STA. 17+6 .25'AL (A.B.) + STA. 23+65 54 FERG ON P\ UTILfIY CONDUIT a I . \� (A.B.) TILTON ALLEY 6" & 12" HDPE _ - N 16, (16' PAVED) UTILITY CONDUIT i 60 7 16.5' _ = o 0 �SITA. l END ASPHALT ALLEY 5 N 1 &3.52 x I �'" _ � � � SCALE I n m STA. 15+52.69 {,Ill = E — FAQ 12+14.04 LEY a z HORIZ: 1" = 50' ro F 3 3 3 3 0 w TILTON . z n ci VERT: 1" = 5' w I I 1 1107 HORIZ: 1" = 100' � LL x F � o o _ �-. 0 0 11x17 VERT: 1" - 10' o j 0 LENGTH=78.72' m cn m RADIUS=50.00' o - ,^� �''"'-.4 � DELTA=90-12'18" + a � RECORD DRAWING STA. 13+ 0.68 }} £ INSTALL DOUBLE GUTTER J ' ^� 9 I N GOB STD. DWG. NO.--W5f29-1 1 g TILTON STREET TILTON ALLEY 4780 _ 4780 QQ aa d>> p U 6 0 0 0 ri 4775 o; 4775 - -- a e '� rn .� M Z m o c` r + a N n m r1 N m 1O d +n ^ 4770 Lil Q N 'o a Z mo 4770 _ N .o c - _ -- - 0 y N 11 11 II p Q f A > II II II II N W 5 W �- N w r W w a S a SS 5 •1/65 J o 4765 ASPHALT a n 5 -a N a a a a a a I Q a 2 a a a -2. 9,b Z Z ZO 0. - - % 4 760 O w o v — w a 4760 — - -\ r — � - - - O did I 0 w a EXISTING m W GROUND W - 0 1755 (n pOf o O 1n 4755 _ - 0 Z I W O a a 0 4750 r m 4750 n e * J Z w c� O d lw w.' 4745 uj N v1 �is z 4745 Ji� - w - ¢ - w - O z m aw'� + + ae mr p z Q F Z PRCOECT NO- U Iia W Z a 4740 3384.U20 i 4740 w< SHEET NUMBED 0 N O p 1� u] N �m mN �17 tpN pON O��itO r0 cP �r dr%, 10y �� O1r O� �0 tO1M �tNO ppn Nm / ill O �l m N r N N@ .'. r d N M) h Ol O _..- m tD N] �N �N �N �'N ION IoO� N' tO� t0` t00� Ip` �N ION ION ION 10N �N �N INOM 10 !D tO m 10 r n n n I� r� r r N m n r b r b r O N r r t` DRAWING NUMBER T R- 18 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 yy W & a�W Lo 0`d R/A!BALL AV o m aJ w m 6, O O U z ci 3 3 30 'r llllllwmu ci - - - - - _- it Or - - - - - o_ H w In w I m a o q + + 16" & 12" HOPE m ho /1!',I,EY 13 n n UTILITY CONDUIT o V (16' PAVED) 30' N var-i (A.B.) Ln I s o B rc�1 0 - S 00 _ 9� 0 0 _ - STA. 12+14.04 ALLEY 13= w STA. 0+00 ALLEY 13= 6" & 12" HOPE 6"a 12" H PE INSTALL DECORATIVE 6" & 12" HDPE STA. 15+52.69 TILTON ALLEY ,g �-UTILITY CONDUIT _ CROSSWALK " & 12" HDPE o o UTILITY IN r STA. 26+08.7$ CASCADE $ UTI RY CON UT "�-' 0 _ (A. .j - y - (A.R.). = rIM• -- -- F F 6" & 12" HOPE 6 & 12" HDPE UTY CONDUIT (A.B.) UTILITY CONDUIT UTILITY CONDUIT 3 - BJ (A.B.) (A.B.) o KO STA- 7+49.03 ALLEY O o m I 13+ STA. 2+14.56 TOOLE + R 0 n w o, o _ 01 0 n n .m - m o 7¢ - - w +0 ,0 1 o I --- +o I -1 I +0 I + - -I +o I 1 N- + I - o I +o I o 1 G a 1 + O ~ o Q 0 0 0 - a 0 I - 8 0 0 0 O 0 W rz SCALE -_� � ROADWAY COORDINATE TABLE HORIZ 1 50' STATION NORTHING EASTING DESCRIPTION O ag i W O RD DRAWING 0+0. 886..3 2758.50 CL CASCADE VERT: 1�� = 5' �-Z�� T'� 5+00.00 1386.33 2758.50 CL BRENDEN 1 1 X 17 H O R I Z: 1„ = 1 00' 7+49.03 1635.35 2760.53 CL TOOLE $ 1 1 X 1 7 VERT: 1 = 1 0' 12+14.04 2100.35 2764.32 CL TILTON ALLEY ALLEY 13 aq Npa c�f 4 M5 F + F 47a5 ry 0 0 ♦y pLL r M 1» i In m d d WW to r� •� �� -- - 4780 m 4780 0 In I O 9 Z Wo 4775 - - - __ - / • r Q o (11 O a a > + � d = 1.28$ r � �- n o m f c A II o+_ F 4770 0o 4770 w I SD m - ASPHALT ✓1 > Z Z 0 o w 0 rn� -1.24 0_ w O w� M o 5 > 4765 (/) w � W a4765 1 _ '2.009, a s 0 Y I p w w EXISTING - _ _ '3.Oo9, m IL J$ : Q o _ __1 — - - - _--- --- - - -- 4/60 (n o t a 0.4760_ - -- - - _ O a N W 4755 m 4755_ n UU w J Z w r Q f a a s o a 4750 > N Zm 4750 z - - O Q w.. W W J c r O7 Q a + W�+ �Q0 w I w 2 F ~ W PROJECT N0. U z Q 0.�N U 4/45 3354.020 4745 tw.l� 6 --- N - f SHFET NUMBER "h� �nnd<nnnd nnnd 0CCn� �nnA,Nllr•` �nndO0IndD �nndWcndDO �nndNfndp0 NnnNnd nOna an♦nnd YnQna andlNny 7ndMdnp mndN0n� ndDnd nd� nd'na d'a n�r� nAV nd• r<a nd,'a ndn� nd Mmrd ndld. c rd ndO�d Nndo�d ndN� nV0� nd�O 7.- O c0 cDnmn� �O �b OrN np 7n mn �n �nO O M 0, i MO1 .0� 00� O nUj n 6 cV 4 Onp mto�mnD ON n Mc0 f. ; Om10 O V O D� � � � ,bo�� m VN VN fnN n [ P. n" n °. of ° 0 0 mt0 DRAWING NUMBER Is dd dd dd dd dd dd did dd dd dd dd dy dd dd dd d' ♦ Y - - - - - R- 19 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+DO 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 3 m0� I RECORD DRAWING N � aWNZ O2 SCALE ' , °° HORIZ: 1" = 50' VERT: 1" = 5' DURSTON/ENEBOE ,,.b3 Nj y INTERSECTION NOTE. ALL SIDEWALK INSTALLED ON = ''S 1 1 X 1 7 HORIZ: 1" = 1 00' SEE DETAIL DTERSECTICLIFDEN DURSTON IS 6' WDE, 6" THICK, INTERSECTION ? o w a 1 1 X 17 VERT: 1" = 1 O W/FIBERMESH CAB. SEE DETAIL _z o vs �0 _ DURSTON/COTTONWOOD P Y o - INTERSECTION NOTE. SIDEWALK BETWEEN COTTONWOOD STA. 4+08.00 DURSTON= y _ SEE DETAIL STA. 4+08.00 ENEBOE y h STA. 39+81.08 DURSTIDN= ROAD AND ENEBOE AVENUE IS 5 ,y / STA. 20+60.45 COTTON4001) FURTHER SOUTH THAN SHOWN. STA. 49+79.98 DURSTON= s�s INSTALL MONUMENT BOX 15" UTILITY CONDUIT STA. 27+96.34 CLIFDEN F� PER C.O.B.# 02529-3 EXTENSION (A.B.) ,p DURSTON ROAD (25' CL - TBC) I ?� A a A t p N N N 59'25"E p0 00 O O O O O O O O O - O 0 0 45' 0 25' o 0 0 0 0 o O o 0 0 l0. o a 0 CENTER DBL4GUTTER z SEE SHEET R-3 G STA 40+62.54 25.0'RT g w I z 0 STORM DRAINAGE CHASE SEE SHEET SD-4 z � 0 3- � 3 3 � 3 Wb�� u F I a e N g � o N ROADWAY COORDINATE TABLE 3 W a Ro g STATION NORTHING EASTING DESCRIPTION "' 3 o 39+81.08 2400.97 342.71 CL COTTONWOOD + F < 46+26.09 24DO.86 987.72 CL ENEBOE v Iii 49+79.98 2400.80 1341.61 CL CLIFDEN d N 62+35.14 2400.59 2596.77 CL KIMBALL ~ ID ALLFsP ja 66+19.70 2400.52 2981.33 CL FERGUSON - - - - HI• DURSTON ROAD R( 4775 _ .- PVI STA= 50+35.68 nz - -- PVI ELf V = 4758.90 o LOW POINT ELEV= 47�4.29 'I A.D. = 1..82 m m InK d 121.69 d F o cr LOW POINT STA - 40+62.54 a a I° 6i 4770 PVI STA_= 40+62.54 100' VC o - PVI ELEV- 4754.04 n A.D. - 1.00 m n o K - 200.00 tO m o °i M Z O m q + r `V 200' VC + vt d H' mo 4765 _ III e d cii !�ti v O O y d vi U > m Q o + n + N W m n 0 4760_ ' d d EXISTING vi m u GROUND - - - m m > w AT CL - - - - - - - - - - - -- Z O w a C-) W Q G O a 4755 _ - -_ - _ (n w + F _ I LI] g o N 0 4750 FINISHED GRADE In _ ¢ _ --- - J AT SOUTH TBC - O W J i N m 4745_ - N I W _I J w 0= o ow J Q a O O W U W m 4740 W 0 _ _ _ O N a w~ ' + + a00 o. z�.,W =� a sa Q WI ~ N Q < O F PROJECT NO. 4735 w - ---___ -_.. - __ __ _ - 33R4.020 O - m O N O n 0 N O Q m N rn mi N a[I O N N n O N 0 n O N N n O IN N n O N 1� O N N n O N 1n n O N 10 n O h d M N �O i(J M N7 O SHEET NUMBER r miNOm Olr -� m aD10 m� mN mN m� 0q A ml� fin Nu0 dm iD� nN mn P.d O� r �m M� �d�pp� �OiN nM m,t OHO �n M00 dm t0� nN nn and nw On N� M1m vmm1� nmm,N mM Od �� Mn ill p� �p� and On hp hM �� dp0 �p N.N 'l 4 d N N r d d d a y < d a a ui,, u) ul ui N u) lD N 0 N' N N 0 ul VI N N h 0 O N N ��i N N N N N N N N 0 O t00 b Go 0 �h �h � OQ �d 0d �d mid �d �d 0a �d �Y 0d �d 0,d �d 0d 0u) emu) but emu) emu) 'u) �0 0 lD t0 f0 f0 t0 l0 10 10 1� 1� n h I� I� 1� n m m m m m GD m� ml O O ,DO �O b� b h r ^ r r k ^� r 0 r 0 r 0 r 0 r 0 r 0 r 0 r i ^ r 0 r 0 n,0 r 0 r 0 n u) n 0 n u) nut rut nut nut n'n riff rl0 r rill r 0 n ul ^1A ^ r u) r 111 rill n`O r ul ul r 0 r,u] n 0 n� n'� n'� n ul r 0 r 0 n n'� n l� n tO n'm r 0 n n'� n fO DRAWING NUMBER di d� d.a da d'� da da da da dd da d� d� d� da da da dd da d� da d� da dY dy dd da d� d0 d< dd da da da da 'd+. da da da da da da da da d< ddn, dyr. da ddr, dd 4'4 da dy d< da da dd - ------ - - R-20 38+00 38+50 39+00 39+50 40+00 4G+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+DO 51+50 52+00 52+-50 11 � I i mo� a >m� N ROADWAY COORDINATE TABLE STATION NORTHING EASTING DESCRIPTION 4 o K awW� LU 39+81.08 2400.97 342.71 CL COTTONWOOD 46+26.09 2400.86 987.72 CL ENEBOE �^ NOTE. ALL SIDEWALK INSTALLED ON A DURSTON/FERGUSON 49+79.98 2400.80 1341.61 CL CLIFDEN "' NO15anO 62+35.14 2400.59 2596.77 CL KIMBALL DURSTON IS 6� WDE, 6' THICK, w o �2 INTERSECTION W/FIBERMESH (A.B.) oz D DURSTON 67 SEE DETAIL a�3;y'i 66+19.70 2400.52 2961.33 CL FERGUSON h z w STA. 66+19.70 DURSTON= ¢ owr J'+ S1A 60+99.42 25'RT STA. 26+65.84 FERGUSON r � ° 'a3 S ORM DRAIN INLET , 0 SEE SHEET SD-7 INSTALL MONUMENT BOX N DURSTON/KIMBALL PER C.O.B. 02529-3 � s INTERSECTION z _ STA. 62+35.14 DURSTON= SEE DETAIL =W 2 STA 26+65.16 KIMBALL D`7 DURSTON ROAD x y - - (25' CL - TBC) --- - -- N o to J cn m 4.4. zo 0 0 0 o o L=2 0 0 0 — g - o o - o 0 0 �, s n o 0 45' 25' 0 0 ` REMOVE EXISTING 10' WTR SVC STU _ - - m w w IQ:£ Y U SCALE HORIZ: 1" = 50' VERT: 1" — 5' + cf), a 11x17 HORIZ: 1" = 100' n + Goo 11x17 VERT: 1" = 10' N a O at RECORD DRAWING I 8 HH POINT ELF HII H POINT STAY= 53+87.9I0 PVI STA ='52+97.77 DURSTON ROAD LOW POINT ELV = 4758.73 # PVI ELEV 4762.36 LOW POINT STA = 60+99.42 4775 _ A.D. _ -1.82 - - PVI STA 60+99,1-() - - E K = 219.73 PVI ELEV = 4758.36 m m o A.D. = 1.00 0 N 400' VC K = 300.64 0 6 4770 � � 300' VC o I °+' m o o 0 Q n m Q N U > N d- - --- N W Z EXISTING cm.> > cNi Q o GROUND m m W w = - 0 4760 I-- — - — — — — — — -- FINISHED GRAD Z w � a AT SOUTH TB Q n f/l w O z - - - 'I >O Z w a 4755 - w m O o O] g N + :D 0 (n 1 O 0 4750' Q OO c (n W N J d m 4745 a a W ra.p ��' aw Q vi w Y d w o > w 4740� _ __ ... - i �Ip m f um 0 CO a 0� _ 0 J O Z w �Q 7 dNM rn ^ . i _d"d' ddo d°d' dad d Nd dId� ddd dd dd d,n dnd dido ado "d� d'd° dd dwd) ddn ddm dod d"d� ddn dd dod dnd dud) od dd v�dloNd� PR OECT N O o a wm vi w 3304.020 4735 o F 0 m °° � o N O n l � ( T0� o 0 z .m teN m m an � i G 66 O 0 ��d � D O O 0 O poon DRAWING NUMB. ERo mNM � mo ^ � bU � bU 000 � � co m OpO O w D ww ^ n r � dddd dd m dr0 nr dd dd d d _ R-21 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+DO 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 STA 14+74 5.5'LT mo INSTALL 8x6x8 TEE ST 11 +7o 5 LT --- - -' - - -----MT2-+03 IN$T4 81 A -JN67ALL-FliYD-ASS�L20' LI- ITE VLV- STA'1B+46 5.5'LT <� v STA 22+18 5.5'LT SOLID SLEEVE W/14.5Lf OF 6"OIP - - -INSTALL. x&xB TEE _ -_ _ INSTALLI8x6x8 TEE N z STA 11+19 "*LT 60NNECTION�A.a.) ��AIYb ASSY 20 u - - - - INsTAti--FHYO-A9SY-26' LT zJo� so INSTALL 8" GATE VLV. - -- - - _ _ - r ALLht R W/143LF 9F 6- BIP -STA 18d5 S.V0 -Wj14.3EF OF a,-Dip STA 12+23 5.5'LT INSTALL 8" OATIE VLV. - -- - if INSTALL 8" GATE VLV- >>c V 41 M U > U U U � _ >UIr Ir U n o �u "'� n M •- .- r�i r�i n � � � y \ d I e a a I Q �vwi� W j' + + O O N N M M d Y] m ,p n m m + -_ - - -- ---- � - 00 + + +p + + + O 5 - Lw- 777�- q O ' --� -- 8 -- - - po { + - p o T 1 cr f 10 p O N + + n N 'O N Cy IA Cn N VI I Q Q I �1 N VI < STA 11+54 5.5'LT(STAFFOR ) EQUALS STA 4+28 5.5L ) C STA 18+86 5.5'LT(STAFFORD) STA 19+11 5.5LT INSTALL 8" - - - - - - A.��+14.�.5'LT�iAFFORD) t� - - EQUALS SIA-O+Il6 5.5'LT(8RIS81N) INSTALL fl GATE,VLV.- STA 22+59 5.5'LT(STAFFORD) I - - STA 11+79 5.5'LT STA 15+39 5.5'LT INSTALL 8'TEE EQUALS STA 4+-26 5.5'LT(. E STA 4+26 5.5'LT(WATERS) { INSTALL B" GATE VLV. INSTALL 8" CROSS INSTALL 11" GATE VLV. F, q"1 F INSTALL B" TEE r z T W ql U STA 9+94 5.5'L1 n r�•� L�T� n � REMOVE EXST. B" END CAP J 1 A1'I'OliD AVE. TEMPORARY 2"BLOWOFF W 33' TB - BC 1b = CONNECT TO EXISTING WTR W I ( C 2 Si loll MAIN w/ NEW B" VLV. m ^ C FITTING WATER FITTING STATIONCOORDINATE NORTAHBING FASTING FITTING WATER STATONCOORDINATE NORTHING FASTING SCALE 4 EXST. END CAP, NEW VALVE_ 9+94 734.11 679.21 HYDRANT TEE 18+46 1585.98 692.97 8" VALVE 11+19 859.01 679.50 8" VALVE 18+51 1590.97 693.07 ~(x 8" TEE 11+54 894.51 679.68 8' TEE 18+86 1626,47 693.75 w tg 8" VALVE 11+79 919.01 600.15 8"VALVE 19+11 1650.96 694.22 HYDRANT TEE 14+74 1214.04 605.82 HYDRANT TEE 22+18 1957.98 700.12 HORIZ: 1" = 50' 11" VALVE 14+79 1219.04 685.92 B"VALVE 22+23 1962.98 700.22 VERT: 1" = 5' ` 8" CROSS 15+14 12:1 886.60 8" TEE 22+59 1998.48 700.90 1 1 x 17 H O R I Z: 1" = 1 O 0• $ B" VALVE 15+39 1279.03 687.07 a 4785 1j-*J7 VERT: 1" = 10' STAFFORD AVENUE I TYPE A TRENCH BACKFILL D rj CORD DRAWING 47so TYPE 1 PIPE BEDDING STATION + itlJ DRAWING 4780 9 94 TO STATIC 22+59 a INSTALL 1265 LF 0 ry 4775 - STA 11+19 5.5'LT CLASS 51 D.I.P. AWWN C151 4775 u ` ASPHALT - INSTALL 8" GATE VLV. - - _ HYO BUR, LINE r� Z Q 47,U.16 4771) _ 4770 1iJ Q Z a EXISTING Q - HYD BURY LINE z n ROUND - - 4765.62 MAX TE-4763. _ LZ w 4755 7- .< - _ 4755 o - -- - - V) l H D BURY LINE Wd mm 'mm i MAX TE= 758.79 ` _ 4760.09 - 74760 J d° STA 12+03 - - - - E_ -• _ 4760 V7ja r- ±Q + - J SOLID SLEEVE Tn ti - ----- - 6.5' MIN. COVER -JS >v~i ±F CONNECTION (A.B.) ` p a Co �I N a. a °x + - > MAX TE=4753.26 °i 4755da z �� =1Q - -- - '� in> - --- - - _ 4755 w Q ii- I m O � Ni F- d - NJmb no �,� -- ------ - -- - - vi. 3 °x., m 'I Z `°� ma mmm+� LJ a j �m m m m m m _m. mil m m m m m m m era m m ¢� a 2 <;,v a~ - _ ., F-W _J 4750 SSa aJI d_ d d d; mz_ N �n1„dz_ m m m m �� J� F X� VU $ -eg,. - ry m v,ZSN < IDbuNim J w _ .>..�1 III $ e ,^o �' :o h ni a 'v +m 4745 y 7 4 . a, a � T IL 7 'ITi P: G i a li'17 'IT ~ a r „ 1•, N a cv W Q ti }{ Y ? Q N N 4745 w Z O �J - OI O O O O' -O� O O O' O O O O C O O O IJ .-I IV l W uF 1-4 F- f- F- Z r RRQO = o m'AZ n d Vit m ma a a< a a W z IE CT NO. 3384,020 O N / NN Off Nn O1A m� M�j m'�n f�N NN N� O� my �N NO O'm f�lp d'.f NN OO �m /nd nV^nd �drod adnnd N<rnd �Nrrd N�^rd �I nrd Y�rd ��'�rd yn1d� d•nod a<rt` Odrr <rrd �nd d� Ala �rrd anY �rnd �rnd Odr emnd e-q ned a0rd �dr a� d'R mo mamn mur7 r <r n dNr �r dI� n - SHEET NUMBER Im O O O Nn x � d,p d OOO W p mm dm „.j N g4 d M bM b� ��m0w w 0In 0a dm < m n DRAWING NUMBER = - 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 \� STA 15+86 1.81T _ _ INSTALL 8X6X8 TEE, ! I Lis 0 ti INSTALL FHYD AS" STA 15+84 221T :� rz Jo ❑ W/18.31-1` OF 6' DIP r� I uwz ou 6. ER STA 13+48 3.911 INSTALL 8" GATE VLV. tn\ W STA 16+48 2.9'LT 2, W - ,p 2 T T v1,4C STA 24+23 5.5'LT ? d s h S A 14}50 5.6 1. _ INSTALL 8` GATE VLV. _ F INSTALL 8X6X8 TEE, �a INSTAL.!.;8" ip.25'-BEND v " �'' ° INSTALL FHYD ASS'Y 20' Ll 0� v l n D 01 I U W V n W/14.5LF OF 6" DIP _ z 3 C1 11141 STA 19+01 5.5'LT I S T 'STA-15+99 2.21T - w �. INSTALL 8" 11.25'iBE N _ �x� = INSTALL 8' GATE VLV. z _- STA 23+58 5.5'LT I m �- - _ + + INSTALL 8" GATE VLV. N STA 15+93 2.71T STA 17+24 5.6'LT v - / --_--_- _ N N ❑ INSTALL 8" 11.25' BEND F� INSTALL 8" 11.25' BEND m - 4.O'LT --- _ - + STA 16+24 3.7'LT(CLIFDEN) INSTALL 8" 11 T3�l1fY� m �'- N ----w4 V EQUALS STA 9+62 5.51T(WATERS) NOT INSTALLED (A.B.) - I a 1 . o - + W w + W I w" + INSTALL 8 TEE --'- o u •STA 1'4+07 4.1'LT _ INSTALL 8"GATE VLV. w - > i - ' o- x CLIFDEN DRIVE - - -- _ ❑ 0 6y STA 13+03 4.B'LT(CLIFDEN) (33' TBC - TOG) STA 19+68 7.6'LT ¢ �y EQUALS STA 10+31 5.5'LT(PERRY) INSTALL 8X6X8 TEE. INSTALL 8" TEE _ INSTALL FHYD ASS'Y WATER FITTING COORDINATE TABLE STA 19+69 18.9'LT M FITTING STATION NORTHING EASTING W/11.3LF OF 6" DIP o n N STA 13+72 5.51T 'o n M o 0° M o m i i❑i O1 INSTALL 6" 11.25' BEND 8" VALVE 12+31 875.41 1337.17 + + + + °' d o m N n 8" VALVE 13+48 974.46 1275.11 STA 19+73 7.4'LT N w N N n + + + + STA 12+31 5.5'LT INSTALL 8' GATE VLV. N REMOVE 31 5 8" END CAP 8' 11.25' BEND 13+72 996.25 1262.08 ¢ F ¢ ¢ ¢ ¢ "m'� STA 19+99 5.51T rn B" TEE 13+83 1006.24 1259.30 rn rn y '~^ to a<i �' g da TEMPORARY 2" BLOWOFF INSTALL 8' 11.25' BEND I R CONNECT TO EXISTING WTR 8" VALVE 14+07 1029.50 1250.98 STA 23+94 5.5'LT(CLIFDEN) MAIN w/ NEW 8" VLV. B' 11.25' BEND 14+50 1069.88 1236.53 STA 20+09 6.0'LT(CLIFDEN) EQUALS STA 10+54 5.5'LT(F9S+ER) STA 24+18 5.5LT Z F=g HYDRANT TEE 15+86 1205.95 1222.50 TEE EQUALS STA 6+21 5.5'LT(BRISBIN) STA 20+34 6.3'LT INSTALL 8" TEE�Mx INSTALL B" GATE VLV. INSTALL B" - ( 8'VALVE 15+89 1208.73 1222.22 INSTALL 8' GATE VLV. WATER FRYING COORDINATE TABLE 8" 11.25' BEND 15+93 1 1212.98 1221.78 FITTING STATION NORTHING EASTING B" TEE 16+24 1244.24 1222.38 A B 8" 11.25' BEND 19+99 1604.40 1319.66 w 4 SCALE 8" TEE 20+09 1614.43 1319.95 8- HORIZ: 1= = 50' 8"VALVE 16+48 1268.67 1225.81 8"VALVE 20+34 1638.92 1320.67 VERY. 1" - J, 8" 11.25' BEND 17+24 1344.16 1238.97 8"VALVE 23+58 1962.88 1327.69 1 1 0 7 HORIZ: 1 = 100, 8" 11.25' BEND 19+01 1509.051 1301.86 8" TEE 23+94 1998.38 1328.37 HYDRANT TEE 19+68 1574.10 1314.00 8"VALVE 24+18 2022.88 1328.84 S 1107 VERT: 1" = 10' 8" VALVE 19+73 1579.02 1314.92 HYDRANT TEE 24+23 2027.84 1328.94 S CLIFDEN DRIVE TYPE A TRENCH BACKFILL vr„ ~ TYPE 1 PIPE BEDDING STATION DRAWING oN 12+31 TO sT ION-26+oQ 4775 W LF OF 8" HYD BUR LINE CLASS 51 D.I.P. A�A C151 47 1.29 STA 18+-93 3 -" x w ❑ w SOLID SLEEVE (A.B.) a $ o HYD BURY LINE_ MAX TE=4764.46 - - _ 4766.57 M Z ASPHALT C F I_ _ HYD BURY 47 3.40 4765 W Z EXIST G NZ•m ol� T- J Fo MAX'TF=4759.74 - _ GRO D Q +W J m m in W a ao l d __ ___ __ �-> 6.5' MIN. CO R uim n ° 3/(ill NX VI +� Mao M T� 77 7- - -a n +m + ,o w m i�w o - _ MAX TE=4756.`,7 to fq ' ' Z.. H CD N N dvl -.vivl Za-v�i ¢� �� I+o ui +N - - - > _� �� > o o n n 4755 1,n > H F- Z F- VI J 10 ^ n t J W jJJ HW > N ul _ N <¢ m J Olm f J O �I N> JW W Z Z_ 1-f ON J .< +a0 +J u;i a0 N w N _ N Ntn W ¢ co ¢ v'Z ~zF _>-~ Fz +� + 1750 (/') R' U : m 61 NN <' aV) o• � � � m m m to z W 1745 o q bI _, i4I ao' ao. m 4745 t' Q- � (�aVll '<Y <_ <,� a �I ♦<, IT, d a m� m ci m m r� m m p_ o ,^ d' ;� < < a �< < < d LIJ a s g > � T Y Y F v r Q � 4740 a a g a d a d a d a,a m q @� Cn 3 I7 Y T T T 3 4740 > w W- b q W d o g� o' o Z J i 1.4CD W Z Q .+., m_ ± W vl 9 W b 1 ^ '6 `p W u. }} ta. ++ o n Y 4 Cn n - N + v N m S _ ~ < a < < Z < < W < < < W < < Z ¢ < < < < <' ¢ 4735 y w n y rJ h u in _ _ -___ rFn_ h !- 4735 3384.020 _ SHEET NUMBER mMnn lndp nNnn,ndf� MNnn MMn n�n'l nNM Nnn(nVMn Onn=oMnn ann0 nn mnnnN Nnn nn Nnn,MNnn anm,nna nlno,na �n�n n^1n0 InO nIO Mnnn mnnn �nn0Oa0 ^nnO= nn0nO= MnOhn CnOOnI nNn�n OnMnd mnNn0 nnd ^nm ^0n1 nnn I`ln° nOn mn Nn�n INMn a`On n�n nNn NI`.MSn �nO0n Nman W�na n.din0 n.ndfl 'QNfn ID Mn niNtMn� MnMn �_NM �nN oNf dlNp N� �homt�o �NO O N ON ON o m w:� a,daIO16 �w 66 ry.j ".j No y t�cDo do n nn n nn nn nn DRAWING NUMBER n n fn a,n an d-n do fln f d d a d f f a' f ad df d'd of d.} ad da dd df 'Qd df `Ea ad as aa fd dd da dd da df ad fd dd dd as da as dd dd dd dd ad ff d dd dd dd ad of ad dd da da a a a d f d a a a a a e a •a f W`2 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 I (NO]TE�:,AdLLSEWER SERVICES, WATER SERVICES, ANDTENSIONS TO COTTONWOOD COURTn ADMINISTERED UNDER SEPARATE CONTRACT. STA 0+25 miwgc K � ¢ STA 3+59 5.5'LT INSTALL 8X6X8 TEE, z�o� Z +05 MM s S IN TALL B" 45- BEND INSTALL FHYD ASS'Y 5' LT Y ao�4 t. �.1, l'DEN ROA= EQUALS STA 0+00 5.5'LT(:NE )� rn cn m IUi1 ( ) o ou STA ( ) > > 11'/5Lf OF 6" DIP u� F N d•to m STA 54 X-C 1W > In>>e i� (33' TBC - TBC) p I INSTALL B" T o + N( 27+26''', u e + ENEBOE AVE. � STA 3+00 6.1'R7 STA 0+36 N) I- o a" a INSTALL 6" GATE VLV. STA L B 90' BEND „ L „ -- -- < �33f`TBC - T_BC) - N _-. _- N WITH 6"xB" REDUCER -- � - -- A 27 26 5.5'LT(CLIFDEN) _ ON SOUTH SIDE. E UALS STA 3+54 (X-C 1 W) --_ -- /� ./��p I bTALL�B" 90' BEND W I W I w+ w F---}- - t - H- - �A_ /YY 0- zm� ST 27+16 5.5'LT - .- - r- ---_-�-fR o " �' t�A �F�wwI - y " c+ + INST 8" GATE VLV. a - - - - - °1 o o z e m I A 3+71 fp1'RT o w o o _ __ STA 3+38 5.5'LT(ENEBOE) FMQVE EXISTING HYD. cr - - -- - STA 0+30 5.5'LT QUAILS STA 0+00 (X-C 1 r '1 & TA AUXILLARY VLV. INSTALL B" GATE VLV. I INSTALL 8" TEE I STALL 8" 45' BEND 0. N W + I + + I STA 0+00 (X-C iW) s G._ p _ �_ I ---c EQUALS STA 3+38 5.5'LT(ENESOE) �i ^�. I m c7 1 INSTALL 8" TEE o+ + +- I $ N - N W y w > n ran z s `a_ o � + + N N STA 27+21 .! L1 ALLEY 12 g INSTALL'8X6 bTEE I I i o. on INSTALL FHY0 ASSY 20' Li W/14.5 F or 6" DIP I rc�rcrc a rn 5 � - RECORD DRAWING -� SCALE gg WATER FITTING COORDINATE TABLE WATER FITTING COORDINATE TABLE Q wg mLL FITTING STATION NORTHING LASTING HORIZ: 1" = 50' FITTING STATION NORTHING EASTING tom-. yygg 8"TEE 0+05 1990.44 974.48 VERT: 1" = 5' B" TEE O+GO 2330.86 980.87 8 go 8" VALVE 0+30 2022.94 974.95 1107 HORIZ: 1" = 100 HYDRANT TEE 0+25 2330.86 1006.28 y WATER FITTING COORDINATE TABLE 8" TEE 3+3B 2330.86 980.87 1107 VERT: 1 B' 45' BEND 0+36 2330.86 1016.38= 10' �_, FITTING STATION NORTHING FASTING 8" 45' BEND 3+59 2351.96 981.28 8" 90' BEND 3+54 2330.80 1334.76 24 e B" VALVE 27+16 2320.80 1334.57 8" 45 BEND, 8" VALVE 3+71 2363.33 993.10 = HYDRANT TEE 27+21 2325.80 1334.67 8" 90' BEND 27+26 23. 0 '334.76 S CLIFDEN DRIVE ENEBOE AVENUE X-C 1 W TYK A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4770 TYPE 1 PIPE BEDDING 4770 4775 TYPE 1 PIPE BEDDING 4775 4775, TYPE 1 PIPE BEDDING 4775 STATION 26+00 TO STATION 27+26 m INSTALL 126 LF OF B" Y m m CLASS 51 D.I.P. AWWA C1151 4765 4765 4770 _ 4770 4770 �'1n STATION 0+05 TO STATION 3+80 HYD BURY LINE IN ALL 375 LF OF B" - STATION 0+00 TO STATION 3+54 Q W 4759.52 ASPI lAt I CLASS 51 D.I.P. AWWA C151 INSTALL 354 LF OF 8" - M Z Z 4760 4160 4765 4765 4765 CLASS 51 D.I.P. AWWA C151 4765 W Q Z - - cf) U w t5' N. COWER _ Q �MI EXI ING - FINISHED = gg GRADE U z 4755 MAX TE=4752. UNO g755 4760 ASPHALT _ 1 4760 4760 ! 4760 I J4 HYD BURY LINE _ Z Z o 6.5' MIN. COVER -' _ 3 (A.B.) _ _ - 0 4750 4755 _ _ 4755 4755 - 6.5' MIN. COVER 4755 (n > w w ��'I EXISTING EXISTING f r GROUND > 0 Q I J W GROUND MAX TE=4749.58 m m g w o ry w o 4745 - ~� ^J �i! H1', 4750 �^� - _ _ 4750 4750 - 4750 (n w Zo z r QJ, om miu a w w + o� Qp+Q + LJ o vriN di N� Jz ff>� o+ 4740 0 4740 4745 - - > o z r- �m inw in z 4745 0 o m 4745 ppa m pm 1 UV UkJ N M� h� nTa$� Ckf O �X NZ J J J Z W cP 4735 _ .- _ o -. 4735 4740_ _ -J __ m z_ a a e ¢ n 140 4740 4/40 7 w J W W W w W N to z U Zr ? vQ OZ ZX z o T m J Z Na Z Na 2 10p.� N a; <, Q PROJECT N0. 4730 w cW., 4730 4735 w 0 _ 3 R-'0 4735 4735 _ w m v 4735 3384.020 mNr,m-p M°^ryif^�1 nO m mr N r On^ r^ r M r O mt`O°rJ o r7 nr^ m1n7 r nOfm1�nMn rrO rM jvr) ^ n ____ M m m n m N �mp SHEET NUMBER O 0 .66 n � 4j e ° Ommwn u vi v N 0 n � u �0 v0 � 0 DRAWING NUMBER 26+00 26+50 27+00 27+50 28+00 0+00 0+50 1+00 1+50 2+00 2+50 3400 3+50 4+00 0+00 G+50 1+00 1+50 2+00 2+50 3+00 3+50 - i � OU >_ n, WATER FITTING COORDINATE TABLE x 3 FlTTING STATION NORTHING EASTING l 8" TEE 4+26 894.51 679.68 y 8" VALVE 4+62 894.43 715.39 cqALL,Y 9 8" 11.25' BEND 7+62 903.13 1014.26 i7'� y HYDRANT TEE 7+71 905.78 1022.64 '9 n > `o STA 10+31 5.5'LT(PERRY) 8' 11.25' BEND 8+81 938.38 1125.75 V n N Z% Py'r j,�I nv p -EQUALS STA 13+83 4.8'LT(CLIFDEN) 8" VALVE 10+06 994.82 1236.81 _ .G��R STREET INSTALL B" TEE 8" TEE 10+31 1006.24 1259.30 p� A 431' TBC - TBC) 1.1 {t r� y X In I I U Y l ' STA 4+62 S.5'U K O � INSTALL 8" GATE VLV.j s 0 o m + -" o STA 10+06 5.5`LT ^ - ----- �. INSTALL 8" GATE VLV. 0 +w - IW +__- - - --* U p STA 8+81 5.11T � INSTALL 8" 11.25' BEN❑ U2 N •N "m � C� \ � ZU�� Z � A +26 5.5'IT(PERRY) 4 +I �- - n _S STA 11+54 5.5'LT(STAFFORD) a < al \ 5 In I LL 8" TEES STA 7+62 5.61T - STAL 7 71 6.516X8 TEE, w Y` INSTALL 8" 11.25 BEND INS-FALINSTALL FHYD AS5Y _ SCALE 0-4 STA 7+70 19.Q.LT- HORIZ: 1" = 50' o W/13.SLF-Or 6" DIP W , _ * � VERT: 1" = 5' .ALLEY 6 ___ - 1107 HORIZ: 1" = 100' 5 I I T" 11x17 VERT: 1" = 10' � � L11 JL g PERRY STREET RECORD DRAWING TYPE A TRENCH BACKFILL - -- -- n 4785 TYPE 1 PIPE BEDDING 478 �1 STATION 4+26 TO STATION 10+31 ao a 4/HU ---- INSTALL_602 LF OF B"II� -— 4780 a m o -CLASS 51 D.I.P. WA AW Cp51 - I Q n`.IIAI-- HYD BURY LIE N 4775 4,�� L'-I Za f � a � _ _ S 6.5' MIN. ExiSTIN GROUND Z Z O W 4765 J� J Z .c _ ~ J>J Ci '0 m 'O tO `W --J - Q N u� a n= mN p� Li Mo 4760 V) W d + d <Z C NN 2f< d f- z LLJ r - Z_ V1 Z N - �y - 4755 4755 m < H v J 147504750 W W o q° ww ° o of 0 0 0 0 N Z C Q Qy _ o z� r v ml P z< a �a < <I < < a s a < < a a a 1 n!. cWi ,�„ w' � ui_ m � � -- y I � _ � H- ti 14745 HBD4FCT rvo y 33B4.D20 n N N n o N u) n O N N n o d m io d m �o v1 _ SHEET NUMBER ulry utd nm O.m 00 �N nM d� m� n^ mm vJo u)o ^W �r M� Mul Nd �N O� 001 0!M hYl �"�-. nCN "� Fig ni n ^n ^n ^n n ^n^ ^n DRAWING NUMBER d W-4 4100 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 I maw a z- � 3 `_ / tVil �Zo 2 --/@ WATER FITTING COORDINATE TABLEALM, �v'&� � FITTING STATION NORTHING EASTINGw � j 7 �� " TAPPING TEE h VALVE 0+54 1261.68 315.28 I HYDRANT TEE 1+ 12 . . 0 WATERS! STREET 8"VALVE 4+01 1255.01 662.10 (33' TBC TBC) =`8" CROSS 4+26 1254.54 686.60 ? d w a STA 0+54 5.5'LT(WATERS ! 0.-. z o s B"VALVE 4+61 1253.85 122.09 'INSTZ +21 5.5'T(COTTGNWOOD) I a 8" VALVE 9+35 1244.74 1196.00 7 ING TEE h 8` GATE VLV. I " _ >- >_ - c� _ 8" TEE 9+62 1244.24 1222.38h = s $f cr 4+26 5.5'LT(WATERS) I ` } ' I STA 94-62 5.5'LT(WATERS) + EQUAL VA II +14 5.5LT STAFFORD O1 d ( ) rn b N M I EQUALS STA 16+24 3.7'LT(CLIFDEN) -- INSTALL B" CROSS u+i b n n aD b+ INSTALL B" TEE a + I -w-- - ww N+ N-� -- - -- In --� -- — _ p STA 3+188 - 1- 0 1 - _ { - +o _- I �' — - t w. - > z CONNECTION (A.B.) _- c3 - > > 7 U & q r STA 4+01 5.5'LT m -- - p I '1I15TALL 8" GATE VLV. STA 4+61 5.5'LT 1 STA 9+35 5.5'LT INSTALL 8` GATE VIV. I INSTALL 8" GATE VLV. O I N ; O + .N Oml IGGoI I C7 0 In ¢ m STA +20 5.5'LT rnl -- --F - a a �y INSTAL BX6 8 TEE, I _ _^ -N N W INST FHYD ASS'Y 20' LT W/1 .5LF OF 6" DIP 1 --- 'z 4,$Nn z I I I - w - ---- - -- —_ s1 it i I I e - -- ---��a�-s— - SCALE .—. HORIZ. 1" - 50' VERT: 1" = 5' 1 1 x17 HORIZ: 1" = 100' as 11x17 VERT: 1" = 10' ; Q� a WATERS STREET TYPE A TRENCH BACKFILL CORD DRAWING v n TYPE 1 PIPE BEDDING 4780 STATION 0+34 TO STATION 9+6;1 INSTALL 908 LF OF 6" ; � o � o CLASS 51 _D.LP. AWWA C151 4775 ASPHALT I i Q M z Q 4770 _ .. EXISTING 4770 W �- HYD BURY LINE4766.74 _ — — GROUND — O 1'. Y _ _ L _ 6. M . 9V _ _ _— <� � 4765 STA 34 88 - �4765 SOLID - -t NNECTION( B.) AX TE=4759.91 - - - O w w F F > - r M 4760 V) > af 4760 H In in O m m In 'n G0 uj V b uD Go N -'w> Jw ED m av wa Q 4755 i0 4 755 Na 00 z + w3 F- O N Lij �.0tn 4750 .. .. .. -. _ - - - ,. _ .. --- also �� m �m m - m m m- m m m m m m m m m m m m a Q Q y� a $ uu ,�}o �y e Ve �� Q w <e V� 0e p$ y$ y > N T II II 11 III J II II II 11 Z II II II II 11 II II J a 4745 a y y y 4 y ,y, d d. qi 4 L� d d d q a. d q d a:. d d o 4745 > w O O O O O O; w O O O Q„a O O O O Q O O O O O O N 1- Z F p J o K G O G M =1 m a a s a z a a a'I a s a a a ! a a e a a a z PRaEcr No. ' 4740 oF'i w� m'i H � ~.� h v y I-n Ih y n �I 'i'l "- -- h _ `� --`-n G� 4740 3384.020 -I-- 1 -- - - - I ,,, , n m NO nb dM Nb m� WM MM rrn OIM IA O.N Oln mM rn01 rnn O" m rnO mild Mb Nrn b� bld mb .-rn r Od O,b rnrn Om m ,.�M MHO n.- bm m n.Nn SHEET NUMBER Gp b b M O In 'O d GO ^O M m b GO O �N b m rn O N M d �[1 'm rn O f 0 rn �m b M m rn u� b b bb bb bb tbOb �n 1nOb t^Om �m IO 01 �� Oi �rn � GD w ^rn �O �O b0 b0I� b0 bj. bl� br br b^ bn b'r br bN br b^ b^ bl^ bf� mf b0 b OD Ob n n nn nn rr rb n� Ian nnnn � nn <r do +tom ar do Ya ndn an �n as do an yr do pn �n din dnd dr <I odd DRAWING NUMBER di d did dd dd dd dd dd dd dd dd d did dd dd dd dd dd d dd d d d W-5 Q+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 9400 9+50 i zQ �J K'�zo Nz z o S ou BRIS IN ST#EET r , - fL z STA EQUALS S 5.20+0 6.0') WATER FITTING COORDINATE TABLE EQUALS STA 2D+09 6.0'LT(CLIFOEN) INSTALL 13"TEE FITTING STATION NORTHING EASTING h A -0+06 5.5'LT(BRISBIN)' - I ' I ' I 8"TEE -0+06 1626.47 693.75 UALS STA 18+86 5.5'LT(STAFFORD n m n m 8" VALVE 0+30 1625.79 729.24 INSTALL B" TEE + + + + a a a N < + HYDRANT TEE 2+6fi 1621.26 964.85 B" VALVE 5+97 1614.89 1295.93 w v~i N T B" TEE 6+21 1614.43 1319.95 + - + w + w I _ + rr.�w •- — WV Z' Z_ O o V STA 0+30 5.51T ir `----- - -- - -- - --- I --- i INSTALL B" GATE NLV. 1 ' STA 5+97 5.51T m 1 m n m n INSTALL 8" GATE VLV. g F o g m T'` < + + n d + i EM - - Lo _� F a a a a a m t o I U t J STA 2+66 5.5'LT ' ;7, ay FINSTALL BX6 8 TEE, INSTALL FHY ASSY 20' LT W/14.5LF OF 6" DIP SCALE HORIZ: 1" = 50' R ;-- - _ % VERT: 1" = 5' y 11x17 HORIZ: 1" = 100' < = 11x17 VERT: 1" = 10' � o BRISBIN STREET RECORD DRAWING TYPE A TRENCH BACKFILL 4775 41 5 TYPE 1 PIPE BEDDING --� - ` • m m STATION Q+06 TO SWON 6+21 3 a INSTAL 627 LF OF 8" o 4770 CLASS g1 D.I.P.AWWA C151 477o a HYD BURY LINE ASPHALT 4766.90 a M z TSTI.Nd a Q765 l ~ O COVER— MAX TE=4760.07 4760 4760 _ _ — - i I V7 H _ — Z z -I fw" _F O w 4755 N > z 4755 0 1 N� N• �m 01J Nm NOS �< bm m m + (n 4750 o N z _ z EE N v - 4750 V7 W m 1 G Z - - 7 Q U) - �— wZ Ld 4745 4145 -- - _ m ® m ai m m vi m m m L-- J Z 4740 I'I $ T lY lY 4740 > N w w •' a ..i ..i ..i `i .� .; m m c3 o $ Q h • N o 5Q� N d a < < < < < < < PROJECT N0. r~i) E- vFir~i� iJ 4735 3354.020 -- SHEET NUMBER �n m�0 rYmf mlw m0 p0� NM n� n� nl',e nGD NOdi tV0 d� hM r�l mo O!N �n �N O� mp an n� m0 �O n)p n� nr n',� nn nj^ nr nr do din On nr n6 nip n)p m v! m m ill ,p vi m m o w m m m o o w. �O t0 m m TO )p )p m m b )O ip m �m nu rm 1�fD �m nm �^ r'p 1� r1O riO nfO n`O nl'� r1O r1D ''O 'rD T�1O r1D nm n'p �m r d r d o a DRAWING NUMBER a a a d d d a a d d a d d a a d a a a - - W-6 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 i 3 mo66 ==o _ 0 � WATER FITTING COORDINATE TABLE a�rc8 0$ STA 4+62 5-5'L7 I _ FITTING STATION NORTHING FASTING NOTE: ALL SEWER SERVICES, WATER SERVICES, AND INSTALL 6" GATE VLV. _-- A= - - __ - ' TAPPING TEE & VAL 0+55 1998.55 329.50 WATER MAINEXTENSIONS TO COTTONWOOD COURT CONDOS T BE ADMINISTERED UNDER SEPARATE STA 4+65 STA 7+40 5.51T I ' 8" VALVE 4+02 1998.49 676.40 CONTRACT. INSTALL 8" TEE INSTALL BX6X8 TEE, �- I -_ B" TEE 4+26 1998.48 700.90 b33%y��yrr STA 4+26 5.5'LT ti r� EQUALS STA 22+59 5.5'LT(STAFFORD) STA 4+65 INSTALL FHYD ASS'Y 20' LT ;i 8" VALVE 4+fi2 1998.48 736.41 owa INSTALL 8" TEE INSTALL 8" GATE VLV. W�14.SLF OF 6" DIP I I I II II 8" VALVE 6+75 1998.44 949.97 B" TEE 7+00 1998.44 974.48 o r� I I BEM1R1t1� STA 4+02 5.5'LT P Y o INSTALL 8" GATE VLV. I STA 7+35 5.5'LT 8" VALVE 7+35 1998.43 1009.98 fy z x �R STREET INSTALL 8" GATE VLV. Y 4, 3 p u HYDRANT TEE 7+40 1998.43 1015.26 (33' TBC - TBC) p Ci a o STA 7+00 5.5'jT ) a -"N - I�--- N ; B" VALVE 10+29 1998.38 1303.87 INSTALL B" TEE EQUALS STA 0+05 5.5'LT(ENEBOE) _ B" TEE 10+54 1998.38 1328.37 A 0+ LT(FOSTER)MMR►� < <^ z w STA 5 5.5' '� 3 a EQUALS�STA 22+58 5.5'LT(COTTONWOOD) F o e 3 INSTALL 8" TAPPING TEE & 8" GATE VLV. i w _ STA 10+29 o a s e N m n - INSTALL 8" GATE ATE VLV. o + + + + n m m rn STA 3+52 +3 v~i oo_ _ STA 6+75 5.5'LT ___ _ 3 ----- -- - -- -- - -- - - m IETSTALL ✓ GA VLV. - --- 'O o - INSTALL BrGATE VLV. - N o 61 - - f - EIMMKJ� - + 'LT(F9STEil) a - + STA 10+54 5.5 a o O W o o - 3 0 o �,' EQUALS_STA 23+9.4 5.5'LT(CLIFDEN) N 8" TEE - STA 2+52 5.5'LT v=i I rn 14TALL 8" TEE O i + + + + + + In I Z�Zi 0 4 s zu V~al I V) -_�j rn I ' I c) 3 Q L SCALE I - _ HORIZ: 1" = 50* x VERT: 1 = 5' - m 11x17 HORIZ: 1" = 100' D` sit BEMSIUCK 11x17 VERT: 1" = 10' �� g FOSTER STREET TYPE A TRENCH BACKFILL R%J1vp-JC(?R1) D ING .1 TYPE i PIPE BEDDING 4775 in d I. 3 rc 4770 o u a a m a STATION 0+55 TO STATION 10+54 -- -- - INSTALL 9" LF OF B" - -- - - - "' M Z CLASS 51 D.LP. AWWA C151 Q 4765 � HYD BURY LINE _ Q m II 4761.96 ASP LT 4760 4760 -I*" TF-4- Z -~ I w i g w _ EXIST7I�G 4755 V7 W o 4755 GROUp10 _ J> JW Q d '-_ - __ m dm 4750 r w J> �m� N _.,,mi _ 0 vim ---- ---- _ - - - - 4750_ (n w Z: ir-• J>> in �n 'vl m o m r p0 HW> Lul3O v)> Nm Inm NWZ +J O+m + +m .-Z !< Nm b J ('no WO mF n J n nJ ~- ~N W > W N m J ~~ N Q <a Vl NZ_ vizor IN�o o+Q aJ <� amx �z Nil N v0z 4745 4745 v�i-adr 'a-. - - z_ iJW __ _ o+a mli dew NZ lu~i v~iFAd m ml m' m > < al w dm U U a a m N> (AJ r r �i z 4740 u �7 w - $ - -- - - 4740 > N In z JJ W 3 w �. wa 4^ �LLi m^ > j O W W y; Z 4 Z m QQ Q i m Q + $Q$ ppp J T a T 1 n m W < 4735 PRQIECT NO. = Z < z 4 <^n < <v < < 3384.02D wz 4735 t�i� ti _. _ - - --_ --- _._ n o N N n m N d in rn d m rn n o m n o N N'� r o N P m n o N n n o N n o N n d SHEET NUMBER N n d0 NN OM and m,N N,p O1m dOl d0 v)� d'✓1 �d T.� IOm dm NOr nN Oill Ofn Nm d0 ul� mN m„l rpm v)m Nn mm No mC mN On Oi0 mm 'ten �m n0 m� dN m"J ��n n n Jn-tl mnd nd n.t. md nd d nd dd dd dd a•d d dhd dd dd mill n n nd n n mYml Co do an do man aNn anim0 nip In O Nci m aO,ni n0 i,l n0,j I 10 um l � ^ vm m p 0 � f nm 0 m 0 O m 1 0 0 d a DRAWING Mm o� N p ddnA nm add d d d d d d d d d d d d d d d d d d d d'd dd W 7 0+00 0+50 1+00 1+50 2+00 2+50 3+DO 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 i STA 17+39 5.51T STA 23+77 5.5'LT(BRENDEN) STA „+03 ss Lr INSTALL 8X6X8 TEE, BRENDEN STREET STA 20+44 5.5'LT INSTALL FHYD ASS'Y 20' LT (33' TBC - TBC) INSTALL 8X6X8 TEE, EQUALS STA 16+56 9.7'LT(KIMBALL) mi; `J INSTALL 8" 11.25' BEND INSTALL FHYD ASS'Y 20' LT INSTALL 8' Fk!xMdxFt: TEE w/ VLV's N&S STA 15+96 5.6'LT W/14.5LF OF 6" DIP W/74.SLF OF 6' DIP FLxFLxFL WITH FLxMJ ADAPTER y zJ0 o HANLEY AVENUE INSTALL 8' 22.5' & > y N N NTO WEST 0.�3' (A.B.) N�jU STA 14+31 4-6'LT 11.25' BENDS N ! z z`V (33' TBC - TBC) INSTALL 8" GATE VLV, �V ; O w f ¢ I a � z ¢ a: STA 13+70 5.2'LT y 3 � � INSTALL 8" GATE S'ik-T3+51 - - iRSTALL 8" 11.25' BEND 4J STA 14+38 4.6'LT " r m rn m rn _0 d r O =Q' n �' INSTALL 8X6X8 TEE, h o - N z h p 1- _ m - �0 r0 0 n o o w W INSTALL FHYD ASS'Y 24- _ _ y 2, rn-zp 4i� �..__ n n 10 u+0 rn 0 o + + n N x tl W W/15.4LF_JQF�6�-Ifll�� _ '^dp STA 16+a2 7.2 LT z INSTALL 8" 45' h -t- - ^ <. L _ z p r V) a h _ STA 11+BO 5.5'LT -_ � - W� _ � _-- - �i 11.25' BENDS N rn � tn_ _ v1 v1 in v1 1. _ � v� _ vi- --- rn _ WV INSTALL 8*GATE VLV. _ 1 w w w nm t CJ -�- I - - + + -- 4- ----t- - +- 0 0 \SOLID SLEVE A.B. I - i + - 'r w 11 > > > - > > > '- o - STA-7+34- StT - - _ (n _ - l'Z9 1 '� INSTALL 8" GATE VLV. a 0' i NDD+ Ii 1 +z.92 3 ; s+on S A 1 1+60 5.5'LT c C�NNECT TO EXISTING. NLo . 8 END CAP n �• -.o m + + -+ + + + y _ -�N N 1/l (/1 I a � 354'� A i - -_--- - - / - - - L STA 23+56 5.5'LT 1 STA 20+ 9 5.5'LT INSTALL B" GATE VLV. d Q INSTALL 8" 11.25' BEND W Q STA 14+04 5.4'LT(HANLEY) '=W. f 1 I 11 1 I O I I'I F� INSTALL GATE VLV. z EQUALS STA -0+06 3.8'LT(BENEPE) INSTALL 8"TEE 66 rl � _ WATER FFEING COORDINATE TABLE z WATER FITTING COORDINATE TABLE 88 FITTING STATION NORTHING EASTING FTTING STATION NORTHING EASDNG EN R EXISTING ENDCAP 11+60 897.29 1871.85 B' 11.25' BEND 17+03 1392.27 1905.25 8" VALVE 11+80 916.79 1871.89 8"VALVE 17+34 1392.24 1935.78 0 8" 11.257 BEND 13+51 1087.78 1872.29 HYDRANT TEE 17+39 1392.26 1940.78 „ LL 8" VALVE 13+70 1106.79 1870.26 8"VALVE 20+39 1392.09 2240.06 �- 8" TEE 14+04 1140.58 1866.66 HYDRANT TEE - 20+44 1392.10 2245.86 6" VALVE 14+31 1166.79 1863.86 SCALE 8" VALVE 23+56 1391.93 211.11 8" 11.25" BEND 14+35 1170.91 1863.42 HORIZ: 1 = JOB " FLxMJxFL TEE w/VLV' 23+77 1391.92 2578.84 & HYDRANT TEE 14+38 1174.33 1862.fi8 VERT: 1" = 5 - 8" 22.5' &11.25' BENDS 15+96 1327.96 1829.40 11X17 HORIZ: 1" = 100' 8' 45 h 11.25- BENDS 16+42 1376.19 1842.83 2 11x17 VERT: 1" = 10' S 4790 HANLEY AVENUE l BRENDEN STREET TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4./b., TYPE 1 PIPE BEDDING _ TYPE 1 PIPE BEDDING _ _ _ 4785 w� STATION 11+60 TO STATION 23T INSTALL 1223 LF OF 8" ------ - - m d CLASS 51 D.I.P. AWWA C151 a is i1 0 61 4780 u a < o 1- W HYD BUR LINE "CO DRAWING < ASPHALT \ - 4 75.16 HYD BURY LINE _ a r 44 73J2 -- YB�BIRY LINE { 4775 z �772.79 Q � MAX TE=47 8.33- - - - - - _ - - _ 4770 MAX TE=47 EXISTING 6.5' IN. COVER MAX TE=464566 55.96 --- _ - / - -- - -� akn Jm Nr,Z 'n 1p vi GSJ " w �J� rWW - -_ - - --- - 14765 -L--- m Z o � w �J r W - - _- %0 CO ,fl` d j O F J 7 1-UJ _ > � a d _ > ti W d r 'QX _ �In +J nm d d0 J�M J� b JZ N _ + '?F °° + n a�N'^ i0 Z N xi n°p m�o li, " x _ _ ? J o < +i+ ,ri w r: n _ ~ Jn vro <z a �N a'-�� m n� n m m J� •17bp m _ o� +< nJ - -� m - - - rw m '4760 (/.) IX w ZQ J w Q = - ut ai r- d kJ d 0+' n +z a rri''� +o< + --�4_ z n �w�z n � = J <z dI al NN j m x3 F � �r v~i Nz_ - !, c� '� Ma I'do W VI u Z N N + N a z95 _ w m m m m. m- ® ---- �� -m m: m m - N m g m J3o. -- -� a ---- m _14 F z N Q s 4755 < < a < < Jr < < �' <. < < a a a g < < a a < < w F r so to z LJ,J O ro or U U e 1Q D aJ ^ V �S iL i a -A Z �'' n Q �' a i a, a w a d d d d a d =lt d 4750 w n isD o o d + o o' o an d o o o- 6 d - 4 0 - d - - _ r - J J F- f:' i- W [- 1- ~o r D $ Q O f' v�i J Y T �, '* T T of '�+ J CD Z < < <� < r F < < < H F F F<- ia" H'O w PROJECT N0. N 0 4745 338L020 r < N Or r �D uJ In N O m < 'r O �.� r N �O r O O r itl N 'O r x7 N ON OOmSHEET NUMBER Indr nif] ^d NN 0m10rn d0 Yn nN e7 �d M fVrn l0 cM Oil OHO Ofr mo �O O�� r d� d a N Of� m�c, 0 dO1 Nr dtp OiO "'n mN �� 00 dmN� N N N N N O O O� r m m M M M OJ m m m ' ��ri �iri n� �'e n� Dui n'� �� u•i �N ra ra rM rn rn rN r"1 r� n� n� �I nr r^ rI rI rI rN n� r� r� n� n� n� r� r� r� r� `°� `°� loi- i01: JO.n 0 J0� J0, `°^ 10, W, 'ter �r rr rr rr rr rn rr �r nr rr r'� rir rr r� r1` rr rn rn rr rr rr r r r n r r r r r r r n r n r r r r r r r n n r r r r n DRAWING NUMBER da da da dd e.irY ,�� da d� d� da da d� d.� dy dd as dd d< d< d0 d< dO dd dd dd dd d< dd dd dd dd td dd dd dt << ad dd dd dd dd dd dd dd d� .yd dd dd dd dd dd dd dd -- - - - - -- -: - -- W-8 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 i cro" I I ( DO If STA 17+40 SOLID SLEEVE A.B.' - - i - CA'5CAI DE` STREET TBC - TBC) I STA 17+64 5.5'Lh I I U v U v u 0 - - ¢ '�rn Q HEM0�7E EXIST. END CAP c, N N `N' I I OD 0n & LINE TO STA 17+59 s ¢ ¢ _� I ( ,I I ;I G — 3 x a i p 'I STA 27+46 11.O'LT(CASCADE) EQUALS STA 0+00 (X-C 3W) T '^ "'"� - I INSTALL 8" 90' BEND 5 R SPAT K + u+3 - S �J�yJ(�� rn + + { + + + RRNK R Af ki -' 00 rn + I - + 1 + I + -- I- + -+ ._ w + 1 -+ - O + I + o + O O O O O p F _. rc - -- STA 17+59 - m INSTALL 8" GATE VLIV. v w A. c+n - A 26+P2 11.0'LT do - 0° CONNECT TO EXIST. RANT TEE +V N z O N N O W + N ! u 7 N''1,'� TA 23+75 10.2'LT ai ww a Q a I I I Q ONNECT TO EXIST( ENp CAP STA 26+97 1 1'LT i SOLID SLEEVE A.B.) INSTALL 8" GATE VLV, p o wrY,�a N N x STA 20+98 6.O'LT INSTALL 8X6X8 TEE, S INSTALL FHYD ASS'Y 20' Ur WATER FITTING COORDINATE TABLE W/12LF OF 6" DIP < $ Y FITTING STATION NORTHING FASTING p�p 8" VALVE 17+59 092.27 1907.33 O 8 5 EXISTING E P HYDRANT TEE 20+98 894.64 2246.19 EXISTING ENDCAP 23+75 896.61 2523.36 SCALE EXISTING HYDRANT TEE 26+92 897.29 2840.23 HORIZ: 1" = 50' p d & 8" VALVE 26+97 897.29 2845.23 VERT: 1" = 5' 8" 99 BEND 27+46 897.26 2894.06 1107 HORIZ: 1" = 100' O -_- I 1 1 x 17 VERT: 1" = 10' ❑� � CASCADE STREET TYPE A TRENCH BACKFILL CORD DRAWING 4795 4795 TYPE 1 PIPE BEDDING 4790 < 4790 p p ee— STATION 2�+925TOLSTA ON 27+46STATION 17+59 TO STATION 23+75 IN4FyyPIJ`yF8' Z4785 INSTF�.L 616 LF (jF B" - CLASSD.I.P. A TA C151 a CLASS 1 O.I.P. AW� C751 - - - _ _ 4785 W to O 4780 HYU BURY LINE -- - 4778.46 ASPHALT 4780i U7 � � - - - - - - - - - - - -' -- _ — — _ r � Ills, — : w 4775 �tAX-TE=4771.63- - - - - .— — - j 4775� (n j F- z STA 17+40 SOLID SLEEVE (A.R.)' GROUND w EXISTING 6.5' MIN. COVER 0 N m � Q 4770 -- _. _ _ 4770' w ((n 1- a U LJ T_ moa �NwK �gy >4765 ab+N,nwJ�m 4765+ o nF bnW +o+ J UU zo Z N� N J J Vl_ n n I Q N- <O Q 2 O , Z v, a 0 -U a 4760 > d d a. x< a a a i i 'L a: Q - o; co m Q J = 4760 w W F F W N za aQ a Y tl g 4 Y" Yf _ O -1 N m io. a a aE a ap a ¢ a < a a ¢ < <^ z ,�.,� v~i v~i a ,Fi,, m r~n r~i, m ,~i, ~ v, vi'.^. I" 4755 4755 PROJECT Na. 3384.020 dp N� b'N nM d„� db bT N„d� Or Om Wrd dr ^Nn 0^0 m m SHEET NUMBERO2O,nci M - O m bN AbN m mp ^ d m m ten � ^n ter �n ten �b o'� � r om D�ria6 o -6 oo gyO ^w ^O t O r n ^n ^r ^n ^n ^rn ^rn DRAWING NUMBER dd dd dd dd dd dd <d Od dd "ld dd da d,} wd Yd Od dd dd dd dd dd dd da <d d.d dd dd dd dd dY dd 41 dd dl dd <d. dd. dd did d.d �< �.E �O d'♦ d'd ♦d d•Id �a da d - - �- -� --- W-9 16+00 16+50 17+00 17+50 18+00 18- 0 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 _ w3o amui 1 0 I aso STA 14+06 11.0'LT(KIMBALL) STA 16+56 9.7'L1(KIMBALL) ' EQUALS STA 7+04 5.5'LT(BENEPE) EQUALS STA 23+77'5.5'LT(BRENDEN) - - I "'In, INSTALL 8"fi�eAldx = w VLvmrs W INSTALL 8" -TE wj VLV`s NhS �1 A�-+� �_ V�1Vt_/E 1 r`c a,==N/h�� FLzFLxFL WIT FLzM ADAPTER c„ (33' TBC t TBC) TO WEST 0.73`(A.B.) FLzFLxFL WITH FLxMJ ADAPTER I II I U F a IW '� TO WEST 0.73' A.B. W U U STA 23+64 7.4'LT zoo �Q� ( ) o r U U INSTALL 8" GATE VLV. --- a > W > > _ : STA 19+35 ELEITT In �ii u>i•- --- '�fi b o - '^ C - - INSTALL 8X6X8 TEE, I r w Z• o; ¢ W _. _ ACL-FHYD ASS'-216'LT • W/11.2LF OF 6" DIP I ( li � l \ <O + 'N w w w ,, w � «, -_ __ _ __ __ u! _-�.-N�_ -N_� STA 23+70 7.4'LT so I + -+ - - - + + -i - I- - - I + I + r w - -- _w _ w -w INSTALL Bz8 TEE. ---- - k -� ----Q - O O 0 i� ¢ U U cr U u � U U Coro v TO EXST. t' END CAP a a ;'•- --a -a a a a-' a- I - - a � � � � _� z + �+ + F e + Y O + to VI ul, (n N , N'- y w STA 16+86 9.61T � INSTALL.(lx4X8 TEE, I $ u STA 13+BIB 1T,0'L INSTALL 8X6XB TEE, W/10.4 LF OF 6S DIP O'LT I c.i � - INSTALL FHYD ASS' 201T WATER FITTING COORDINATE TABLE--� W/9.0 LF OF 6" DIP STA 19+12 8.8'1-T(KIMBALL) FITTING STATION NORTHING EASTING W _y EQUALS STA 3+93 12.0'RT(TOOLE) EXISTING ENDCAP 12+15 950.40 2576.47 Fn F-ZI m _ INSTALL B" MJ CROSS w/4 VLV's HYDRANT TEE 13+66 1101.31 2576.82 SCALE 8" TEE w/ 2 VALVES 14+06 1141.93 2576.92 � e B"TEE w/ 2 VALVES 16+56 1391.92 2578.84 H 0 R I Z: 1" = 50' & HYDRANT TEE 16+86 1421.42 2579.18 VERT: 1" = 5' 8" CROSS w/ 4 VALVES 19+12 1647.40 2581.79 1 1 X1 7 HORIZ: 1" = 100' € HYDRANT TEE 19+35 1670.44 2582.06 1 11 x17 VERT: 1" = 10' �a KIMBALL AVENUE TYPE A TRENCH BACKFILL RECORD DRAWING 4780 TYPE 1 PIPE BEDDING -- - -- - - STATION 12+15 T- STATION 24+00 E -- INSTALL 1185 LF OF 8" ° CLASS 51 D.I.P. AWWA C151 m m d O f p V H11D BURY LIN 4774.11' (ALB.) i > 4775 o - I r 1 4770.28' HYD BURY LINE A.B.) ASPHALT Q M Z N 4770 MA_XITE= - J - v� mo (A.B.) HYD BURY LINE� - y - MAX TE= 4765 4 .45 O ,H.) EXISTIN G GROUND_ b763:iFT\47 1411 (A.B_.) w -- -. j- QI V)a IAAX TE= NO In r O aW o�� 47 .32 Z Z .8.) 6.5' MIN. COVER '� w LO o + x x O W O o -1 �� z aN x1� '$ 0 a J 1 W bI m In +q lI f+0 '7,7 _ _ __ _-• - - + m Q O Of -4 F- 0. O VIZ_ Nw m COW -_� - F-- Q - `F 1 ow !m +m Ld + ml �J a4750 I -�„ -- c? m ac _qi --� --m - m ? < a ¢ a >J w Z N Z < P d'> 11 w a 'c a n u o e �', e o e z N d"d aja Ts� d T w T 9'i Y Y T Y 8 T Y vl Y 0 m Jaz w 4745 O N - O'_ 1� 4 °a i W. a ai ai ii y Y� m Q � II�� v a m _ o: i d e: co } Z _ _0-�-. Q O b' _ _D -�'- d -- O +r +.� l+1 m F- F% r F.; X E- `tQ-'. 1G- 1- F-' d N N N Q N Q + S 1� 1• a Z s' W +'. 1 o g N, N t ra-1~/1 m nj FF-- 10 r °+° o N rn Z c ao a a as a a a a' za a a a a a a r F-2: r- F F- F r Fi w N m r 4 a PROJECT N0. / 4740 w �i rn yr H y rn rn. U in N v, r N _.. .. _. _ .. _ N. � 3384.020 0 aD i0 M < n r0 im O O m n N W0 O °+ a0 r° N °I m r N Y n 0 m n 1° Y n N SHEET NUMBER �il� �� Mry Mm <� -n a0�0 rn YY my '�01 OIO ON �f� Ya0 �n 00 �T '^In NO N.^ OIY t°� am NY r0^ O� xl� ON I�rn fir° �n r0 Mm 0n fOO On WY rD,O nn ^d nt0 rn,m ^r a0 �;r InDn rm br ^r0 ^^ nut r� rY rY nY rr'1 nn �n rOin Ory ON �N m� �� m,- m0 �O �O �O �Oi �O= �W �a0 �t0 �m �1� t^o� m^ �1U �fp �rD 66 �Yj �r(j ep mQ b.i ��1 INO� 10� miM HIV �pN Onj °i °i' n OO Qd 'td ♦� Od fQ Yid da <a ad dot �� < Oa dh �1� alp 'f l� "1� elm d.h �.1� +I� +I� 'o-l� db �, �b ytNO ab Q1N0 a �n <� Y� Q� Vo �� <� n� �n rt DRAWING NUMBER Y Y Y Y Y Y Y Y Y Y Y Y d Y d Y Y 11+00 11+50 12+130 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 10+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 W-10 i 4, �ENEPE STREET -�--�'- - - 7 (33'--TOC=TSC) '^ F-" i i Vl VI __ 0 U - _ �1 -8` - - Sin 6+ 5 5.5'LT 2 _ INSTALL 8"-GATE VLV- y STA -0+06 3.8'LT(BENEPE) STA 0+30 5.5'LT EQUALS STA 14+04 5.4'LT(HANLEY) INSTALL 8" GATE VLV. + + + �+' + + m+ + '+° INSTALL B" TEE , T N N n d + =0 ~¢= o ! '-- -. - - w '—' - - - - - �bF+w w w + STA 0+10 5.5'LT F INSTALL B" 11.25' BEND I - -U ------ 5 a ' r -- --+ - - 3 3 < a"� < as v'- v•. < a_- - Go 0 Go w is V —��- STA 3+74 .5'LT - I Z INSTALL BX6X8 TEE. J SC INSTALL FHYD ASS'Y 20' LT STA 7+04 5.5'LT(SENEPE) _ W/14.5LF OF 6" DIP EQUALS STA 14+06 11.0'LT(KIMBALL) FFFrW INSTALL 8" FhxMdxF1-TEE w/ VLV's N&S FLxFL.FL WITH FLxMJ ADAPTER TO WEST 0.73' (A.B.) &7 WATER FITTING COORDINATE TABLE FITTING STATION NORTHING EASTING 8"TEE -0+06 1140.58 1866.66 8" 11.25' BEND 0+10 1142.29 1882+68 SCALE 8" VALVE 0+30 1142.28 1902.13 Z g HYDRANT TEE 3+74 1142.10 2246.63 HORIZ: 1" = 50' 8" VALVE 6+85 1141.94 2557.92 W J VERT: 1" = 5' 8" TEE w/ 2 VALVES 7+04 1141.93 2576.92 -H �- 11x17 HORIZ: 1" = 100' �C4 �4 11107 VERT: 1" = 10' RECORD DRAWING a£ BENEPE STREET 4785 TYPE A TRENCH BACKFILL g a7Bs Z TYPE 1 PIPE BEDDING — _ -- STATION -U+06 TO STAf ION 7+04 o a INSTALL 710 LF B" 4780 CLASS 51 D.I.P._AOF Clal 4780 a HYD BURY LINE j 477571 ASPHALT Q r� z ans 4775 w z — —_ -- - Ln o 6.5' MIN. COVER _ — "� ✓ Q m M X TE=4768. B EXISTING w ---- - -- - GROU ND - - - w 4770 4i?ti F- I N O ` w 0 wa765 w > ma765 n +pn w v< o16 0 z Z m z w 4755 � 4755 m mdid m dp ppp op a g J J Q 4750 Y X Y Y It IT T ItT T fl' also Q w o V Cl O O O o 0 0 0 O O O 1- wlW f- S E- F- 1- I- I- 1- Fp '- r F-'i F% z m It < N n ¢ < Q 6 < Q < < Q <, < < < z PROJECT N0. 1- x F F f F- F F n F f E- F w 4745 w� In _-.y m _ - _ N� h _ m h _ mi m vi_ m _ U 4745 1384.020 `Dn^ad mn^6dO nM^ Oe^d i^nO m^dd no,o nand xnro^ d^d n^Om d^d'c^1 xo1 �`nd*xdmo f,dn M^d u^Nd,Nr^ri 'nNd�O,^ti n�d N ndxoi dna xni `^d*'^ui dN^ rIdmoi^N N"nd voi nd Io rdi eo rndj ao rndi do Mndi�do n�"d�nao fhndD�do Wand .on"1 nndiM'On�d SHEET NUMBER n o N O 01 N n^ nn n DRAWING NUMBER o d d d d d d d d d d d d d d ♦ d d d d d d d d d d � d d' 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 W- 1 1 i STA 8+75 ( ' L) m Ja INSTALL 8" DIP WATER SERVICE STUB W/ END CAP AND C.O.B. TYPICALma; BLOWOFF PER DWG. NO. 02660-7 STA 10+75 7.0'LT -SEE-SpE�-p-17 - MSTALL 6'-4S'-BEND 4 STA 8+91 551T-_ S A V EN_UE _ p - p STA 7+09 5..51T 1NST:aI r ST�BXB-iEE. - - --- lg a w N n 50 INSTALL 8" 45' BEND Al' 6 FHYD_ASS.'Y 20'JS _ ,- - }- — �T Tac > n>>o p /14.5LF OF 6' DIP 8' �� VLV 0PC 61 II -- - - j rn STA 6+37 8�51'"R�ND - `cZ v £Z'Z7• �t ld ,- STA 0+75 11.0'RT(T00 ) s INSTALL 8!' S �' nN EQUALS STA 7+49 (X-C 3W) J, INSTALL 8" TEE W� o + + - yFm+ 00+F� w+ o rn m I TOOLE STREET' + R N N N it I (33' TOG=TBC) d ..< - STA 8+75 (5.5' LT) INSTALL 8' TEE c -- - - -- -- -- -- _ - q SEE SHEET D-17 w N 1 wn.. ry STA 3+12 .8'LT(T(TOOLE) e EOU�LS STA 19+12 8.8'lT(KiMBALL) INSTALL 8" MJ CROSS w/4 VLV' a d N O —+ + N + IV { F =rn w Q d O + aa � + m 2 u < a In 4 awz wv UE �n N _ xr ream Aeary w WATER FITTING COORDINATE TABLE ti WATER FITTING COORDINATE TABLE FITTING STATION NORTHING EASTING FITTING STATION NORTHING EASTING 8"TEE 0+75 1646.30 2900.18 SCALE 8" 45' BEND 7+01 1687.86 2299.46 8" CROSS w/ 4 VALVES 3+93 1647.40 2581.79 8" TEE 8+75 1861.90 2298.92 8' 45' BEND 6+37 1646.44 2341.13 HORIZ: 1" = 50' g HYDRANT TEE 8+91 1077.53 2298.88 (� ob VERT: 1" = 5' 8" VALVE 8+96 1882.53 2298.86 1107 HORIZ: 1" = 100' e" 45' BEND 11+50 2138.73 2298.08 Q Ri I 11x17 VERT: 1" = 10' $ TOOLE STREET FORBES AVENUE TYPE A TYPE 1 TRENCHPPEBEDD BEDDING RECORD DRAWING TYPE 1 RENCHBBAC BEDDING 4785 4785 w rc d o � 4780 4780 9k a STATION 0+75 TO STATION 12+00 ---- - - - INSTALL 1121 LF OF 8" M Z Q 4 �� CLASS 51 D.I.P. AWWA C1S1 47-75 W Z (n O Q f CL 4770 'ASPHALT _ _. _ 4770 I N HYD BURY LINE 47 5.19 (A.B.) Z Z � � - - - T " — - _ _ ia6s.� p w �I_ ~w w w o 4!r,•, EXISTING ` _ 4765 N > N GROUND 50 6.5' MIN_ COVER — Y- — _ Q 2 cn MAX TE=4)58.89 ` _ — _ — CT] Lj 0 o 4760 - - - _-� 4780 In w o — a !-W 0 =m w mm 'nm < m�e~o�m� dul "_o' n <rro• aob'' S^. Z _ I < ^o. �+VFN� Z'ra^i<tiJ!1 m�NII ^a}DW~�J Nm�m' u{f .mG mlI O Z 4755 4755 + m ml a a c + m W m +ou ro JJ Q1/Z v In a0 F- r m CD47ti0mvlz �i r � 4750 Q W w w O O q z O O O Z O J 3 J .J b J m Z -!'I ra: + + A _- m z T �f ++ n 3 yy 4 m g P c' z Ong �z_� Fu a < a a z < < a a l a a a a s a a <� a z v? a ! PROJECT NO. X yy f- m ti U y ,Fii rn y ,Hi, ~ v rFii y F H m 4!45 W< y _ _, I. __ _- _ - m - mm 7 II __ 0 _ rnm 4745 3384.020 N n b N r rn lo] r < N m r .N d m O n m m O O 0 r � n m rn ,�� Irn � m rn rn m m rn W K1 h N N N N N N o SHE FT NUMBFR dd �m do dr QP NO u1,0 mQ, rm fpr n10 nd m,N OID r� nN dN tOm NO nn V,n dln O,ll r Oln n� tp Ol b� nr] r0� Or dd N� �m ON mN �.p, Nm ryd °N d0 �m m,p and ON n� ,flp m t` ri r r I� ri r I� ri r ri ,C ri t0 b (O ID 10 IC IU N o �D �U �O IU ,O O N N d < d < "'1 h !M N cV O O �� mr ',m b� O,6 �m mOi tOm wY7 mnD �a0 LL)m t0� IOm �Ih mf� �f� WE: tOm mm 01,lm mm 0�00 co �m �m mr �r �h mr ror ob w'IO �10 AID ,p Vi ��11 �Vl ,Oa �d tOY bd �Od Nn 0'n mn tOn iO� ,pn r m n m r"� r'� r'� r tO r 1O r o r ID r'o r tO r m r'O r r°D r m r`O r m r m r,D r o r o r m r O O r,O r'llp r a0 ,O r f0 tp r,O r'b O r ID r b r,O r O M) n ID n W1 ^ID r 10 r,O r m 1� r b r m r b DRAWING NUMBER da da dv dd dd dQ da dd da da da da d� dd d� da dy da dy da dl,� da Yd. da dy a0 da da da da d,d dd dy dy Jy dy ty `EO d''< dd da ♦a da do d< da 'lam d< da ,/�/ — 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 vV i '"-- - WATER LINE INSTALLED STA 1+93 14.1'LT DWl.479N)WAD - _ 7.0 LT OF ALIGNMENT (A.B.) INSTALL 8" GATE VLV. ��zo $i & 14.1 LF OF 8 D.I.P. STA END STA 3+16 -- ITIL" ALL 8" 90' B—— _DURSTON ROADREMOVE EXISTING 10" VLVON STREET - E FROM TAPPING TEE AND CAP (33' TBC - TBC) I t I I _ � W/ 10" BLIND FLANGF _ i - v_C ��7 11 l II z Rs-m—An+w{+1nc QS. �� n00i STA 1+93 > Q� WAS AQMMDd1lD fy z A 8) INSTALL 8" 90' BEND _- STA 13+75 5.5'LT(TILTON) EQUALS STA 23+70 7.3'LT(KIMBALL) i F - I� INSTALL 8" FLxWxFL TEE JTA 16+92 5.5'LT (TILTON ALLEY) EQUALS STA 12+09 (X-C 3W) INSTALL 8" 90' 0E41B Q >�> T[i cn In o z STA 11+30 7.0' N + n INSTALL 8" 49 BE V) 4 41 wow m STA 13+54 5.5'LT 3+` ' ;5'1 INSTALL 8' GATE VLV, w N IST 11 INST 0' LT W/1 .5 R 6 DIP �' ^ n n WATER FITTING COORDINATE TABLE c� � p N i + I � I� FITTING STATION NORTHING FASTING I A' + + END 90' B 0+00 2342.59 282 w yyFg 5 N _N I ( SCALE 8"' VALVEJ+i 90' BEND 589. 64 1 +00�� 1+93 2356.64 2782.64 HORIZ: 1" = 50' q WATER FITTING COORDINATE TABLE V E RT: 1" = 5' �--+ FITTING STATION NORTHING I FASTING 11X17 HORIZ: 1" = 100' �0� ��" 7��7� 8" 45' BEND 11+30 2106.07 2340.49 11X17 VERT: 1" = 10' DRAWING - 8"VALVE 13+54 2105.95 2565.21 S6 8' TEE w/ 2 VALVES 13+75 2105.94 2587.08 a" 90' BEND 1 16+92 2105.78 2903.93 TILTON STREET TILTON ALLEY X-C 2W TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL a77s 4775 TYPE 1 PIPE BEDDING - TYPE 1 PIPE BEDDING i4775 4775 TYPE 1 PIPE BEDDING _ a STATION 1+9 3ITO STATION 3+15 INSTALL t 3 LF OF 8" z ri ,;; LASS 51 D.I.P. AWWA C151 4770 4770 4770 4770 STATION 12+00 TO STATION 16+92 ' _ _ -- ` - INSTALL 49P LF OF 8" - -- - (�LISS 51 D.LP. AWWA C151 M z z HYD. B.L. Q 4765 _ _ Z. 478.B3 A.B.) _ - 14765 4765 -__ _ _ 4765 W ASPHALT FINISHED Q g j GRADE _ 0- O i 4760 — — 4760 4/60 - -__- _. _ 4760 ~ EXccccccsss��ssstttttt 6.5' MIN. C R ~ J W GROI(ND J EXISTING � GIkOUND f Q o _ 6.5' MIN. COVER w 4/5t� 4/S.`, a755 > O a o i 4755 - -- - - - - -- - — 0 � b 1 ~ W m 3 i 3 U 4/S(I 4?50 4750 (n W I 4750 x in ai o in� C3 Q N m w d Sri o i W� rh O Q Z ~- N <<J S laJ 474 __ z� mo �" Y1 4745 m. FP 1ul 4745_ _ z _ --J ♦~ LLJ J J to Z P '•r ib N H' Z^ J Z ►� 00 Fo - << „ „ r r 0 < J 1 Q J [1 4740 _ 1( _ J iLL_ 1y�1�y.11 ro �.. ly I4740 4740 - --- - - -- S 4740 N 1 w C `p fi Z W O Z< U m :2 w a n F Z in J PROJECT No. 4735 M'SI� < u Y m c y N w cwi (4735 4735 w _ _ - Y. 4735 3384.020 __. -__ _. - .. SHEET NUMRFF' � O n '� N ^UO N �'1 N N �O O M ^n h n m � '- aD, In fp m O] n OI d M m aDl T O ip 10 m N^ O O N n.o hm Nn N� N'd n d N �O n O� O .� < nW !O ✓1 i0 n I �j O O� O� O� O� ON ITNN N N N NN NM ''.� NM) wNw17 N ,� N to ^� rm nn ^� ^� �o n� �� nm �O,p mf0 ^IUD m(n �,0 �,0 ��D n10 ^10n�0 n n n n n n n n n n n n n n n n n n r n n DRAWING NUMBER T dd dY d� d+ dd dd dd dd dd 'fd dd dd dd d d d d d d d d d d e W- 13 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 0400 0+50 1+00 1+50 2+00 2+50 3+00 ,8 AiI,Y 13 a , )Q u z W wV � �g�'n �Z• N W _ h;- W f o _ - STA 12+09 (X-C 3W) `* a a 'a a e a d o iv_ EQUALS STA 16+92 5.5'LT(TILTON ALLEY) M "� "� n "� M r\i n n n n `_ no � '"' •'_+ INSTALL 6" 90' BEND m III + + + + + + + + + + + a + + m + '`o N N M M n a I�d ,��,�� mI m + w w I Nam}+w w w o a L. +�w 0' IWV r W� W TE�Q�UAZLS��SST-A wVp oo 0 0 0g 0 YPE-vusc N AVENUESTA STA 0+00 (X-C 3W) INSTALL BX6XB5TEE, STA 5+24 STA 10+16 $N o iC 3W) INSTALL BX6X8TEE EQUALS STA 27+46 11.0'LT(CASCADE) INSTALL FHYD ASS'Y 47' RT INSTALL 8" GATE VLV. 0+75 11.0'RT TOOLE STA 10+21 w F INSTALL 8" 90' BEND W/47LF OF 6" DIP INSTALL 8" TEE ( ) INSTALL FHYD ASS'Y 47' RT INSTALL 8" GATE VLV. SEE BELOW (A.B.) W/47LF OF 6" DIP e WATER FITTING COORDINATE TABLE 14+17 (A.B.) FITTING STATION NORTHING EASTING STA 14+2-3-INSTALL 8X6X8 TEE, 8" 90' BEND 0+00 897.26 2894.06 STA,S►11l WD rft vwt w INSTALL FHYD ASS'Y 4T RT F$3 HYDRANT TEE 5+19 1416.26 2898.30 6" 45' BEND (A.B.) W/47LF OF 6" DIP _Efl v 6" 45' BEND (A.B.) SCALE w8 LL 3 8" VALVE 5+24 1421.36 2898.23 INSTALLED 4" THICK ��] 8" TEE 7+49 1646.30 2900.18 INSULATION BOARD HORIZ: 1 = 50' �---r HYDRANT TEE 10+16 1912.86 2902.35 7.0' BETWEEN CULVERT & �' �' `� VERT: 1 = 5' 6" VALVE 10+21 1917.9E 2902.28 HYD. LEAD PIPE. 1107 HORIZ: 1 = 1 ODD NOT INSTALLED (A.B.) HYDRANT TEE 11+BB 2105.78 2903.93 �( 2'7' TO HYD. (A.B.) 11X17 VERT: 1" = 10' $A 8" VALVE 11+94 2090.78 2903.80 3.3 3.3' = 8" 90' BEND 12+09 2085.68 2903.76 yr-5.2'�� g - - - - - X-C 3W - -- RECORD DRAWING I TYPE A TRENCH BACKFILL 4780 - _-- -_ -- _ _-- -. - _ TYPE 1 PIPE BEDDING - ---------- - 4780 tz - -STATION 0+00 TO STATION 14+45 INSTALL 1445 LF OF 8" i o r o 4775 �. _7._= _ \ - -_ _ _ -- -- - --- CLASS_64_04 P-AWWA C151 - _. _ 4775 HYD BURY LIN r n 4771. 1 6 INISHED S GRADE r M Z 4770 - - -- --- y 4 4770 W Q w �0 Z 7 IN L� MAX TE=4764.� • < O g S� _'I_ HYD BURY LINE J�tr Q o INSULT_ EX STING 4765.id #i i�i� p 4765 < G UND _�_ 14765 N _ .. - _ c� HYQ BURY LINE w ' 4761.82 Z z O1 a MAX TE=4758.27 4780 U' + 6.5' MIN. COVER` _ _ 4760 (n L.J o > F W > O J n< + 0 J r m o z _ _ OC 4755 .x _ w N>-_- - _ - _ _ 4755 V) w Q m o < W 3 3 _ _ m'i m1 ~ Fi U 4750 II4750 < a d_ < a_ i a a a a l $ _ > x INSULATION PR014DED FROM W rz 0. STA 13+50 to 14hh% (A.B.) 'IT 8 T a q o J Z r Y Y Y N 8 Y Y Y Y Y a7a5 9 S !� o.; G4 a ar a: a: . o: a a: a: ar 4 a: a: a: " - __ O. N _ F a % 4745 � w O O O O O O O 'O Oi a O O O O O O O G O f- D r M+� ^ n ---1111 - - N 0a && q a o •G Sat ' ��S �`�< ;Fx �° mo a a a a a s a a a < a a a a a a v�i �' v~i ~ H m y N y r- f- F- "t .i Z~ PROJECT N0. 4740 �m m _ Iti rn� rn N m v, m� h m _ v, _ rn _p.. y;_ TF ? 4/,7n 33B 4.oza " l0 EET NUMBER ER O O O to md m ^ DRAWING NUMBERO, m b SHOln d d d d d d a 0+DO 0+50 1+DO 1+50 2+00 2+50 3400 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+51J 9+00 9+50 10+00 10+50 11.4 11+50 12+00 12+50 13+00 13+50 14+00 141 W-1 4 I mom �zW� A- =Jo 0 aww= 00 > >> os COTTONWOOD LOAD - - — _ COTTON)CO ROAD -- pi o I Q _ir NA U > 1f1 + +0 2 0 W V ;7- Ix 25 _ q o--4� e a a STAFFORD AVENUE + 4 4 O _ O U O F� l i o ¢ Lu --LT/CURB/SIDEWALK ^ " ` $ RESTORATION. SEE DETAILS a SCALE a � HORIZ: 1" = 50' ' Z_ Of RECORD DRAWING a VERT: 1" = 5' N o N 1 1 x 17 HORIZ: 1" = 100' Q 11x17 VERT: 1" = 10' _ F- v W Z Z z w W � O a Nuj o � _ cr 0 a Q- � x Ln LLjj N Q 4 o W a O Of � O W 00 J Q 3 Q � Z � W O N ~ O ~ m O U PROJECT N0. 3384.020 SHFFT NUMBER DRAWING NUMBER W- 1 5 i SEWER COORDINATF TABLE �o'o SSMH# STATION NORTHING EASTING 3-46 9+90 730.08 690.20 3-44 11+43 083.39 690.56 r o o 3-38 15+03 1243.33 697.39 a.�13z 00 3-33 18+75 1615.26 704.54 ov > =w3o t 3-28 22+48 1987.48 711.69 STA 15+03 5.5RT(STAFFORD) STA 18+7� 5.5'RT(STAFFORD) C 4: STA 117-X3'S8'!R(9fAffBRB) EQIIeIcSTA 4+37 5.5'T;°T(WATERSJ— — -- S-S7A$i•06--SS'RT(6RLSBIN�-- o -OUALS HA34�.6VT(PERRYj ALLEY 8 z e STA 9+90 5.5'RTNEW SSMH#3-46 > v>i > - > rn q! C^ - �' - v - v - N U N STA 22+48 5.5'RT(STAFFORD) >K :X k K et K > o U>> U > U EQUALS STA 4+37 5.5'RT m .-Nd InO U7d - fH / <� VIA NK N >1C I�jn ->`Kj > U U U rn LL v>i a °j ,n N n m n In -vim ri "In`a' -: - Nn - v>i 1C d N NEW SSMHk3-28 +� �N 4� m -d� :d� a l v o I. y`doN n� N o C> 4M1 < a a ci 0� d o "�" m"- ✓�j mli 4 T LL a4 a W d4 a a'`- d W ♦d♦� da Q 4 ± N +NN + + } + + OI a + + OI�j -dk dI a d a + h '�j d N mo +a + +V� m +,.y +n dW O d W + FF N � Nd I„I + .. ._ - � - - � - - - _— ._ __ - _ _ _ �+ 1 - 'H - -+ + -i 1 + m e Nod _ .. N N -i or v N N N fn 4- M. t0 O o F a m - d - a N d,n d m d c^ Y :r d Ce F I N�' O W d N 1y�? _ + a ol` �'� W S _ n + oLL a rn a N N N ! IO tp OMmi n°' m �A - N T W atD a a STAF D VEMIE d " Vld m m§Y - 'III - p = -_ _ "r -(33 BC - BCJ - q E �I-w-�c5 �.. e ~I A'I e SCALE HORIZ: 1" = 50' �g I VERT. 1' S' 1107 HORIZ: 1" = 100' 1107 VERT: 1" = 10' - I sTAFFORD AVENUE RECORD DRAWING 4785Q TYPE A TRENCH BACKFILL _ a7ss TYPE 1 PIPE BEDDING i d a N m a m a e o ti n n m 4780 4780 0 11 z nn w w0 +Jl-in M 1n°I�p1 z 4775 I z Inn IE d W M a a v n -- - --._ 4775 W Z o II I m" Tn O zz n m N 1n i'z_ CL ASPHALT �' p a m IUNi n1 4770 4770 _ wD- I =Tc Z Z w <�» f� O w nmzz 0 w z 4765 --� _ - - - - e H'II d 4765 Q > z +i _ INST�}LL 153 LF 1 j CL EXISTING -- N w z p a- Elfto 8' PVC SDR 35 SS GROUND — — — — d m _ O m AS D-3034 > � 3.50% 4760 (/] � E` ___ w Q INSTALL 36D LF 8" PVC SDR-35 SS _ ~ ASTM D-3034 - It to ®0.75% - - ___ _ - >W 'W INSTALL 372 LF - - _ - _ 4755 > 4755 _- w - H' PVC SDR-35 SS - - y-. a ASTM D-3034 - - W In �' 1n ®1,25% INSTALL 372 LF a U U Iw li B" Pvc SDR-35 SScr aa s a ; w S® D-3034 ow 4750 j f 4750 W w z 1w --- z -- z m 0.497 (A.B.) - Z O �n W 2 J J J J m a W to�nd mno NnId'Mnno znd�Nno nd inon nd OnrB nd lno7 nd Nno F1d�0rr Nrd dro OdMo md Mo �dNr Na Nn OdN rd�d dnd'.'dnd Nnd ONo ndf-. ndo doof nd o diUo nd na� NndOp ny,� ndd nOda mnd� wUdnd'.aan-. Nrd'^d nda rd� nd'y ndd nad nawUd,N nd�C. ndd nd,na, dry dy nd� 'd FU O'nZUf nn fttU77 m PROJECT N O. O W 4745 Z 3384.020 4745 V m SHELTNUMBE R m m oO m w 010 OIO Q M O ' t O N m n and ' NOOOp0 a0 mm m0 m dtU O m p00 O t0 4of ' O o n n po mo N p DRAWING NUMBER * VnN 0n OO� O n 0 n 0n OO D m hn ns no nnu rr rr nn nr dna a,p dd did d d d d d d d d d d d d d d d d d d d a d d d S- 1 C 1 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22450 I mW� Y muz j Z3 o rc o Y I I i nUI N R r W I j 2 dwa s ' 2 4" fir l N V N N ]. + 1 � tiQ � ro �. m M'I y' S O� _C-LJF7 Li1V DRr Y - - - ----_ o +Qcw (33' TBC - TBC) o `v F N �i STq 13+01 - `'� - - - '� - N �'�� yfF' F `r 476g'41 FG, 5 4• �- / STA 17+25 5.5'RT - / NEW SSMHN3-35 s STA 14+49 5.5'RT --- � ---- - -- -.__-_ . . --- Q i NEW SSMHN3-39 -----'- - __ - _ _ �? STA 16+13 5.5'RT(CLIFDEN) - - - - - -- _ EQUALS STA 9+71 5.5'RT(WATERS) N� c x vNin N� Ni�I a it rn� Inm / Cb ,9 �� N N tp mb� Nm ti N , n STA 13+72 5.5'RT(CLIFDEN) NEW SSMHN3-36 `+ °d. N Nc a w F o m EQUALS STA 10+41 5.5'RT(PERRY) STA 19+01 5.5'RT m 6 LL m� d� _ mw �" dm'ti NEW SSMHN3-40 NEW SSMHN3-34 +d +o m+m +^ + tO4 SEWER COORDINATE TABLE om 7D -ul Nd nN +`r 4,1 STA 12+81 5.5'RT SSMHN STATION NORTHING EASTING aul ¢Ii ¢v�i Q;n N;° NEW SSMHN3-45 r-n tin F^ r-n �^ am In ¢vl ¢m In 88 3-45 12+B1 922.54 1316.B6 STA 19+99 5.5'RT(CLIFDEN) I^d I/Id vld uld Ind Na Ne vIe N and R 3-40 13+72 1000.83 1272.92 EQUALS STA 6+32 5.5'RT(BRISBIN) vd 3-39 14+49 1072.33 1247.33 NEW SSMHN3-30 SCALE 3-36 16+13 1233.07 1230.77 STA 21+12 5.5'RT STA 23+83 5.5'RT(CLIFDEN) STA 25+66 5.5'RT(CLIFDEN) Oro 3-35 17+25 1341.23 1249.63 NEW SSMHN3-29 EQUALS STA 10+64 5.5'RT(FOSTER) EQUALS STA 3+59 3,5'RT(ALLEY 12)- �o HORIZ: 1 = 50 3-34 19+01 1506.05 1312.49 NEW 100 SSMHN3-26/1 NEW SSMHN3-24 VERT: 1 r, = rJ 3-30 19+99 1603.22 1330.63 „�X,�(/ A-i►w- �� 1 : 1 = 3-29 21+12 1 1x17 HORIZ 716.88 1333.96 3-26 23+83 1987.38 1339.16 O € a 3 11 X 17 VERT: 1 r, = 10,m _ 3-24 25+66 2170.84 1342.69 m e m m m m Q a ¢m _ - N m mmm iVv amm d 1� ry D0 OIN �<d: d a a M d oo m CLIFDEN DRIVE RECORD DRAWING onn T 1. d ^�� TYPE A TRENCH BACKFILL m - � 4780 ^nv Z N n' Im ` I d-" n m TYPE 1 PIPE BEDDING _va Nwj N z II,NJI m d 11 0 - w0 +>yin 3 d A z II c n x N d "� D ul ¢d ¢ o ;C7 n WW 7.�.-. m I M ^N N m Q J O Z 2 d J d m n pp d,n<n 01 a m m 4775 OZ "'6 Z A II !nw ^, ak. pry. I nn N thin 4775 In&? w -- w x >> {�rin3 a 1 d. �mmd •!. r. N ^0101 ry. O 2 o N w 0 -" w z CIE ASPHALT V I Z 2 Z W O Z^ d k t/1^d^ �L 10 d^n Q _ F >> +w j N 11 II II N n II d N d d 4770 w F- 4770 mww _ +>I-In n �n (n O Z Z ,, w O z Z N J p Z m z l II In m aQ - Ina- (/� �>>> W +>H N 3 In I S V~al�zz NJ�Z Z IUD Z II EL W 476 >> 4765 CL EXISTING - - _ V) 1 Y1 ♦♦ - - -_ _ N z z z INS7 ALL 90 lF Z Z fl T GIROUND O w w 8" PVC sDR-35 ss - - - - --- - _ - f > o ASTM 0-3034 INSTALL 76 LF - _ - - T1760 (n j FE 4760 ®`4'�g B PVC SDR-35 SS STALL 162.1.F - O O N 3.919, (A.8-) ASTM D-3034 8" PVC SDR-35 SS Z ®te=- ASTM D-3034 INSTALL 110 LF w o 1.049, (A.B.) 01-:009- e" PVC SDR-35 SS I 0.97% (A.B.) ASTM 0-3034 m + INS ALL 176 LF 3 a U w + ®' py7L 4755 (/') w J - A75£- - 1.24% (A{1.) 8" PZ SDR AS M D-3033034 INSTALL 99 LF � w 1.25% 8" PVC SDR-35 SS ASTM D-3034 INSTALL 114 LF INSTALL 184 LF N I a 1-.26r- 8" PVC SDR-35 SS LJ 8" PVC SDR-35 SS w 1_24% (A.B.) ASTM D-3034 ASTM D-3034 4750 i 4750 i,00% w ®T75S I 1,77% (A.B.) �11SIAIL70 LF m - 8" PVC SDR-35 SS L'J J J m ASTM D-3034 J Z ®1.25% Q M a c a ; a 4745 > w 4745 - a -- n1 z _z Z Z N ? Z m W W J a a W a Zo w ~ 4740 w� _mo- Um 47A 5384.020 N N n d d In m to r ^ m m m oo > m d m rn ^ co o m ^ n o m N n o m vl n o ,Ht T1 NUMBER OIm ^N nlnj �� m^ and f�N nm h� NN �!O m� m� Nd ryIN �O ^m Nd 01� m� mry mm t`d -O ^m nM r� N� i]d Olry ^� m� illy n,l 01 ND nm 01 m� cp,n O,^ N d� NO �m 01^ h.� I�� n Oh ON Ory DN OIN (Try T� Ol ,O� O O O� T t001 dim bm Inln Nr in^ dr d^ d10 d10 db n� n10 ^N mN m1lJ f0� �Y"1 mIn mIn mN ,pd �d and �d Od �n mn mn Gin �N �N wN �� ^^ I�� rn rr rr rr rr n^ rir nr rr nr nr ^r rir �r �IIO cOi. b� IDb wm ntp �10 �,t0 �Ip IO nm rO nm ^10 ^IO ^c0 ^Ip 1�.10 rb nc0 ^10 nm �D ^ID ^IO h't0 ^m crp ^ID ^ ^t^O nm DRAWING NUMBER � d^d d� d,a dd d� d,a dd. dd dd, dd dd dd dd dd did dd dd dd dd dd dd dd dd d d d d d d a d d d d d d d d d d d d d d d d d d d d d d d d d d d a J-L 11+50 12+00 12+50 13+GO 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 i STA 10+41 5.5'RT(PERRY)EQULS STA 00+Z _---.----- - -- --- NEEWA SSMH#3'4072 5.5'RT(CLIFDEN) Q�rcu sU pE a CLIFDEN DRIVE - - A 9 AJ�9 yti ' =w0 � (33' TBC - TBC) PERRY STREET 1 I W (31' TBC - TBC) - O,qzoo -a Y _= +d STA 27+51 5.5'RT(CLIFDEN) ci ;, N N nm bt EQQCQQQ#��JJJ.JJ1ALS STA 0+00 (X-C 15) NT SSMH#3-23 '£9+£ m STA 4+37 5.6'RT(PERRY) m + EQUALS STA 11+43 5.5'RT(STAFFORD) ��r4' +n +m I a0 --- O- \ SSMH#3-44cp ---,�� ----------- NEW 1 — a aN h 1 it 1 t 1 ffi- y-- O'.l O o o m r ? rc rn nLL C r' -- U _------ -+ .O N STA 8+80 6.0'RT \` d o F�_ __ - O td NEW SSMH#3-4110 a N N N I I STA 5+98 515'RT K xbe a ° a r . 'RT rn G e NEW SSMH(J�-43 ri ri STA 7+62 55 "' r. `� $ I N � NEW SSMHM3-42 '� N n In10 W m + - + A \ �� op �'^ Q ,np z�pz a_ �� I3 Z z � SEWER COORDINATE TABLE SEWER COORDINATE TABLE � �LL _ SSMH/ STATION NORTHING FASTING 3-23 27+51 2355.80 1346.25 SSMH STATION NORTHING FASTING RECORD DRAWING 3-42 4+62 892.22 016.2 � 3-43 5+98 883.11 852.06 CLIFDEN DRIVE 3-40 g+eo 92a:.8 1272.92 TYPE A TRENCH BACKFILL SCALE 3-40 1o+a, ,000.63 1z7z.az TYPE 1 PIPE BEDDING HORIZ: 1" = 50' n R VERT: 1" = 5' — 1107 HORIZ: 1" = 100' PERRY STREET d a 1 1 x17 VERT: 1" = 10' TYPE A TRENCH BACKFILL 4770 0 4770 4790 4790 w �o TYPE 1 PIPE BEDDING m vm m m m v '�_ < io i o ,o m _ w o 4765 2 q 4765 4785 n ro _ 4785 Inm O, N N p d n d ASPHALT +>I�in c iO1 sm xN «� N a w 4760 4780 f n' rn n �^a u N n 0 4780 W 4760 _ �j>> ---- �i Z m - - 7�1�TING mK� jF 3 O II W I^ ((nQj n o" mjr3 d lN 7 ASPHALTo? m+m t�i W "� o w a_ c GROUND 4755 dWpz any �� jj JO w 4755 4775, 4 - ,n�_?? d 4775 w _ z -z I � N Ln o Z Z r w o l,J LIj a' o 4750 4770 EXISTING - - - �770 O 0- d aGROUND — 0 cr a �+ z I En � � w 3 4745 4745 4765 1 INSTALL 1 4 LF ______ __.. _ _ 4765 N LJ N ri INSTALL 165 LF 8" PVC SD -35 SS w ASTM D-,3034 INSTALL 119 LF 3 Z w n 8' PVC SOR-35 SS 0 0.7�% 8" PVC SDR-35 SS INSTALL 160 LF to o N rn ASTM D-3034 ASTM D-3034 w ®T1�51G 8" PVC SDR-35 55 W 11 0 T.?w ASTM D-3034 z 0.73% (A.B.) w 4760 m 4740 1.74% (A.B.) 4740 4760 ®-T-6BX > U --- a 0.99% (A.B.) o ?- N p J Lil J J Z U U Z W U U FO 00 p J Q 2 ti F N w Q Q 4735 a s o 4735 4755 4755 j w z O s o f m wzQ w w F= = Z Z Z PROJECT NO. a 4730 4730 x w 4750 cwi w a 4750 w U 3384.020 _ _ SHEET NUMBER o _ _ n N u) n O N m n O N m n O �d m ,O d m N ,D Y1 0. Mn oiA mN n0 Rd nn dN, N O �N �d �t0 M 00 '-N nM aN 'pm I:n maD 1l 0 '(],O nm O^ '7,O M� Nd N oT om rn^ ^", d OI Cj OfI m 2 ci m W I� n m O, Oi r n N) M t`wj r M n d r d r< n d r d ^O r d n,d ^N n d n d n d ^.< r d r d r d ^M r M ^.M r W �O N In' m,D m N n ^n Ian n^ n^ nn n^ n^ nn nn nn nn n'1` nn nl" 1�^ n^ n^ ^ n^ n^ n^ n^ n^ n^ nln DRAWING NUMBER M d a V a +a <O a p <a Y d d� � ad^, 26+00 26+50 27+00 27+50 2B+00 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 I mo� � ALLEY It 0 ALtff 10 -- -- BRISBIN STREET ` - WATERS STREET (33' TBC TBC)� w STA 6+32 5.5'RT(BRISBIN) (33- TBQ - TBC) ,4� _ EQUALS STA 19+99 5.5'RT(CLIFDEN) % NEW SSMH3-30 a N tt �'se 1n N N z a a N EQUALS S ( )N in N k� STA 0+06 5.5'RT(BRISBIN) e. a N N a N ,.� a 'F2 6 V N a P \_ y TA 18+75 5.5'RT STAFFORD - !� a a < n a m a �' I• NEW SSMH#3-33 9� ,0 p 1Ui' ,+ + a '+ + rn� + F N - - - _. _Q_ Q® _—9 TS ss��se o 0 o a es -- - - -- ---- -'Q-.-- -- — -Q I STA 1+75 5.5'RT In vNi rn In rn N NEW SSMH#3-32 a a m a a � U STA 6+07 5.5'Rf -.__ N 1 NEW SSMH#3-37 '^ In m In V) 1 S 9+71 5.5'RT(WATERS) v v v v 1 a K ' E ALS STA 16+13 5.5'RT(CLIFDEN) W. LL �? N a s N SSMHN3-36 rn 'n r N m a m" STA 4+37 5.5'RT WATERS EQUALS v v ' o N O +r + N + +N d ( )11 ti 1; o o n ro a m STA 15+03 5.5'RT(STAFFORD) r � m� �� m LL �� n ¢m a� ¢ � � w � NEW SSMH/3-36 + + N r Io Ina rn a rn a rn a h n n m+N m a0 r r a e F m a 'o J izz m 1n Ina N N a v~i a - STA 3+95 55RT NEW SSMH#3-31 S:le 44 ALLEY 10 ALLBY 8 - - ''1 I -- - O LL � SEWER COORDINATE TABLE SEWER COORDINATE TABLE d SSMH{� STATION NORTHING FASTING SCALE RD DRAWING SSMH STATION NORTHING FASTING O 3-38 4+37 1243.33 697.39 3-33 0+06 1615.26 704.54 3-38 6+37 1243.33 697.39 HORIZ: 1" = 50' �C O 3-32 1+75 1611.99 874.51 3-37 9+71 1233.07 167.35 VERT: 1" = 5' 3-31 3+95 1607.76 1094.46 1107 HORIZ: 1" _ 1 OO 3-30 6+32 1603.22 1330.63 8 11x17 VERT: 1" = 10' m m m _.. d ai a - dmm as WATERS STREET fdd BRISBIN STREET TYPE A TRENCH BACKFILL $ TYPE A TRENCH BACKFILL - M 4780 i' + n a m roo 4780 4775 ,.� _ I ,^,, o a.a a 477:, mc�m TYPE 1 PIPE BEDDING ,� - TYPE 1 PIPE BEDDING ^ i TI !. v1• `„ TO =^o c rn m a Ina a 1d m' i mai� �� ;. �,nd Nr N II II 3 Li 0 0'0 � Nz4775 4740 1^a!�la r>F M��z MjF.-.; 4740 ASP 4775 FiAIT- F +51-V1 3 o W1>�f N W O F > 1p Z 2 m W j3 Z Z oO J 2 Q V 1 K Z W e��2 dg> w� ��> ,:ro d� >> wp U)0'2 ~ 222 a�>> f~/1�22 Z !'� Z 4770 N 14770 4765, _ _ - -_ - - - 4765 LJ Z �v�l4G --- - E ROUND - y GROUND-F��, — — — _ (/] O ' GROUND — -4- 1 1— — — _ — — — _ � — - Q � w 4765 — — — - - - - - - - -- j4765 4760 - - 4760 V1 ! Z Z Z i INSTALL 220 LF 0 w m INSTALL S64 LF 4760 4755 81 PVC SDR-35 SS 4755 V) w o 4760 - -- - - -8- PVC SDIk-35 SS - - --_ _ .AS0 1 000%TM 034 O m o ASTM D'3034 INSTALL 236 LF — W_ O 8" PVC SDR-35 SS p a -b m 0.9uj 9% (A.B.) AST6M �3034 m w W 4755 __ - _ - 14755 4750 0.14% (A.B.) a750 V) w o 3 No w V) In In W Of LLJ 7 4750 4750 4745 4745 Q> _. J.J W J J U'U U U Q Ic Z p F F J 4745 as 4745 4740 � 4740 N W Z ww Z O J J m Z.< mW XV W PROJECT NC. 4740 w _ __ 14740 4735 0 w 0 4735 3384-020 'm^ao,^ao 0ma^6a na^ra 0!ow ma1raD nna9ra a^a ^ r ^ 00 00 N R mo m -pOOm N� 1 1 1 O aF m0 N m HEEN NUMBER w ^ 0 C) NO n O10 m 0 mn n N N � � ^ �^7 „ ° e r N 10N0 r Wr rm ^r^ ^ ^ r , N, , , N , , , nn N r N nn rn X n^ DRAWING NUMBER as aa aa <aas aa 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+DO 9+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 i mo� DURSTON ROAD 7EN) Y��ACS �/,Ja10 STA 4+37 5.5'RTEQUALS STA 22+48 5.5'RT(STAFFORD) 0NEW SSMHp3-28 - STA 0+71NFW SSMH#3-Z7STA 7+05 5.5'RT ......,.....NEW SSMH 3-27 N��wCK STA 0+00 Ct-C 2. ' OUTH (A.B. _''{2 hoSTA 10+64 5.5'RT(f95TfA) EQUALS STA 127+51 5.5'RT(CLIF 2 owa >Ko � W EQUALS STA 23+83 5.5'RT(CLIFDEN) NEW SSMH�3-23 z o uNin �N a `K° W SSMH#3-26 •,� c�.n _ o STA 3+59 3.5'RT(ALLEY 12) '�O 1 m� f EQUALS STA 25+66 5.5'RT(CLIFDEN) �' h/ LL n +� $EM�R1C�c ti NEW SSMH(J3-24 n as yap � $ R STREET + m �5 �° a a^ o m A ¢+69 3.5'RT N rn - _ (33' TBC - TBC) '~ SEF' W SSMH#3-25 ;0 c5 io c� c� q 1 1 N M LL Ii m LL sL 5/ a o�ALLEY 12+0 + n FE + 1 + I /I + a (16' ASPHALT) a,n S __ Q - g 1 1 _ -0 r - _ ._ _ _ n - v 4t' to a as ss+ Y Y Y -� i o N to N N N N N!� f>Q _ O__ O_____... _- O _N O d,n < m crKi e n a aKo < o v 0 In v/ wcO a n oo r r .^ v! > ; N1't NK N1�P 6 .N..c� �Li �6 �v O N 0 C ¢ ;f ro �,° y a o O O W ri wi r _ upi ,� Na apo � a � o� + n +oa 2 1 $ �6 �,j - may? Ica W z Iia n mM m < vi O m� a1i - Ok m�` A < a a Q O a Q N a 2 n r n m rn p p d L p 11-- N -4 w �,o -- ALLEY it f19B9a&R STREET _- SEWER COORDINATE TABLE SCALE - w SSMH STATION NORTHING FASTING O R 3-28 4+37 1987.48 711.69 RECORD DRAWING HORIZ: 1" = 50' - 3-27 7+05 1987.44 979.77 VERT: 1" = 5' SEWER COORDINATE TABLE SEWER COORDINATE TABLE X g 3-26 10+64 1987.38 1339.16 SSMH# STATION NORTHING FASTING SSMH STATION NORTHING FASTING l 1-C is 1110 HORIZ: 1" = 100' 3-25 0+69 2170.89 1051.92 3-23 0+00 2355.80 13a6.2s TYPE A TRENCH BACKFILL � g g�MbRtcK STREET 11X17 VERT: 1" = 10' 3-24 3+59 2170.84 1342.69 3-22 0+71 235176 1417.29 TYPE 1 PIPE BEDDING TYPE A TRENCH BACKFILL — ALLEY 12 In TYPE 1 PIPE BEDDING C6 `m mm m m _ d` TYPE A TRENCH BACKFILL m Q <- 4775 d m in N 4775 4775 a m m 4775 m N ^N W v d a d TYPE 1 PIPE BEDDING a ai f yea m �io� N ra .Q.iv N z d O ma-. a d r r M a S`O �� N r In d V� d•rr S� M y n f 4770 4770 4770 a a e 4770 4765 ad m r II 47fi7 N < hN =0 ♦yll N mn ^ _- may.-. ^ IIZ Y y �� ,y IIZ II IcI il�^a-- NriR lypII wI II _ _ V�l^Jw 111111 _ _ w� o JII w I + W �W Hzizn M QQ 2 O � Ckf 47654765 + 4765 4760 4760 Z M1 L'i4765 & i N 0 OZ � O a�oz jazz oJ0 ASPHALT aai¢zzz Q FINISHED = z w O GRADE O o ~ z z EXISTING 1 4760 4755 4755 a 4760 4760 4760 GROWND --- -N _ - - -- - _ - EXISTING_ I I GROUND 3 0 Z Z o +o O ``' 11 a EXISTING 4755 4750 4750 (n w I o 4755 .. - -- ,`,I> 4755 GROUND > X w O - p a m11, N o - + i o INSTALL 268 LF 7r>t? 4750 4750 4745 4?4", (n w } .n 4750 0' PVC_SDR-35 SS - - ASTM D-3034 INSTALL 359 LF w p H- W w O iT.591C 8" PVC SDR-35 SS INSTI4LL 297 LF Ln In Q 0.595 (A.B.) ASTM D-3034 ®"t1-59Z B" PVC SDR-35 SS INSTALL 71 LF W `d o A.B w ASTM D-3034 B" PVC SDR-35 SS �i �+ 0.447, 4745 _ ( ) 4745 4745 z O L259, __ - _ _ w 4745 4740 --AS?bl n�303k- 4740 w . � 10 < 0 1.92%k.B.) LJ � 0 0 z w U 0 uj z L) J as J a Z N mw ¢a ~ Q 4740 4740 4740 w � w 4740 4735 473`Lu N p ww iZ z ww z w m J R 2'- I9+.1 W Z Q Z I i i~ z Nis z vgaECT No. 4735 0 '�� ',� 4735 4735 0 w� cwi 4735 4730 �l 4730 3384.020 N r .r�dtom�pr, NIyOm�r rNy.IA^ Ny�yIp ONy,n�n Ndr0' ydr IynNn O�Nn M,r)n IaO^ Na� Na^ IaO^ r^ a^ al` a1^� a.Or +N� aN� ar^ aOr d,N ,QN ,rr �AA�Y dOI aO ryN IamOr ,O C N O rof .1r0 d JIdlp7p N SHE EI NUMBE N O rO � � 0 Ocm M N �� 0r m ro mO .j O O 1 00 rp �0rm r� nmnp ^'p rp �zn�r6 rOmp nO w� � w' m^ N O 01 c 00 oi j 00 004 n 0 10 00 DRAWING NUMBER a a O d' d d' ♦ < V d- a a d d- d- d ♦ Y d e < O a a d < d" d' d' d �d d d O a Q a d V d d d y O y. d d. d d dV � a S-5 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 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+00 0+50 STA 20+44 5.5'RT STA 23+88 5.5'RT(BRENDEN) _ mo STA 17+04 5.5'RT EQUALS STA 16+45 1.3'RT(KIMBALL) Ew�3 l ky� NEW SSMH#3-7 NEW SSMH'3-6 NEW SSMH{�3-5 =za5 00 `� > > > > > > > u > > > i I>ll N° In o N IC In IP In!P In 8P In AC In TP > In 4'C In pp In Ul O Vl O VI O In O Vl O In O In T N N m In In > Iwnj yO�C �a N - N N N N N _ N M N N d OQO e =pi U Ci (.� (.� O c7 In - N 4 m� n LL v F ^ +n +n + +IO + +N +a }O + O O 1' il) �n m m 1 mn mn o n N Nr < iXbs3NJ STA 16+41 5.5'RT Io m Io � a Ni a N ri �'N `� N cv + __ - --- NEW SSMH 3-8 �n <F n n F-n _— n_ STA 15+93 5.5'RT ry In ;O d J d �il a l �n a rn d _ a a a Ind )n a ?2 o N n F 4s Z In 0 r Z w NEW SSMH{f3-9 m - - I + s + t + + + 0 s. 5. � HANLEY AVENUE igc O > 9 o U o�s > o > p V > o > - 33' TBC - TBC I ( ) STA 15+21 5.5'RT y ry rn N o rn o rn a� In o - In rn - - -- w rn In In In N �'BS+9l 1 V NEW SSMHN3-1D U < K a N <N a d N a o - a 'n m a m l +00 xIO4 t6 o LL c� ar, - 4 d� dc7 ar; o STA 11+90 5.5'RT `O� CONNECT TO P m w m o m oN N N I`Rp N,S m a t EXST. 8" STUB _ _ - - -- I `� + !� d n N N N IN N + vri tP s`+ n m Q IO Q Ip Q`v Q IO Q It Q o Q W Q IO - <M) n N+L� - .. I-n r n I-n I-n n �n }o SSVG w Q o Ina vt a Ina m do N a In I~iI a I~iI a In > 0 w +o �, I 44 I oo In 660 f 2 a a oo+o A� 9+B A °� > " BRENDEN STREET In d w - - -- - - 'a (33' TBC - TBC) e Ll a J a p0 15 Wd� STA 12+62 5.5'R� am i F In NEW SSMH#3-4 N d DO+191 + O - wlpw m e In h In 0 +- � I{ 1 ■Y■■ 8-s v ---t—t e � a W 0 +Q� BENF.PF. IREET d Vagw0 SEWER COORDINATE TABLE 3 - Z SSMH# STATION NORTHING EASTING 3-4 12+62 999.33 1883.08 W aLL nn+B 1 3-10 15+21 1257.17 1855.99 SCALE 3-9 15+93 1327.36 1840.79 3-8 16+41 1367.12 1851.72 HORIZ: 1" = 50' 3-7 17+04 1381.27 1906.70 VERT: 1" = 5' 3-s 20+44 1361.10 2245.89 € 3-5 23+88 1380.92 2589.78 i 1 x1 7 HORIZ: 1" = 100' � S- 1 1 x 17 VERT: 1" = 1 0' 8 HANLEY AVENUE BRENDEN STREET 4790 m TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4790 W TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING _ mm o 4785 m'� d '� w- ^m_ 4785 0 a a In f Kl In d' II fh aE I a I d d m I m y Q Sdi Nl�In ax n van x- INN ,n �nnh a 4780 �.+o , n �mlo�ri �"' ri �w I <�N 4780 w .. o" o d y l Nnen In 11 o'^n a mIn Iro,o - (/) O 'li n z n r o o r Nd d 1 O N n d n =rp ti > Ain Ipnd WW dW.3 ImI O}iHln 11 did ��O Q 11 w = w In ? x+>� Il o, llz^ ila llz 3 d �_ IONn w�Io w�.� H�.mil O z +w>w I- 4775 \ —_ _— OF > J!W O W J 0 2 WQ W • ASPHAI.1 W N J 0 Z N m a W ao II z I 4775 H- - nz_ �Q�iz �`nni3In�zz an �� > 11==nw� n I In In tY_ VI z aN W OZZ F- Z -- _ — _ _ — — O a E>>1 z W (D 4770 EXISTING — _ 4770 V) > W + - - GROUND i — — — O m Ckf INSTALL 72 LF - _ m g o 8" PVC SDR-35 SS w � " + 4765 ASTM D-3034 _ 4TALL 38 -- - - _ _ 4765� (/7 Z ®12.49% 8" PVC SDR-35 SS - w INSTALL 72 LF ASTM D-3034 1-- w > 8" PVC SDR-35 SS1,p6q-B,)NSTALL 57 LF INSTALL 339 LF � N Lv } ASTM D-3034 B" PVC SDR-35 SS 8" PVC SDR-35 SS w 4760 L ®�� ASTM D-3034 ASTM D-3034 47E0 J Z or N 0.99'1" (A.B.) INSTALL 344 LF } _ w uu W 8" PVC SDR-35 SS W r- w ASTM D-3034 a J Z <a ®TBB� w < Q 4755 > m 1.03% (A.B.) g 4755 N wJa zQ W RECORD DRAWING wI- Z 7 J z G m W _ -.— _ _-- -___ - W PROJECT N0. 4750 cwi w a u 0 475C 3384.020 --m N a N W r a N W n ID ill n O m (O d N r O n r N In r O O r N N O n N N O r N N O r Vl N O n N N O n m O SHEET NUMBER .pI .-� �N NN mo NP Nm do nN mod, NN n01 OIp nn a0 �n mN IOm nd O� m.OI n0 On O!N OID a?r Q!01 m0 �m �r d10 dIn do NN OIL Iv'o dm Nn O� ION Nn mN Ol" 00 'o <DO NN do NO i(]. Ipm n n (O ill o N N N N d d d d yj d n n n n N N N N - N ^ N N N O O Ol n m m Ol Ol 0I Ol m m m f nW r10 nt0 nm nIO niO Hill n'n nN n nd rd nn In r'n nI" nlll nM) nn rn rn rn nrj ra nn n,n M nn nn nI" rn j�n ^N nN �N nI" nN w, oO w, w, w, Ml� IOC In wF IOO IO nr rr nr r r nr n nr nn rn nn n nr nn nn nn r nn nn nr n rn nn nn nn nr nn nn nn nr I.n nn nn nn nr nn nn nn nr ^r n nr nn nn nr nr nr nn r nn nn nn nn DRAWING NUMBER a ana da O a d d dv ed d d dy dd da d da and dµ aan a s as d a d y a y dna as as da d Y and 41 d a s dd 11 da d µ a� d< a s a q d� d dy adn dd, d y as d d y da a s da da dy d a 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 S—6 mom Em?3 = N 0 a os 13+00 Ol 1 I � ` Y i N y �O IIIII1111�1N� - r SPLN�,K 1.I :,N"`�?+t�lu �n N� ,11�}0O VVV VVV ou +u — ---_.-� + U D+ Zum54i rc O y 11} CASCADE STREET . + (33' TBC - TBC) � rq � Q J 10�00 10+00JL $� g AM"s SCALE — — HORIZ: 1" = 50' Goo VERT: 1" = 5' p� u 11x17 HORIZ: 1" = 100' O 11x17 VERT: 1" = 10' CASCADE STREET TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING a7ss w m m m r 3 d d >a 4790 U a m a M z 4;,y.. 4785 W (n O Q ASPHAI I � 478U 4780 I In F Z z � — - - p w w N w � 4775 4775 _ > I— + EXISTING _ / E) Q- W ' GROUND M Q o U 4770 - 4770 In w N - Q 3 U � w W 4765 � _ _ _- _ _-4765 w F J J Q J Q 4 W U U = S J Z Ik LA 4760 w 4760 w Z N Z� Z Q RECORD DRAWING 0. _ w a w a VI a ~ o Z W PROJECT NO. 4755 w c� w 01 4755 3384.020 <O NM ppN ^17 <In <� f0� N� O.n O� O�� OIM OWN ON OIN OM �m Oc O.N OIwi m� an O� ' 0 OI'oo �n t0� Na Y'1in mN m0 M� rm <n rl,w <n tOm SHEEP NUMBER 16 1'o+ n 6 ai m �,ao ^ao fO m 1O ao 'o to n,6 fO ao 1O m '�r '�n '0 n '0 101,r '0 r '0 n 'o,6 '�to ^n ^n ' a fO to n n n n n n ^ n r n r n r n n n n n r n nr ^n nr ^n ^r Ni, ^n ^r nn nn nln ^^ ^r nr n^ r^ ^^ n^ n,^ n^ n^ n^ n^ r^ n^ n^ n^ n^ N^ n^ n^ n^ n^ ^^ r^ n^ r^ DRAWING NUMBER a�^ 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 — I mom _. amzi �o& ao 0 ' +ZZ Ir I IIII I 'r, 0 A Y�6 z + /pc, Z vi SEWER COORDINATE TABLE� NU) `^ ' SSMH# STATION NORTHING EASTING < < 'a a l 3-1 13+95 1130.92 2587.90 4. IfOo" ^� ODIC'. 0,: 3-5 16+45 1380.92 2589.78mc oo+ KIMBALL AVENUE +m NN NOr NVpI i �__ �`_ ._--- 1' Ana a Ins i .. � - OI_ J tD .. C, N +- I t£_ L_ + I --+ t I ` + - o I pto f 0 F o+ & Do{ STA 13+95 EQUALS STA(KIMEIIALL)7+15 5.5'RT(OENEPE) ESTA 16t45 QUALS S 1 TA 23 88K15.5'RT(BRENDEN) I+ - x -K - - — - -- NEW SS11HN3_1 i � � I i 00 9Z-H - - NEW SSMHk3-5 - — — --- -- — 3 00 wU y - - oo+9Z 64 - 17 410 �j�,�'Y� 11 �.�1y m� -------w- O _.I. -t- _ .._ - __ _— __ Q� q—_ - ___ - 2+ s o o SCALE — nnla7 O 1 ERT:V 1'" = 5' $ s RECORD DRAWING 1 1 x 1 7 HORIZ: 1" = 100' KIMBALL AVENUE 11X17 VERT: 1" = 10' S TYPE A TRENCH BACKFILL m TYPE 1 PIPE BEDDING a�m 4785 W < _ N 4 1Nri n L a N 4780 + xz n +> V O Q MW0 2 tNAr I rl1 Z a -I 47 i > _ a Il z 4775 w , jq- In ASPHALT = V1 K Q 4770 1n 1— } Z Z W _ J �' 0 LJ M Z o 'JI'�' EXISTING _ _ 4765 _ > > ± GROUND _ > 0 Q • - - - - CD J o _ m + 4760 4760 (n w : Ll - -,IL 4755 4755 z --- - - W J Z J a Q 4750 4750 w N N W t� m S a PROJECT NO. 4745 w _ _ I _- 4745 3384.020 _�r<0 rrap ^rO<r�^ m�neia^a00 TrdOrd Ord�r� r<ajns "emreMu^a' nrYOly` Nrml` �re dn< dra Nl<` rrd' ma�ra rra^rra r�4r^d r<Nr^d remna rara r�inY r,r^rnO d^nOd �I.nd 0d0d Y M< Oe d ^ rNO < R ^ aCJp Nyo OaO ^aa raMa a0<M aO 0r�to .o ^aiO0��lnu ^atpnN^ �tpNr SHEET NUMBER 0 r nn � brm ^� oo 0 W CI! �uio �a N O nM nM r� �N �N �N 0W , , i00n r 0 0 ^I, 0o Oo Oo , Wo w� oD o w 0pOo wo o ow wo 0 Ow D 0 DRAWING NUMBER an an rn Ni, r r r^ r^ ^r ae r 11+00 i 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+DO 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 3 mo� 0 +ZI o' 0 0� q 00 I9 1 BENEPE STREET R `JJ III ' (33' TBC - TBC) I �il > ' !' :2d A 7+1 5.5'RT(BENEPE) 15+00 TA 13+95 (KIMBALL)LS ON 0 +fl o o o> > � > > EW SSMH#3-1q > C voV N N n VI6 VI'. ' Z T STA 23+60 3.7'RT(KIMBALL) EQUALS STA 13+86 5.5'RT(TILTON) rn w <w o w w o LL w a w a'� n'Z NEW SSMH#3-18 00 Z9 o + N n + „+'^ +°' a m no N lq + + --- fiIn cn rn a o o o I 14+00 1 + '1 + I + 1 +1 0 m u O O c vs sa ss ss �cc st w as ss ss 41 = t o __ - - __ ____ =Q — -- —_ - o I"� i o K !K e o KIMBALL AVENUE EK117w� SfJA 0+86 5.5'RT N 5 N ri— rn N li_' a^ N e ; W NEW SSMH#3-3 - - - , N c (33 TBC - TBC) SHw1�tfMM4 - a 4 a c� < a ci - +c3 - e c? e ti <ti a `v ad n� a NM N �m hd d� aN JlN �N - rn I W .r of � u�S _ 13 1 jjD 1 3+0 _ z W n ° STA 3+74 5.5'RT N a a ti c e j NEW SSMH#3-2 H�E z a 00t*9 SCALE SEWER COORDINATE TABLE SSMHM STATION NORTHING FASTING LYr 6 HORIZ: 1" = 50' 3-3 0+86 1131.25 1958.38 SEWER COORDINATE TABLE VERT: 1" = 5' �/C ORD DRAWING 3-2 3+74 1131.10 2246.56 Qa & SSMH# STATION NORTHING EASTING 1107 HORIZ: 1 1 00' 3-1 7+15 1130.97 2587.90 3-18 23+60 2094.94 2597.96 1107 VERT: 1' = 10' s KIMBALL AVENUE BENEPE STREET TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING a77s a7ss — - TYPE 1 PIPE BEDDING 4795 Z I 4770 i < 4770 4790 m 4790 '�O N N�rddY 4765 n w j .�..w. 4765 4785 I ^tD N- 4785 -. N 1-O-Z Z n_ "1 d LLJ Z w m ae^ a w cn O d mTN ^ Q f ��zzzz a^ _ ut� �SM N d = �- ASPHALT c �< n d o w cr ri 47BO 4760 4760 4780 tO+> `a n w,� - - - - -- --. _ 1, 1=u-O wo A+wj3 -i -- Etna^ I N N WQ ; rIwOZ d 11 Z I H w z I— � � 1 oN�z 4d > n+W�3 ZZ d EXI NG N ? ASPHALT ^,�,'o? O Z 4755 GROUND 1yl .4755 4775 — - - — — — — — — — —f — — — — � z 4775 (n j w o \ wz EXISTING_T J m O 4750 y�, 4770 GROUND 4-,III � w __ w o a + - W J 4745 414L, ,I�n, INSTALL R-�28 LF w Q a765 m 8" PVC SDR-35 SS � � w ASTM D-3034 ' Y cr •-T a ci z p o 0 0.99X (A.B.) J F Z INSTALL 3�LF �� 4740 F 0 4740 4760 8" PVC SDR - 4760 ] w ASTM D- N w w Z z w 1a1 0 2 0m z O i w i 2.03% (A.B.) w m v`I= Z a z Na 4735 w� r; _ --- --- 4735 4755 - - - -- - z PROJECT No. w a cwi 4755 aaea.ozB n n�jdp'ndd MndIod nana doa a.Nd aa ia da aa 'Vd7 naa Nd n'd: YId � . rnddd' d ma d Ydl Yd n ^<YI <N Yn)N n)O d)n VI 0Od ddO Nadn MaY ndN dO f� I N dN Od1O nd'^ •d'I^ �^d^� °^d1 n^ rndl Io^'IrraI SHEET NUMBER V) 0Ym) M pI N ON ch om NO OlOn 'n m ^^ O OI N w ten 0 N aon 0 M N b� . ^ R ?I0 <^ N oNOnO U.60.6 OO n ^n n �- n n NO 10 m nOn n6 M^ nM6 M 4 nMd na )and 7 '� ^OYO n� nn n n� YN Y � n� ^ ^ M^n n n ^ nn n^ n^ 10n n^ do nn ^ n ^ ^ n^n URANNC NUMBER d d d d a d a a d d d d d a d d d d d a d d — 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 i w3C STA 10+73 4.6'RT mo DO6l 1 3-� O+ -'`� 87'Z7• �11 x 0 N_+EW�Z l SSMH�3-20 �Wmwze�zo��z�b aSTA 8+12 5.5'RT NEW SSMH#3-21 1 0R ES A E (33' TBC TBC) * STA 6+12 _ NEW SSMH#3-14 � OLE STREET ;0 � 2�o C)(33' TBC TB ti u rn'�T_7.7 l d V,M �, N�3 hW, a`°Z¢ o�m O C O, ,[sl - _ - - O STA 6+45 Q n m o NEW SS CLEANOUT -F o m a (n N o STA 2+11 (TOOLE }� - a O 90UALS'!STA 7+49 3.5'RT(ALLEY 13; iE NEW SSMH#3-13 l + i n ,n as 00 rnm 01� _ + „ m F 10 + N w 0 1-(: p 00- oz >A I~ile �na ly I � wlnarc - - zwEv I + I K�VBAIL AVEIrE { 4 �e oB� Y SEWER COORDINATE TABLE SCALE SSMH# STATION NORTHING EASTING �i 3-13 2+11 1635.33 2764.04 HORIZ: 1" = 50' 3-14 6+12 1635.52 2362.75 VERT: 1�� = S' SEWER COORDINATE TABLE 1107 HORIZ: 1" = 1 00' SSMHT# STATION NORTHING EASTING 0 �g CLEANOUT 6+45 1635.46 2327.26 1 1 x17 VERT: 1 = 1 0' 3_21 8+12 2059.02 2309.11 < 3-20 10+73 2134.19 2309.09 R TOOLE STREET FORBES AVENUE TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4785 TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING 47e5 TI ; 4780 0 4¢ o m o �o In o n an I " ^off Q•N�0 M z ^ NON J m 0 N 4775 Q 4775 m n m v h Iio W Z Inds u�a u a vNi°r�i�' a� N O N N3II IIw 11 N IIw �rinu^ I o' Q m a n O- N z ,pWoi awo Nnz �nnm T1nGry W ^ N m 4770 1'" z z >> d 1,> +w _In n a'O In 4770 rn nrczi ��z °pw0cn a d n^da f> II Wz II N d II N H ASPHALT o``�' o i +w-v3i o_ W F- -' Z W W Q 4765 r - v~i& z m ai> 4765 (n ] K+ - — � to - Q a I m J o + 4760 { _ - - -_ •--- _ - - -- EXISTING _ — — - ofo o rram�--- -"_- - - - - �; - GROUND 4760 Ln LJ ALA INSTALL 35 LF H" PVC SDR-35 SS I Cn 1n ASTM 0-3034 — _ _ I STALL 23 N0 LF ® 1.50s. INSTALL 82 L��- - _ _ - I''T INSTALL 171 LF w 8" PVC SDR-35 55 18" PVC SD�-35 SS - 4- 4755 z ASiR./D-3034 A3TM D 3ff34 fNSTALL 59 L — 4755 8" PVC SDR-35 SS ASTM D-3034 a !O 1.50% 'i, ®0.9�X 8" PVC SDR-35 SS r J J n 0 2.00% ASTM 0-3034 L.L1 L)o 0 0.84% 'J Z m -J Q ¢¢ 4750 w 4750 N� - z z RECORD DRAWING m Z k2 w 6 Z z PROJECT No. 4745 w 0 4745 3384.020 m ^ 1m N ^ m� m ^ d N mf N d m o n ml rn 0 o ml m1 m W -m m1 O� m� ml m1 m ml 0 m N m VI V1 N o SHEET NUMBER d^ a� Uf0 �n0 `Om ^m Im^ nm na m TO I�0 nN dN tm0 mo nh a,� a0 O� Ind min n� m'Of rh bV1 nn ^� O�^ as N� �m oIn mN 0� Nm ^d ON a0 �m 01m ma ON "]- 00 m r ri t` ri ri r ri r ri ri ri r N I� b b 0� 10 ww ww w N N w IU Im m (O Io uj M) Y d < O 17 0 0 N N - O O 0m ON w100 wb 0. O^ N'iO 00 n0 mb n� n� r� �� n (^On t^On �� ^� �� b �,� f^O� mn f^On �n ^b all^^D t^O� ^n �� Nn �n �� nr �� n �.^ I. �^ �^ bn bn �� r �^ DRAWING NUMBER as a ad d,d ad as dd da. ad ad. da ad. dd dd da ad da ad da ad aC ad ad dd da dd a'd ad da ad d dd da as as a,o- dd <d ay ad d ad dd 'ra ad ad — Q 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 U Z w N�2� VU URV 0V[� > ;J 90 9C Z< ;�. SEWER COORDINATE TABLE - +^� SSMH# STATION NORTHING EASTING z 3-19 11+32 2095.07 2345.06 ... r,n 26 00 3-18 13+86 2094.94 2597.96 ulr'i 3-17 15+56 2094.82 2767.81 " f - `O� z a � I S I TILTON STREET zs+Da' - 25 Do o (33' TBC - TBC) TILTON ALLEY o z in, m (16' ASPHALT w E (n N Vl d In 0) N N 1 1 !1 I W 1�1 tsl z n N i1 +�: I I x n n t STA 11+32 4.6'R7 �. S-- - !^ '^ -- _ - i. *tI 00 w6aa NEW SSMH#3-19 wL�n u I + I t I I •4 + 1 Q o I 1 4Z3.52< K ,.E,.- 6LHMBNT � N +4 +4 �� +0d1 23 00 SCALE mLL u n N N N STA 13+86 5.5'RT(TILTON) HORIZ. 1" = 50' + m EQUALS STA 23+60 3.TRT(K I VERT: 1" = 5' W u" NEW SS01-03-18 1107 HORIZ: 1" = 100' O sass y STA 15+56 5.5'RT(TILTON) i o l 1x17 VERT: 1" = 10' EQUALS STA 12+09 3.5'RT(ALLEY 13) NEW SSMH#3-17 �_ f2 TILTON STREET TILTON ALLEY TYPE A TRENCH BACKFILL RECORD DRAWING f ans TYPE 1 PIPE BEDDING TYPE A TRENCH BACKFILL 4775 m m mo TYPE 1 PIPE BEDDING E ��'� m ao m ^a q A's a 3 p o ° 4770 m Io n n nh 't - 4770 N lr�rnn x��.-.� ui n4' 4a♦ �cn N mN3n�n M Z o I +> w n N 4765 _ $ n 4765 Z LJ m +> ASP HAETw0z z ---- N�Zzi rn Q o I. . > = N�3z z i CL n76L1 0 4760- - 1 I EXISTING ZO w o GROUND 4755 4755 1n j Lj i a _ O INSTALL 254 LF - - - � g J o _ - _ _ --- INS LL 15 LF m 1 8' PVC SDR-35 SS _ N 4750 ASTM D-3034 - - INSTALL 170 LF 8"AS D034SS ®D-fm 8"PVC SDR-35-ASS w 00 N 0.78% (A.B.) ASTM D-3034 0'5 w n O'Q:BBi 0.92% (A.B.) w J 7 L� m z 4745 4745 a 0L) J n x V) J Z i �! ' J a a 4740 _ raj Y - _ ,n 9 4740 > w g ri w Z_ w o J x m o F¢ w a ao 4735 -.._W d _ tLU l_ U - - w. U 4735 PROJECT No. 3304.020 p SHEET NUMBER 4/ �- u1� m^ IR4 apN l9" 01^ n� O!p cn 104. m,2 0!^ 92 7 IOM 10� m^N^0 p0 �1i �N �N �N �� ION �� N� �� N I^p IND LINO mlNp bIINp mm �b t0� 10� tD� IO�IOm n ^e ^m rIu ^ao ^ nm ^m ^m ^m r1O ^,10 ^m ^Io n n ni n r n ^ n ^ ^ DRAVANG NUMBER 4^ 4n a^ i 4 4 4 4 a < a 4 4 4 4 4 4 4 4 T1,, 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 S— 11 mWIoJ� �3 4 OD., rc g o _ o o - ----,- o DO+tr7 o U o -_ -_- - --_�__ o o o o Ln U 0V N > > > n n 0 300 oB y _IN�h_N - II\4aoa'ry bt ,....°U>MU> U [ UI > UU, U Ilk YP In In V 1? wN V7? VI V n In q O Z 0i mN In wN VM VM VN VN ory, InN N 46 ae ac 46 ac c4 06 00+92 n o 1 o n o o +9 0+9 b 3.5-RT O LEY 13 + + +N + + N 4 m NEW SSMH 3-11 NM N M nm m + + + AD ° a -om 16' ASPHALT) a n a d9S 2 00 _V> VI VM V V R N > V a C VN VI VI m 0 (A 0 1+11 3.5'RT STA 10+51 3.5'RT NEW SSMH#3-15 NEW SSMHk3-1609FA99+70 3.5'RT 1-1l OLL V1 I' u: MH/3-12 m,: Db+ I . - INN �h - aO1 - mM _ O _,f1 m _ N +M - �W O O N°p Nm Nmi M _Mr Mh al0 am - ILL -I O4 h W D QN /a--r rh FQ-h Hb Fhm F - F`�Q Fw Fh H� O h - �i.n Ina rn a ut a u,a In 00+L L a vI a In al Ina - vI a Ina ' u+i m r+ o I~il e a z n a o na o STA 7+49 3.5'RT(ALLEY 13) STA 12+09 3.5'RT(ALLEY 13) t+00 EQUALS STA 2+11 (TOOLE) EQUALS STA 15+56 5.5'RT(TILTON) wo? m NEW SSMH#3-13 NEW SSMHM3-17 w OD+Ld OO+LI go 06 FEWCVSON AVENUE SEWER COORDINATE TABLE ►�-a g SCALE SSMH# STATION NORTHING EASTING HORIZ: 1" = 50' RECORD DRAWING 3-11 0+70 956.3 2761.04 92 3-12 4+ 136.30 2761. O R� VERT: 1" = 5' 3-13 7+49 1635.33 2764.04 11 x 17 HORIZ: 1" = 1 00' — 3-15 8+18 1704.09 2764.59 - 3-16 10+51 1937.71 2766.50 m 1 1 x 17 VERT: 1" = 10' S d 3-17 12+09 2094.82 2767.81 e m ALLEY 13 i M m E A TRENCH BACKFILL 4785 m � d —T'YPE 1 PIPE BEDDQI a7s5 r zED n4780 4780 x O j m.=m m.- ^m^ O r2> �^ ri a� m.l m K? Q r o n z n m a�a IM_ a eool` —Ed-- I� Z mdmm Q 4775 — — — ` a aw�z ��m Nm ^�n �� 4775 W Z wld m vra Nma i> m a n vla�la uMivimm (/'1 O Vl d II >F VI pp Z S Q � a�>> w =- j 4770 _ — o N¢?.? ASPHALT - -_ _+>:o z o 3¢ 4770 Z Z IT II Of 4765 INST�37IF _ w 4765 YY > w M z 8" PVSS c — _ Z Z_Z_ O ASTM D-3b34 EXISTING m p a w 0 1.SOR GROUND --- _ m _ -j + 4760 INSTALL�171V 4760 w Q o 8" PVC SDR-35 SS 'INSTALL 234 LF w ASTM D-3034 8" PVC SDR-35 SS (/') In 1 915 ) ASTM D-3034 LJ O't'ti7- 4755 L 1.209 (A.B.) INSTALL 157 LL - w� 8 PVC SDR-35 Sn �.- x ASTM D-3034 W ®2-+4%- a J 0L) m 2.12`e (A.8.) a J Q a o F 4750 j w 4750 - - _. _ _ _ __ .� - N Z Z m UJ w Z F S Z Z PROJECT NO. IL w 4745 w U U 4745. 3384.020 a O N mhah^h� ^raa^rss p�haIN^rs N�ha�hs rr^amm�h^a mrramN�hs ^raaa0�ry1. rr'aN�hs m^raO�h� Nrramrraa Mrhadr^ma h<��r�v mhsNhy� tra0Oh^a ara0hs1 mrahhs hNa rMs hhs ry aNry sM a� m mm ,° mad as aa a� aa a� a0 as a y as as aNd ey ed ea ay a.s a s as ams a� a< a a a a SHEET NUMBER I m m O hmN OR p M O m Mn OI m M m mOO mNc� at am t0 m ^m MN Na N< m1 m m m O O O O O Nj V ,omom m DRAWING NUMBER< rhrrsmm s a a ada n _ S- 12 D+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 8400 8450 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 i m UZ_ U ¢ ��w0 t/UjZ 00+0 DO+0 a z COTTONWOOD ROAD DDT "W p� ov w �s DO+I N y e O1 OD+L 100+L r --.. +> 0 O rn - - m - +u _ _ n> <> - m DD+Z o 00+Z -00+Z „ W N F o fF'1 i A/�L��EY 8 + + + T + + 1 + + I + I 1 --o - _ - o U -o- +F g _ 2 - - o 0 00+E o o - - 004E zz�g u a0 C>- n; ow m 0 N c + w M� N N 00+b STAFFORD AVENU 00 w € U m m O - + 00+ 1 +I t I + F + I + f + 6+ + u 0 0 0 0 o 0 ALPSALT/CURB/SIDEWALK RESTORATION. SEE DETAIL� SCALE RECORD DRAWING HORIZ: 1" = 50' VERT: i" = 5' { 11x17 HORIZ: 1" = 100' a m i i x 1 7 VERT: 1" = 1 0' r�) Z V 00+0 CU+0 W Z j COTTONWOOD ROAD = N � w F > m oo eo O w O 00 1 I rn m (n w + +� n 100+I i ¢ Q V1 W _ Q m V) W a F-- w( O � W W fl� a o +z U U L'i F F J Z ZO Ell J a C Q N U O + + 1 + I + ALLEIY 8 + I J p _ G - -�-- G + 1 + I - + j I } PROJECT N0. O O ____- _—. O 11�� 004E - - - ---- - 0— ---- - - - -- - - _ - o_ ,�00 f 3384.020 i SN(If NUMBER 1 DRAWING NUMBER S- 13 i m V Z w 2oNZ V NEW TEMPORARY RETENTION PONDS wm MIN. POND VOL=100 CF BANK WALLS 03:1 MAX POND BOTTOM SHALL BE EXCAVATED TO t NATIVE GRAVELS AND FILLED IN WITH FREE _ b33N��y DRAINING SOILS 2 .z� o A COTTONWOOD ROAD 3 ti Fo R 4 o g C� - ^' _ AL6XAND6R 15" SDR 35 PVC 15" RCP STA 11+27.97 83.0' RT 15" SDR 35 PVC ( ) n I +o I + ALEXANDIER ALLEY o 1 SfiR$ET f77" -_ INV TO POND 15" SDR 35 PVC SD (63.0' RT) STA 4+27.13 (12.0' RT) NEW 48 SDMH w�rcrc m NEW STD. SO. SDMH AND INLET pp iw C.O.B. #02720-1A w� a i � F STA 1+42.82 (12.0' RT) w NEW 48" SDMH 8 STA 7+70.01 (83.0' RT) NEW STD. SO. SDMH AND INLET STA 8+03.02 (12.0' RT) C.O.B. 002720-1A NEW STD. SO. SDMH AND INLET O C.O.B. #02720-1A — — SCALE cx w HORIZ: 1" = 50' & VERT: 1' = 5' eQ llxl7 HORIZ: 1" = 100' Rn Mom 11x17 VERT: 1" = 10 r� SD SOUTH OF ALEXANDER aQ SD EAST OF COTTONWOOD 'o TYPE A TRENCH BACKFILL 4795 4790 TYPE A TRENCH BACKFILL 4790 W 4795 M t°m TYPE 1 PIPE BEDDING Mm a _ TYPES PIPE BEDDING p O^ � i rn ID ., N Q �m m ♦fl .. a PROPOSED IGRADE d a 4785 o u a a m o 4790 �_ ¢ ^� 4790 4785 < z a ALONG STORM DRAIN CL - ------- ---- 0 a i1 a EXISTING GRADE o o 0 N a m z z ALONG STORM DRAIN CL N a M Z O N PROPOSED GRADE 4785 ri x H II ALONG ALLEY CL �^, ._ a 4785 a780 + _w z + J$^$ h780 O Z + Li z EXISTING GRADE- a a — w °0 w N U a w ALONG ALLEY CL n o ^ `^ rn ~ f mww� < m>> — _ <n U>> < c)» _ a f>> W U -zz 4780 N — — — — 4780 4775 LF 15"SDR 35 PVCSD 0 1 \ ` -` 4775 Z I .27, 0 0.57 ~ 264 LF 15" SDR 3 325 LF 15" z w v1 vc SD > w SDR 35 PVC SO 0 D,SBy --- — _ 4770 p � 75" R P p 4775 4775 4770 ® 0 0.51% V) K o0 % V1 + 0 0 7t SDI p -6 a1 Z a n —INSUL m Q � 'on 4770 _ _ w m e (n (if 4770 4765 4765 Z 1 o z o p ~ d W + _ R N zp N p -1 r l7 }a L Q 4765 c 4765 4760 a 4760 O z10 _ W = OJ 4760 a >> 4760 4755 /bS N Q JJ J RECORD DRAWING w w w Z m V) 0 z� z _a 4755 w a 4755 4750 w 3384.020 SHEET NUMBER O m ul < tO m m 0 0 n m O� N m �1 N O1 l0 o n O m N in ul O m h �p O N O pi 1p n n N O h rn m o^, m of m m m� �� ,� �o mo nm mo °' m on, I' m m n i° n n n n n n n n n n n n n n n n o 0 O < a < d Q O Y0 a s a., a 0 O 0 O a a < a < d a < d O < r d T d < < < a a Y < d O d^ < a Y < J d d CIRAWING NUMBER SD- 1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+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 mop L"N ' NEW TEMPORARY RETENTION PONDS MIN. POND VOL=100 CFNEW TEMPORARY RETENTION PONDS BANK WALLS 034 �7 1 MAX MIN. POND VOL=100 CF POND BOTTOM SHALL B BANK WALLS 03:1 MAX NATIVE GRAVELS AND FILLE POND BOTTOM SHALL BE EXCAVATED TO NATIVE GRAVELS AND FILLED IN WITH FREE DRAINING SOILS. a; p �Q_ COTTONIFOOD ROAD o 0 15" SDR 35 PVC a 15" SDR 35 PVC m STA STD. S84 SDMH AND ®' NEW STD. S0. SDMH AND INLET C.O.B. p02720-1A STA 19+18.01 (83.0' RT) STA21+72.84 (83.0' RT) F'I 7! --u- STA15" RCP NEW 48" SDMH INV TO POND 14+98.84 (83.0' RT) NEW STD. SO. SDMH AND INLET �eE � C.O.B. 002720-1A ALLEY 8 SCALE g HORIZ: 1" = 50' s� mm VERT: 1" = 5' 1 1 x 17 HORIZ: 1" = 100' SD EAST OF COTTONWOOD 11x17 VERT: 1" _ ,o' �n vm 4780 ad F � TYPE A TRENCH BACKBEDDING LL _,__,_ RECORD T�O� DRAWING N TYPE i PIPE BEDDING jL1`lu/' lA\I n m 4775 °�° �0 4775 md a < m o a n m a D n II II O m a w w N EXISTING GRADE e e N7 z m 4770 d » - ALONG STORM DRAIN CL o e a a 4770 Q n ~n �zz In �zz af= +z>za (/) o ro PROPOSED GRADE Q : w — _ ALONG STORM DRAIN CL > �' O1 S d v F _� > EL Q 4765 - - --- -- - -- -- --.. v, a z z ----- - 4765 o � � w 386 LF 15"SDR 35 PVC SD 0 D.95.L q - - _ p > o d 4760 — _ __ 4760 � o C SD = 261 LF (p.B.)5" SDR i15 PV 0 1.15% vr- � g L) a Cn Z O Q o SDI 4755 v 4 C) a z "� �INSUL 755 w m r o �m> z m z LJ Q m 4750 p a 4750 cn a + Y r Z N J W Of N � Of w J Q O 4745 ; to4745 w z w IV a w z Z O z ¢ a O F z z a 4740 w w cw.i 4740 PROJECT N0. O 3384.020 N O SHEFT NUMBER M o d d n c m m Lq N T n a N o n n M n d cp ID t0 b < M Nl M N N N [V O O O O O m m m m N N N N n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n DRAWING NUMBER d a d a 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 SD-2 3 m00 <mUZ 2 ZQ S Q � O C - awWz o� a� °o I iW'�o Li NEW DETENTION POND AL -F"9 _ «� �T EL. (EAST)=4770.25 STA 1+29.26 (40.0 RT) BOTTOM EL (WEST)=4769.75 r� NEW 48" OUTLET STRUCTURE TOP WATER SURFACE EL-4771.75 SEE DETAIL STA. 2+61.00 (16.5' RT) a 'q TOP BANK EL.=4772.25 ' INSTALL 24 LF STORM DRAINAGE CHASE tQ POND VOL.=8700 CF 1� PER C.O.B. STD. DWG. NO. 02529-14 o BANK WALLS 9 3:1 MAX ¢ W=34", H=6" Y' �q 18" SDR 35 PVC 'STA 1+60.3 ( STA 1+37.26 RT INV OF STORM DRAIN (20.0' LT) I DRAT ) INV OF STORM DRAIN I N STA 1+42.82 ( 2.0' RT) NEW 48" OUTLET SRUCTURE INSTALLED 1.8 FT STA (-)0+26.57 (40.0' RT) I ro SEE DET IL INV OUT ` INSTALL FLARED-END SECTION o 0 0STREET - L AND TRASH RACK 4 w 0 + I rh I + I + an en 0 0 o rc PE1VlY STREET STA 17+82.00 v !1 18" RCP - NEW STD. SQ. SDMH AND STA 4+20.42 (12.0' RT) NEENAH R-3362-L 8 - IB" SDR 35 PVC STA 3+11.83 (20.0' LT) FRAME AND COVER NEW STD. SO. SDMH AND INLET INV OF STORM D 18" RCP RIM=4760.09 g STA (-)0+25.14 (20.0' LT) STA 2+61.82 20.0' LT C.O.B. 2720-1A NEW POND ! ( ) INV=4758.29 IN''yy OUT INV OF STORM DRAIN BOTT M EL 4757.50 I114dTALL FLARE -END SECTION TO WATER SURFA E E 4758.50 pp,,11RbR TRASH K 15" RCP- STA 2+86.74 (20.0' L TOP BA K ELP=4759.00 I I 25 LF 12" RCP 0 3.36R w�n o w y NEW STD. S0. SDMH D 15" SDR 35 PVC 1 POND VOL. 7300 CF STA 17+82.00 25.0' LT NEENAH R-3362-L BANK WILLS 3:1 MAX INV TO POND= 4757.84' (A.B.) w ? F a �4 FRAME AND COVER O U E 9S R SCALE HORIZ: 1'" = 50' < ag I VERT: 1" = 5' F 11x17 HORIZ: 1" = 100' 1 1 x17 VERT: 1"' = 1 0' S SD ALONG PERRY BEr�S SD SOUTH OF FOSTER �R TYPE A TRENCH BACKFILL m m a ales TYPE 1 PIPE BEDDING J van oN 4785 4775 TYPE A TRENCH BACKFILL 4775 TYPE 1 PIPE BEDDING m n O n a N 1 ¢ o rn 4750 a' _ 4780 4770 4770 a b ^ N N N n 0 11 �rn II II o O=.O 0 W O 9 N3a N n3a a �N ,,,000 PROPOSED GRADE ALONG C' + + + PROPOSED GRADE "�vO1i 1D^N Q o v; '"' ALONG PERRY Cl tO w^n d^ M Q N tJ a d N d FOSTER CL f>>> wig>> r U>> 4775 4765 oiO II II�II 4765 I- 0 4775 N o z z z - fn z a?? In z z - - -- - -..__Ic.+.o w a_ L,_I Z OL N FUTURE COTTONWOOD ROAD w O v� V1 O NORTHBOUND LANE a Q °D o >>> EXISTING GRADE ALONG = \ "D6E-1 _ - 0 a z z z FOSTER CL 0 4770 N-p 4770 4760 4760 O 0.5 % I Z = `u EXISTING GRADE 01aALONG PERRY CL - - Z O + h 0J . im i O > N 9 4765 N II _ 11 N N II �n o -_ t_ 4765 4755` t8" RGP SD ®0.607 - -- O pp 4755 L%1 w m m LLB " ___ -.-_ -_- FO � O _ N n b �> p u� rn a nn n N II LL } + N + + N b O n m ? >_ O f -N o F f<i+ a > - (/n 4760 4750 0 1 4760 4750 w + V O N U N- dd LLa 0. I J n II J + (n O U U > w O Q J F > > m z Laj m 4755 4755 4745 N q;n5 Z w o O a U & I LLLJ O z m O m J Q 0 LL a rJ J Q O 4750 N 4750 4740 a 4740 � w N N Z z z Z O z W � w RECORD DRAWING Q N w W w - PROJECT NO, O 4745 w U U 4745 4735 U 4735 3384.020 O dnn�^0 0mna nna HE ET NUMBER O Ol O, N U NM d O O O � mm N N � w oanwiHc NuweE R = N SD-3� N - m _ n Oln +00 00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0400 0+50 1+00 1+50 2+00 2+50 3+00 30 (39.0' RT) NEW DETENTION POND li m9 , STA 45+B5.22 u� ) THE 6' POND OUTLET PIPE BOTTOM EL-4756.15 NEW 48" SDMH WAS RELOCATED FROM TOP WATER SURFACE EL-4757.65 TOP BANK EL=475B.15 THE SDMH O STA 47+65 zJo� S 18" RCPA TO THE SDMH O STA POND VOL.=4300 CF 46+65. SIZES AND BANK WALLS O 3:1 MAX ��r, STA 46+65.24 (32.0' RT) ELEVATIONS REMAIN THE '�o NEW 48" SDMH SAME. (A.B). 15" SDR 35 PVC STA 27+38.64 (40.0' LT) „ INV TO POND=4756.15 b 39+04.27 (39.0' RT) 18" RCPA STA 39+-10.24{d2.9'-RT) ( ) (39.0' RT) STA 47+65.41 (32.0' RT) z 40+57.00 39.0' RT INV OUT NEW 48" OUTLET STRUCTURE 24 LF 15" SDR ? ow s INSTALL FLARED-END SECTION STA iB-r5E 24(32,0--RTC STA 43+17.74�.0 49 35 PVC O 0.5% Q I^r �s AND TRASH RACK NEW 48" OUTLET STRUCTURE SEE DETAIL ;� z Om m M¢J NEW 46" SDMII - SEE DETAIL STA 27+38.64 (16.5' LT) A �� NEW STD. SO. SDMH AND INLET Y c 15" SDR 35 PVC C.O.B. 02720-1A _ 15" SDR 35 PVC 45" SDR 35 PVC NBC=4475 4756.15' A.B. �� STA 47+91.07 (32.0' RT) ( ) NEW 48" OUTLET STRUCTURE 4 53.01 SEE DETAIL ( 28+41. STA 27+38.64 (16.5' RT) - - - - NEW STD. SQ. SDMH AND INLET .- C.0.8. D272D-1A TBC=4759.00 1--- o I - - o 0 o 4+0 -_ _�- } o p + INV (EhW)=0.7b&434756.27' (A.B.) 4 p p $ $ p p DURS7'ON ROAD $ O 0 z �XTF_NDEl2_ OF PIPE (A.B.) - - - -- -- - --- - -- - - - a 16 L(- 15" SDR 35 PVC-FLAT TEMPORARY RETENTION POND UTILIZING NATURAL CONTOURS 21 LF 15" SDR 35 PVC-FIAT STA. 40+62.54 (25.0' RT) 27+0 _... a INSTALL 25.0 LF STORM DRAINAGE CHASE 3 DO PER C.O.B. STD. DWG. NO. 02529-14 STA. 3+50.82 (16.5' LT & RT) STA 47+91.07 (53.0' RT) 's p W=34", N=3' INSTALL 20.0 LF STORM DRAINAGE CHASE 33 LF 15" RCP O 0.5% INV FROM POND W PER C.O.B. STD. DWG. NO. 02529-14 1° 19 LF 6" SDR 35 C-F T C C W=34", H=3" - TEMPORARY RETENTION POND pW +6655.�24((-A$. UTILIZING NATURAL CONTOURS , STA 5+65:4T `51. RT) � INV FROM POND o STA 40+50.24 (50.0' RT) $S,t INV-CAP PIPE UNTIL PROPERTY NEW DETENTION POND o FTO THE SOUTH IS DEVELOPED BOTTOM EL=4755.25 O W�, v' ' T" I TOP WATER SURFACE EL-4755.75 26+00 ��- "� 0_4yg TOP BANK POND VOL-975 CF 2 00 (�.r'�d � BANK WALLS O 3:1 MAX SCALE - cx,-,o �� '• - HORIZ: 1" = 50' O d x - VERT: 1" = 5' 1107 HORIZ: 1" = 100' �£ 11X17 VERT: 1" = 10' S SD SOUTH OF DURSTON TYPE A TRENCH BACKFILL a Ao dd vmw 4770 477o -6 TYPE 1 PIPE BEDDING RECORD DRAWING dam" �in �nprn� r= d 4- ' mom O a naa O 4765 a a rO• a" a it '� va 4765 0 rmi en J-11 a �'�r11TIX. N uNi a n a m II 3 n rn N ..3 II v F nrf m l l = np3a n�>•.•w ink n�>in�� o EXISTING GRADE a p ddd^++p + "w a w w w g a o 0 a p"�'y>>EXISTING GRADE x A 4760 N p 3 ALONG DURSTON CL n w ALONG STORM DRAIN CL 'a N 3 N a N w?'0 0 F �+>> F�,�>�) I4760 M a o wl-w - <NW;N - - - - - d OD -»> to rrz£zz to'gl&z-z-z LLJ Z f wozztn PROPOSED GRADE �ro�za N^a0�zz tnaa-zz= Q Q o >>>> ALONG STORM�DR a - m f�zzzz _ - - - = O a- fy 4755 _ _ 4755 Z - '� - - - - - - - -- - - LF 1 P - - I Z O to to 0 O 0 0 4750 m 4750 V) � o+ z d CL O a p' w - = I � N � Ilp Q + 4745 N .a 4745 N n O z Z + 3 0 ~ < n d 4 W I,_ o 4740 , c o 4740 g 0 � O W V) G 0 J a N 4735 w 4735 w z w o J z m � Z W U W w 4730 PROJECT N0, 4 3384.020 O O N N b M O �'1 O u1 f d a t0 rn n O (T O a0 SHEET NUMBER N) Ml N N N uj uj tp N to N N N N N 0 N N YI N Yl In0 N N 0 0 N N N if1 N N N N N N N DRAWING NUM n n n n n n r n n n r n n r n r r n n n n n r r r n r n n n n n n n r f a a f a a a a a a a a a a a < a a a f a a a a a a a a f a a a e a a a a a BFR 39+00 39+50 4G+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 SD-4 I 3 mom ISTA. 0+44.82 (SD) STA 27+08.02 (15.0'LT)STA 16+65.96 (63.0'LT)STA. 16+31.12 (201'LT) HANLEY STA. 0+79.82 (SD) NEW 72" SDMH INV TO DITCH STA. 16+33.83 (189'LT) HANLEY NEW DETENTION POND OUTLET STRUCTURE BOTTOM EL(W)=4769.40 15" SDR 35 PVC SEE DETAIL j BOTTOM EL.(E)=4768.95 '. 12" SDR 35 PVC TOP WATER SURFACE EL=4770.40 STA 26+87.68 (15.0'LT) TOP BANK EL=4770.90 NEW 48" OUTLET STRUCTURE STA. 0+88.22 (SO) POND VOL=6950 CF SEE DETAIL ? p W STA. 16+34.01 (181'LT) HANLEY BANK WALLS 0 3:1 MAX INV FROM POND NEW DETENTION POND 15" SDR 35 PVC BOTTOM EL-4769.00 _ _ STA. 26+77.68 (15.0'LT) TOP WATER SURFACE EL=4770.00 - INV FROM POND TOP BANK EL=4770.50 _ _ - - POND VOL-850 CF 0 BANK WALLS 0 3:1 MAX + �I 17 00 � o I x BR&'NDF.'N STREET m + I 1- + t + - 1 �' P o 0 0 0 0�, ❑ p _ r l - W _ STA. 23+97.32 (12.0'RT) BRENDEN -I STA. 25+31.36 STA. 25+81.37 rr STA. 1+37.42 (SD) STA. 16+38.91 (11.0'RT) KIMBALL INV INV 4 TA. 16+27.90 139 LT HANLEY �+ INSTALL 27.0 LF STORM DRAINAGE CHASE S ( INV TO POND + I PER C.O.B. STD. DWG. NO. 02529-14 16 00 d o� BRENDEN_S�'R6BT _ _ STA. 26+83.18 (22.5'RT) 4 2h z_ W=34", H=6" 15" RCP INV TO POND=4'769,23( _. R ¢ i 4769.23(A. 12" SDR 35 PVC v 1 292 N 50 LF 15"TSDDRR I ii z m 2.17X(A.B.) W U N F_ STA 2+67.00 I 7 6+e kkyLSD) in 1 N _ ,TA. 16+08.86 (16.5'LT) (HANLEY) NEW STD. 50. SDMH AND INET C.O.B. '02720-1A v E STA 27+33.24 (22.5'RT) STA 16+28.71 (37.50'LT) '2" RCP SCALE e StA 3+00.00 (SO) 2 NEW 48" SDMH Q STA. 16+08.86 (1 5'RT) (HANLEY) „4 HORIZ: 1" = 50 NEW STD. SO. �MH AND INLET VERT: 1" = 5' c.d,e. N02720-1A 15+0o M 1 1 X,7 HORIZ: 1" = 100' �-e_ s '' T . + , „X,7 VERT: _ ,D' RECORD DRAWING SD NW OF HANLEY SD ALONG BRENDEN TYPE A TRENCH BACKFILL mm 478s 4191 TYPE 1 PIPE BEDDING aw TYPE A TRENCH BACKFILL a TYPE 1 PIPE BEDDINGo m PROPOSED GRADE s E ALONG STORM DRAIN CL i e w y O gr m M J j 4780 0 o a a 4785 w z z ryv1 <:D J S = r OI FT Z z W vJ � Of z in inIpp. op w J O U)� VI iA p. N N 10 O �nm 4775 Q d' 4780 N ZO m a ooi��m om�o om�b mar;uom am r n PROPOSED GRADE r r r'O m ac�o Nmwr,oa� mo a o.60 ALONG BRENDEN CL mwrlo rd m� d�yd Q O m orn om ++Or p++Or d r 11 II r II Z ++0 w0 ++ci 00 �J II d^II ��=jd a = O m +O> u u EXISTING GRADE +O>Z•� r,o m w v 4770 J u +m 3 d d o>> d d c�>> ALONG BRENDEN CL ctO.1 N w 3 Q O p J 3 F Q 4775 o=N`Jwi�tOi1 - viU~i��zz NNP�zz �_> > I Z w � L >>> V l d z z Z d N O U In 1 4770 _ - - - -_ __. - __ - 4765 o a_ w + i o0 0.87% a-Ko \ � > � O N 00 C ' a v 0'0 MNa MOMi m Z O o> M M o Jm <n J -m Np +�� +� �r M 4750 n 4765 Na_r _ J Npin- Na_ -. o� „�¢ (n N 1 2 0 N a0 ? nZ f z M _ UZ <Z J QZ �� K o a ^0 > lz zw �zw / p)p N L +r Z + Z p W f~/1 II �> p In m w o p J_ f - w'o o m z_ In - Lil w m 4760 a S If n m v' N EXISTING GRADE - m,m N o LL a + z w m O ALONG STORM DRAIN CL _ U1 p J- M O.O M F N O r Z Z L` w o + N O a a N o J C O in yr N m a m �w a w 4750 La3- 4755 `"' la- a �++. _ - Y -- w Z N W Z w 0 Z Z U + J 0 w J J CO Ln / ? W Z O W W to 0 2W Z PROJECT N0. ry 4750 N w U wn U U 4745 3384.020 p O h Mj d mrd !d� Nrd rd mrd Mrrd Nrd rdi Orrd Mrd rd rrd Nd rd dd rd Nrd rOmd d Omrd d mrd Od�m�d mddd 0dMd dd. dod 0. dDpNd Ndd dd dMrd dp - � SHFF NUMBEP ml N O - m0-Q0 mrm rw 0 0 w DRAWING NUMSf R d dd dd d d d - -- - - SD--5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 i mUZ mo �QO NZ aww� go INSTALL 20 LF OF GRASS > "N'O`¢�'� s� 36" CMP - 36" CMP -36" RCP LINED DITCH W/ 2.0' BOTTOM �� 3s" RCP 36" CMP 36" CMP AND 4:1 SIDE SLOPES owa tier ate' %Q ,4LEE -f8 b z 2 L Od Q a r � 00+91 °a q w m 44 o Q o i o � 0 V w u ILO II .. 9O � 1 _ z U �ii wUNa N � o +o -- o r + Be 0 0 0 07-0-, 0 0 0 0 0 0 FEWUSO VAN ENUE 0 0 0 STA 12+65.78 (37.5' LT) REMOVE EXISTING PIPING WEST 15 SDR STA 16+65.96 (83.0'LT) FERGUSON wy � EX NEW SDMH AND CONNECT STA 72" S 02 (15.0'LT) BRENDEN STA 23+01.44 (63.0' LT) �__{_ � 0-1 @ �o EXISTING PIPING TO NEW 48" SDMH NEW 72" SDMH NEW 72" SDMH 8 STA 14+46.01 (63.0' LT) STA 18+57.05 (63.0' LT) STA 19+43.05 (63.0' LT) w NEW 72" SDMH NEW 72" SDMH SCALE STA 12+01.31 (63.0' LT) NEW 72" SDMH a REMOVE FLARED END SECTION STA 25+37.53 (63.0' LT) AND TRASH RACK STA 16+28.71 (37.50'LT) INV TO CHANNEL HORIZ: 1" = 50 NEW 72" SDMH m m STA 27+33.24 (22.5'RT) INSTALL FLARED END VERT: 1" = 5' ` d a NEW 48" SDMH m m 1 1 x1 7 HORIZ: 1" = 100' s' mm M� dd 11x17 VERT: i" = 1n' m r_O N O r oM ad Z 0 a In zSD WEST OF FERGUSON o dd rr �o as mr mm �d d m o wm "� �Z - 6 m EXISTING GRADE - TYPE A TRENCH BACKFILL 479' w ALONG 36" STORM DRAIN CL m m --TYPE 1 PIPE BEDDING o u ui d a Jan c 1, m m In a + >z = a 11 1 _ in m m �rvv�311 J ui r r a a m f' �� Is c�i °d Qa o d _ ^xpp co In 4780 v�in�zz » ao�� rMi rno n Z Zm W v N t`A" II II .6 d T to N- - PROPOSED GRACE d + +x>;a ,o o n I o c e ALONG 36" STORM DRAIN dL �-�`+ >> e r w 11 + +_ �i -0- NrK2z CNN W.N > z i VI �r�W�� Z �- �» NV1W3vUI r a^- . Vl lnr zz j oN 0 � 4775 4//5 IA-e-d Q W> z dl II N O r N W�fn +y>Zd "I ry,p Q O, W b M t0 m Q Z 1-fV » f 0 W,,VI d Z O,a0 J = j z V1 r K Q >> d r r O jp Q - F N-Z Z d d d M O> 4 IID f/1 4/10 .. CMP ® T. - v,r xx__ +=>Z a to�p Z L W o (AH1 to -.1 F >> rri Z w MP ® O _ Inn�iz N Oae LJ 4765 1.94 1 86 L - _ N I 4765 Cn 0- + n_ Q A. - - - --. O --- LT] z H o Q N + 4760 z \ \_-4760 vi U LLJ N 236 LF 36' - z (n 0 0 w � 4755 4?55 M 0 w 0 zz J Z N a o Q a to 1750 J L,J 4750 z w RECORD DRAWING m 1~il w - - PROJECT NO 4745 w U 4745 3384.020 SHEET NUMBER DRAWING NUMBER - - - --- SD-6 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 224-00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 FIBER STA. 26+14,29 (16.5' LT&RT) NEW DETENTION POND m3o� 112 LF 42" RCPA INSTALL 20.0 LF STORM DRAINAGE CHASE ® 0.40% SLOPE PER C.O.B. STD. DWG. NO. 02529-14 BOTTOM EL=4756.60 REMOVE EXISTING 30" RCP GAS TOP WATER SURFACE EL=4758.10 AND STORM DRAIN MANHOLE SD INV IN=4753.45 W=34", H=6" INV OUT=4T539B 753.02 (A.B.) TOP BANK EL.=4758.60 INSTALL FLARED ENDS POND VOL-5225 CF �, °z �o BANK WALLS ® 3:1 MAX CONNECT TO EXISTING STORM INLET oe 8 u ON BOTH ENDS STA 60+99.42 25.0'RT ate `-' ° ( ) REALIGN AND EXTEND EXISTING 15" RCP NOT TO SCALE NEW STD. SO. SDMH AND INLET �,�° TELEPHONE C.O.B. #02720-1A STA 62+83.18 (65.9'RT) 45LF 15"PV�-A2000 (A.B.) TBC=4758.73 - --�5--R6p- DETAIL SMa.1tr+4 4�.1 1��64 NEW 48" SD OUTLET „. it��Tee lswt view. INV=4756.48 ^, N7, REMOVE EXISTING 2406 CMP STRUCTURE SEE DETAIL 1 �2133 Q0.I.1AJ PIS[ STA 65+56.33 59.2'RT DURSTON U.•S.� WTR CROSSING ( ) SWR CROSSING INV OUT=4756.60 INV 42" RCPA=4753.12 INV 42" RCPA=4753.I6 TOP OF WTR=4750.42 mo m a% TOP OF SWR=4748.47 INSULATE AT CROSSING �o�' 0 2; a a a a � --�- -1 1 i F + �-- -- i + f 't t- 4 -- _- -I _- �- t - - + - 0 0 0 0 o a o g o 0 0 o rn m 0 0 0 0 0 0 0 o S 0 0 0 W IXlRSTON ROAD i Do WEST TO JUST OUTSIDE HOLE AND CAP _ NOTE: -•- SEE IRG SHEETS FOR w 36 LF 15" SDR ESIGN WEST OF MANHOLE w o 35 PVC ® 0.5% ,C5 to DESIGN DRAWINGS FOR THE RELOCATION OF THE MAYNARD-BORDER IRRIGATION - �.�';� - - - _ - ( S.'1 V - +••�'-'�°' 2 o �^ DIVERSION STRUCTURE WILL BE SUBMITTED UNDER SEPARATE COVER. STA 58+96.04 (35.5RT) o w o NEW 48" SDMH o y O1 0 4 z. z F i SHOWN ON IRG k STR SHEETS RIM=4759.58 STA 62+83.18 (101.9'RT) y� o w a INV 24" RCP (W)=4253-�i 4 53.60' ( .) 27.5 LF 15" INV TO CHANNEL=4756.42 e i a i INV 15" PVC (SW)=43"4. 4 4756.03' .B.) SDR 35 PVC ® 0.5% W/ GRASS LINED SWALE INV 24" PVC (SE)=435&7Y4753.60' A.B.) 30 LF 24" SDR 35 PVC ® 0.36% I � STA 59+08.45 (62.8'RT) INV TO CHANNEL=4753.61 10.0' CHANNEL BOTTOM _A STA 60TO PO (52.5 6.35 W/ GRASS LINED SWALE W/ W/ 2.0' MEANDERING CHANNEL INV TO POND=4756.35 125 LF 42" RCPA �w g� SCALE 2.0' BOTTOM AND 4:1 SIDE SLOPES (NOT PART OF CONTRACT) 0 0,40% SLOPE )) HORIZ: 1" = 50' sSA 60+00.26 STRUCTURE INV CUT = 4756.60 A.B.) NEW 48" SD OUTLET STRUCTURE VERT: 1" = 5 SEE DETAIL� INSTALL FLARED ENDS 2 NEW DETENTION POND 86 LF 42" RCPA 1� 1 1 x 17 HORIZ: 1" = 100' ON BOTH FNos 6 BOTTOM EL.=4756.35 ® 0.40% SLOPE 0 20 LF 15" SDR 35 PVC ® 2.28% TOP WATER SURFACE EL=4757.85 INV IN = 4754.87 r,; 1 1 X 17 VERT: 1" = 1 D' TOP BANK EL.=4758.35 INV OUT = 4754.53 RECORD DRAWING STA 60+00.26 (83.00'RT) / POND VOL.=3050 CF INSTALL FLARED ENDS S` INV TO CHANNEL=4755.57 - BANK WALLS O 3:1 MAX ON BOTH ENDS - y W/ GRASS LINED SWALE - SD CROSSING DURSTON SD CROSSING KIMBALL SD CROSSING FERGUSON 4775 TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 177, w TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING TYPE 1 PIPE BEDDING � o 4770 4770 o n o m o PROPOSED GRADE ALONG 42" STORM DRAIN CL a N� Z 1, PROPOSED GRADE PROPOSED GRADE n765 Q ALONG 42" STORM DRAIN CL� ALONG 42" STORM DRAIN - EXISTING GRADE W ALONG 42" STORM DRAIN CL V) p O EXISTING GRADE Q Q ALONG 42" STORM DRAIN CL EXISTING GRADE _ 0 ALONG 42" STORM DRAIN CL 4760 4 760 � Z I Z O w N Z � � w � 4755 _O > 86LF 42" R A ®0.4 O Oo 112 LF 42' A ®0.40% - --^ - - 125 LF 42 R A ®0.40% m 4755 N w + m o m N v O �o INSDL o+ v + Q = I o 0 o Z ~ INSUL o I N N+ o Q o II6 Q + I o } F II r 'n 4T50 CY (n Z a <v~ z a Z o w 0 0 0 V .I O p0 0 4/45 } O z o W E_ FO p O J Z U1 w a m _J w� a a Zi y � 4740 ] w z w w 2Z w N Z m o m Z zwW Z Q �x z N x W tl U x iw PROJECT NO. } w w U 4735 3384.020 SHEET NUMBER h O 19 u0 h N rn N N o a N N T < t0 �'1 o tOi m r ^ t` mir O1 m O� OI Ol 0 I� DRAWING NUMBER 0+00 0+50 1+00 0+00 0+50 0+00 0+50 1+00 SD-7 7��'zGRADE TO DRAINAROUND MH AS REO'D CUT TEE SO GRADE TO DRAIN ELEVATION EQUALS AROUND MH AS REO'D RIM 72.7w, MAX WATER ELEVATION 71.70 A.B. 18" SDR-35 PVC CUT 12 TF:�§ 0 MAX WATER ELEVATION 71.75 RIM 58.65' R SO ELEVATION EQUALS 12" �� o MAX WATER ELEVATION ' 3765 V MAX WATER ELEVATION 57.65' 69.66' (A.B.) 8!:&C INLET PIPE 18" SDR 35 PVC O 0.50% i INLET PIPE 15" SDR 35 PVC-FLAT 55.69'(A.B.) �,, 55.69'(A.B. k' OUTLET PIPE 15' SDR 35 PVC O 1.23% OUTLET PIPE 18" SDR-35 67.93' (A.B.) 15xi5x15 OUTLET PIPE 15" RCP O 0.70% PVC O 0.70% 87.9d 41.5" PVC TEE 19.5" g o_ SUMP 9" $ 15" CAP/PLUG WITH 5+86'54.14 A.B.) INSTALL WATERTIGHT FLEXIBLE COUPLING 16x18x18 �- 6 1" DIA. ORIFICE G1 PVC TEE a APPROXIMATELY 7.5' OUTSIDE OF MANHOLE 66.10' (A.B.) SUMP 9" o 18" CAP/PLUG WITH 4'� z 10" DIA. ORIFICE 4.67' Mp e m 4.00' - 4.67' - g� Qa EN ^zait PW FM OUTLET Sfl#1C M 2 \aj m P=OUTLET STRUCTURE o w 8 P 4 NTS NTS c� 0 m m d a z a ad Tn o GRADE TO DRAIN AROUND MH AS REO'D M Z Q V) 59.45' (A.B.) LAJ z J T RIM 99-SB' 4" - 8" COBBLE < O Q 8" DEPTH 21 12" 58 18" SDR-35 PVC CUT 68:50.49' (A B) V MAX WATER ELEVATION 58.50' __�—- �� c) rkf SO ELEVATION EQUALS t/ � MAX WATER ELEVATION ��\ I w ~ 57.19;(A.B.) 5.0' �! 3.0' Z w 35 PVC O 11.6__7%_� Q I` .99' (p.8•) PIPE 1B" SDR y O m INLET ] � w -- - OUTLET PIPE 5.0, CO 4 O 18" SDR-35 55.28' (A.B.) OUTLET PIPE 18" RCP O 0.60% PVC O 0.60R N o -- —' --- 36.5" NOTE: Z O Cl- PROVIDE CULVERT/STORM DRAIN OUTLET v) 18x18x18 PROTECTION AT ALL DISCHARGE POINTS. Lil Z INSTALL WATERTIGHT FLEXIBLE COUPLING PVC TEE vl a APPROXIMATELY 7.5' OUTSIDE OF MANHOLE Of 53.45' (A.B.) SUMP 9` 18` CAP/PLUG WITH 88:46LLJ y 9 �" DIA. ORIFICE I T4 VHL'LTl I/ �Jf1M11\W 1 L.0 I f f7VT�I M\ -i Z NTS Q cO 4.DO' > N O m 4.67' PRQ ECT NO RECORD DRAWING ftt,WWk.K SH111 EtI NUMBER ri,�f *F POND OUTLET 8"WrJE DRAWING NUMBER NTS SD-8 i GRADE TO DRAINmi# WAH--7AFt- PIPE AROUND MH AS REQ'D Inniia Ni z o 0 o Y 6645 a1�W�� U RIM 57.75' Iola P FW 2E d/90�Ryc�➢E11e\ 55.53'(A.B.) 55.28' .B.) '�J INLET PIPE 15" SDR 35 PVC ® 1.23X MAX WATER ELEVATION 55.75 m OUTLET PIPE 15' SDR 35 PVC O 0.40% 56.?5'_ i z - - SUMP 9" 12.0" �'�""��.��...�.....- t)RILt5 tNA--AR1Fi0E _§4-50'54,53'(A.B.) N BeTiell eF-eEt+ - a m ---- 4.00' o BIEME POND OUTLET STKCTU E a NTS 0 GRADE TO DRAIN 12' SDR-35 PVC CUT ly F n i °i AROUND MH AS REQ'0 z Zi SO ELEVATION EQUALS- MAX WATER ELEVATION N �.o RIM 71.00' T 12" Ld MAX WATER ELEVATION 70.00' L.87' INLET PIPE 12' SDR 35 PVC FLAT N ffi OUTLET PIPE 12' SDR 35 PVC 00.60% 68.29' 8 B � 12x12x12 ` 24.5" a PVC TEE 12" CAP/PLUG WITH J 66.63' SUMP 9" 4" DIA. ORIFICE 4.00' yl � 4.67' 0 c, ! 1flNU1 FM WILEI S RU 1Vft NTS c+, a cn � J 1O GRADE TO DRAIN Q AROUND MH AS REQ'D ~ Q � w m 15' SOR-35 PVC CUT = u SO ELEVATION EQUALS n- w MAX WATER ELEVATION RIM 71.50' w 0 6•• O > p n 69.95' V MAX WATER ELEVATION 69.95' N v a � — J I � ~ Qp 68.75' INLET PIPE 15" SDR 35 PVC FLAT n U) O Z vl OUTLET PIPE DR 35 PVC • 0.60% 1--- p n 15" _ 67.82' N w - 30.5" L J Z v1 a =� 15x15x15 -- Q PVC TEE 15" CAP/PLUG WITH ;1,6.20' SUMP 9" J10" DIA. ORIFICE -- - J Z p Q -Z w i t:i N g 4.00' m o. i a a PROJECT N0, u c 4.67 3384.020 N' C [HER NUMBER ' - 'BRENM PM OUTLET SIRCTWE RECORD DRAWING DRAWING NIIMBEn�1 NTS SD-9 mom 33'TUC - J U amZ2 79'ASPHALT 1 Q3 Z_W2 �U Q TEMPORARY RETENTION POND Z 6w GAa�S� RADIUS=1.' S SEE SHEET SD-t REMOVT/REPIACE PEDESTRIAN RAMP a Q?'� ♦ V1 'P SIDEWALK �. O a�' REMOVE E%ISi.CURB REMOVE SCALE AND ASPHALT IN SHADED POxt p0`.L y1P PEDESTRAN RAMP _ AREA.INSTALL NEW ASPHALT AS SHOWN 29'ASPHALT SIDEMALK 1 ff 2�> - IB '1 X 1 7' 1 n _ 40t a ASPW l - CASCADE SEE SHEET R-T INSTALL ALLEY APPROACH STREET A 1 r I ALEXANDER LEGEND: j'iTB` 1p, STREET $ ALEXANDER � T.Tec 33'TB M c 2s'ASPHr ROAD STATION, DESCRIPTION, I n�STA"5+02.79 SCT S 9 ALLEY + f Ttgc tfi.50 pr al.nat.n OFFSET, AND ELEV.: ADD 4700.00' FOR C.O.B- DATUM It Ri�ASIDEWALK REMOVE STA 5+02.79 32.53 CL ROAD STATION AND PEDESTRIAN RAMP ELEV.: ADD 4700.00' O* i yQ FOR C.O.B. DATUM J�1Q272 TEMPORARY RETENTION POND ,a. SIDEWALK RADIUS=15' SEE SHEET SD- FLOW DIRECTION REMOVE EXIST. CONCRETE ' \ Q�` ICI G o w m AND ASPHALT IN SHARED REMOVE EXISTING FILLET. AREA. INSTALL NEW ASPHALT, I INSTALL 5.5'OF DOUBLE GUTTER LOTLINE NOTE; 2 Fci i CURB, SIDEWALK AMC)DOUBLE I AND STORM DRAIN INLET. 5' SIDEWALK cP_^ ASPHALT AND CURB&GUTTER ARE V o i F GUTTER AS SHOWN REMOVE/REPLACE_ w r P TEMPORARY FROM COTTONWOOD ROAD PEDESTRIAN RAMP TBC Q INS TO INLETS DUE i0 FUTURE NORTH FLOWLINE O y'� BOUND LANE g 11 EDGE OF ASPHALT 3 R z q^ 0 SPILL CURB 0 & E a _ NamLL CONCRETE AND ASPHALT N ORDER TO S GY' OU Or INST E MAINTAIN THE EXISTING ROAD CROSS SLOPE AND �` f O�-y e mLL r egg nRAINacE PaTTERNs. }t DECORATIVE CROSSWALK Afi SEE DETAIL .6 w �„ •., STAFFORD AVENUE /ALEXANDER ALLEY NOTES: COTTONWOOD -ROAD 1CASCADE STREET 1_ ALL TBC INTERSECTION RADII TO BE 15', n 8 UNLESS OTHERWISE NOTED ON PLANS. 1 O 2- ALL TBC TRANSITION RADII TO BE 35', Y ¢w UNLESS OTHERWISE NOTED ON PLANS. a O a i o3.z 4. CURB PBTCPOINT OFCITANGENCY ( �>Q w 5. 1 d I �'-� �' 1 , 9 '1 �T PI=POINT OF VERTICAL INTERSECTION IT 33'TUC o 1 � � mQ �' 1_ 6. ALL SIDEWALK/CURB INTERFACES SHALL B gG .). z L T �f AscivaT`� HAVE A PEDESTRIAN RAMP PER STq Tz 2s'ASVHAL�,� -- dye°�ti- /// ry ¢ AT•lec C.O.B. STD. DWG. NO. 02529-8 sfi ^ry. 1`tF m EX19IING 0 R^ p .5fi dry. Z HIGH POINT AT MIDPOINT A.. N P^ x PS 9A Q TBC 77.24 N M s^ ,_ ?'; .s d,�� J y~ ,��,T• ` d`� d� 6 v��^ P�Ta SIDEWAI.v V) SIDEWALK �t �+zz'TBC-. � ^ .6, 1 g1�3. IB ." N K^a ASPRALL P AS .�^ALT ax pd.gyp Q 22' J� 57A 3*rB*T.. S!A 4+ ERRY O3.fii 1{.E>b ` SY tBG ^ry c�PP a' AsrruLi Sr 2]'ASPHALT z () 76 2R.5 STA{+ nHG z2'iBc 1p �. zz' 4 4 0 \+o_ ' Exls I,. CASCADE y^d'X,p. a °*s '*ae 3t• Tec STREET a f T6�1 MPT A�IHA., STREET ^ ^ �"'- + sB� Sf V) w i:D U R o^fi, �. rfiL Sry �s1 OJT P 3 SIDEWALK Cn T'00 SIDEWALK ,�� Y of RETdLIVE k REPLACE E%ISTING ,A\�� , F_ ASPHLLT, CURB k GUTTER, �P V ^tl0 N � T L,J �' ANO PEDESTRIAN RAMPS TO teG T ory' `'• ONE (1)IOOI BEYOND SIDEWALK. ^qy}L '�,� 1 S1A\1 �5 T P}� Lil T o I 1 ■/ J / 0�j0 �1'j50B AP STP� LJ r� ■ O\. IT � w Q 1 fi W o e d N O •� m 3 y 3 w w 0 � PROJECT N0. N n 33B{A20 STAFFORD AVENUE/CASCADE STREET- 7 � STAFFORD AVENUE/PERRY STREET SHEET NUMBER RECORD D R♦� r��/ I N C I DRAWING NUMBER D- 1 moo N LL K n Q 00 x ry \ �ry ^~ u w©zIti SV $a ♦ y1P y. Q^� try. A t 1 (T T2.gg P h TEMPORARY RETENTION POND 7 01 SEE SHEET SO-2 4 2 _ iBSr� �p^1 RADIUS=15' p m W Q 01 STA i4+ 306 Q 9 ,y�`. pS fib b-, SI W K 10111 11 �" SCALE t DE AL �.� 1., = 20' tP y m l 1 X 17: I" = 40' a TgL.57A 9T' .1J(T ,.'.,e Q� LEGEND: 33'TB� WATERS J Sp(�'7J PT 3 22'TBC TB' O► 'S 29. STREET .r 73,27 ASPHALT \ a1'� ASPHALT o STA t � ` I STA 5+D2.79 BCT ROAD STATION, DESCRIPTION, a py `p B, 7M1. 1 G 18.SDRr 8T.1t OFFSET, AND ELEV.: ADD AND ASPHALTSN sDiAOEO o 1 p* SYO�VE STA 9+77.71 73.7� 1� n 4700.00' FOR C.O.B. DATUM ASPHALT ASPHALT ASLL NEW SHOWN r 1glT a T J1p °y vn Q~ti mSTA 5+02.79 82.53 CL ROAD STATION AND T 1Jp�Op, sSppp� S' 2z'TBC ELEV.: ADD 4700.00' _ ss ssT T sB<� SIDEWALK d FOR C.O.B. DATUM ArA o Js 'gyp 'e, z \ 8 S P c PERK a aQ N y^P,,��y^h FLOW DIRECTION D 3'SJ!! RADIUS=15' TEMPORARY RETENTION POND .51'TBC SSR ^^ ti ' ^ a •Pi SOT SEE SHEET SD-2 LOTI-INE 27'ASPHALT h ^ 1 1J♦,g.�' 9 5' SIDEWALK D ASPHALT AND CURB&GUTTER ARE DD TEMPORMY FROM COTTONWOOD ROAD TO INLETS DUE TO FUTURE NORTH TBC Z BOUND LANE. FLOWLINE D EDGE OF ASPHALT 5x D U �i U SPILL CURB lo*pmµ 33 TRIG DECORATIVE CROSSWALK ~ 6 \l SEE DETAILao CLIEDEN DRIVE/PERRY STREET NOTES: � COTTONWOOD ROAD/WATERS STREET & -- $a 1. ALL TBC INTERSECTION RADII TO BE 15'. €' UNLESS OTHERWISE NOTED ON PLANS. Y J 2. ALL TBC TRANSITION RADII TO BE 35', 3 D 3 UNLESS OTHERWISE NOTED ON PLANS 3 w w w 3. TBC=TOP BACK CURB W o 4. PT=POINT OF TANGENCY ♦ J?N ¢w N 5.^ PI=POINT OF VERTICAL INTERSECTION I 1 T / 6. ALL SDEWALK/CURB INTERFACES SHALL �)I T ,'q ryb°j/ w J 33'TBC �'t L J t ( HAVE A PEDESTRIAN RAMP PER U�r, F " 29• �6F C.O.B. STD DWG. NO. 02529 ASPHALT P Q^ 9 698 J�J a°jt ' 2 �� < o ad a h C s J? HIGH POINT=70.03- ipp x�, ys a r *p p 10' Z Q `�,Jr �, �q'sx sy`'y n'n y P ,}•91.bq. 'A,,� ��N. rgL,A! r� „ >ro E- 0 SIDEWALK '.y m -(b(�.(Tv ^° M O SIDEWALK SIDEWALK �J s oo�� (e Jo r W ASPHALTci °e :8`b�. :M y ♦i 'a :9 ' r Q ib 3t T0� 19 I WATERS 33 TBC 57q ysp575 T, A 9x3?t5 Jp�2TEICIt y91°16 d By B) sg.Bg l�PP 22 Tea At63 at9D 5l 7°' 29 STREET ,�D 5p°a Z co la 3aeb'T OG �7 9H��yyASPHALT '*s> �q r,) �a ASPHALT STRREET TERS As 2P1MALr SjP 9,.B�1 AsvHAIT O W S' TBC O s SIDEWALK r^8P U SIDEWALK ,y e -,^" y4^. S p1 6T ,, .y ex ^ y W y^P �L^ C^ N.sz9i°tig g ftq'°s o J 4 s� y ' �t�p7 vs N � 'O '9 SIDEWALK y . STA 15+8E.5 71.27 .�" `aF`�• 11°1°. 0a^o qi,�b e o '° � °�� SvF'�yx�t 1 `tT a 3z�% N z �' Y, Q `S? J 10T' ,� �Y' 1 ♦'36'1 AsrwaT fir'- afi w LLJ P y^ '" R yry O' P nh Jt �J S,�P �y�^ Z1a Yc�+bO w 1 �,OOry 9 + o `i \ b01116 ASPHALT A. 1 r I� 'Jy�'•8 s 1 II -1)■TF1 �,t'a, IS � 33'TBC ytP`b5° N` m 1_/ 1 R ��\_/ to ,6 Y So' �ppT y p Y j m fin` Q D O J 0 VI V D T'RO,IECT N0. V N 3384.020 STAEEORD AVENUE/WATERS STREET ■r. /f� � CEIEDEN DRIVE/WATERS STREET SHEET NUMBER R E■ O R D DRAWING, R A W I N G, DRAWING NUMBER D-2 mot Y J W J O Y Q W Q y 6mU2 Q �-D 3 3 of 3 s ?s ar aW N N �� Or� �h Y a�WWi o� TBC 'l `J{ F 5 9 STzap 2HALT 33 S659� L 1 �' `� {} J I � - �L() e� s s sTq mm r xI f06A !f>SY Hs iP hn lQ 3p41?2 P =R' .zo rl,'�i �. N P '•ry R1M61 T�STq @S HO N row bo z STq Y ! 4 el b � � 3 � tr6OJ H� � 3 s �s3 �- m Ce P xd"q� 6A n °° wa 7 �YUp@spsr Sa h ST @SHD y E,,- a r9c SIDEWALK ut �y !f f w gzpY t�R� 23.5'U' Am Q �� - SCALE ASPHALT 8 �}+ a �' o SIDEWALK hPd^' Ce y ` 1 1 x 1 7: 1" = 40' N w °31 g5 05 Zl S<P Ox59'1 3J' TBC LEGEND: BRISBIN I STREET 6k @@4! 1e. �IPP O"STP q0 O� 6672 S)q BRISBIN 506n' o STREET °° I1 Il gQp S55 29 ROAD STATION, DESCRIPTION, S. ASPHALT STA 5+ 9�T OFFSET, AND ELEV.: ADD �L` a nP Jj,, S1 IB. RT �',y oe:C4 vV�i vp 4700.00' FOR C.O.B. DATUM NP 'o srA 5+02.79 92 53 CL ROAD STATION AND SIDEWALK s ELEV.: ADD 4700.00 h �" yheC e^ 1B '2 @cq!@Y 4 �,q, s� s° SIDEWALK FOR C.O.B. DATUM tie b. 15� Ss -ASPHALT FLOW DIRECTION S ��- oo Q o 22'TRC Q,L, � f'��Yp�Ps! m�, LOTLINE 5tp,9oo`� m 'dc�'Hxs> �W y p i m 0r sT,a! s5 T 5' SIDEWALK se?T it @+ 5y061 + 4 Qq wclNa TBC s3� FLOWLINE I'r gtP`3. ?j r3 SS.pq P = EDGE OF ASPHALT y m @Y! 1 wry '' T sOz APT L c -r 0SPILL CURB Y > @S@s S0G y ASPHALT @� s PT rO^W o ^m Q @s @4 v 1 $4 �e DECORATIVE CROSSWALK ' SEE DETAIL 1 r° ,w-4 STAFFORD AVENUE BRISBIN STREET �_CEIFDEN DRIVE/BRISBIN STREET NOTES: - 1. ALL TBC INTERSECTION RADII TO BE 15'. $� UNLESS OTHERWISE NOTED ON PLANS. E 2- All TBC TRANSITION RADII TO BE 35, UNLESS OTHERWISE NOTED ON PLANS. 3. TBC=TOP BACK CURB 4. PT=POINT OE 1ANGENCY 5. PI=POINT OF VERTICAL INTERSECTION 6. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER z C,O.B. STD. DWG. NO. 02529-8 -, SIDEWAL �� ry A Nth b RADIUS=15• _ SIP 3�BO` TEMPORARY RETENTION POND S-N SEE SHEET SD-2(AB.) 33'TBC 5T4 3Y7r STA 3+ *YO1.99 c rvry ASPHALT AxT6 p9 6070 REMOVE E%ISI.CURB ?� 5T69 SIDEWALK 79 3H.B7 0�'99 s gtP sTA a+9oo9 � �� I� ZO AND ASPHALT IN SHADED �� AREA. INSTALL NEW 459'AS°� 9 27-5' "'@ STREET 5 Z cf) LIJ ASPHALT AS SHOWN °1' AS �P yt� TBC 9p sp J@ ` 29'ASPHKT CL STREET J "'J yASPNALf 33'TBC �n� .j`^h �p2 sTq! �rPf`9 ''sp SIDEWALK Z f e� d o ry N L.I ev .¢T v� S�y"'I"! N sTq �O, m az TEMPORARY REJENr,ON POND SIDEWALK .�OC'��bp� ry a l22Y ? - qT SEE SHEET SD-2(A.B.) 2U ticn Pr 01cn Lil RADIUS-15' h y LLJ o BOIE- J O T ASPHS TEMPORARY FROM COTTONWOOD ROAD ROAD TO F LANE DUF.TO FUTURE J Z NORTH BOUNDUND LANE Q Q w]J 6C W N Z O _ _ Y Y m OZ 3 I O ?Z p PROJECT N0. gEM6RIGK N Q BEMSRICK COTTONWOOD ROADOTTONWOOD ROAD/ram-o�; STREET _ SHEET NUMBER RF.C�OR [� Ia �Z;� �'V I N�, 6 STAFFORD AVENUE/r'� STREET DRAWING NUMBEP D-3 3p In z - OD mW OU Z> 11 > N7 Z SyOjQO 33'TUC TBC T7 2 g 63•� �l� Z �C'I�� I ASPHALTI �SCT 40 1A{} m m~ 29' �l '1 J 3 Q Nn W Ji I r ST9 BJ JAl SSP ,� o� SCALE . HIGH POINT=81.59 p ,s T C C i�PO 6 1„ = 20' SIDEWALK '-f N Rio n s J'ACT B 90 5 p 1Ak,'S �� Ns oo�+w 1 m 1 1 x 1 7: 1" = 40' 09 q ;r L 01 1 l" x�.� SIDEWALK �P'r� LEGEND: �Fr+R3CC 33'TBC 826 BJ .16 r36 22' r �66iER 29 3, J TUC 29'ASPHALT ROAD STATION, DESCRIPTION, STREET ASPHALT STA 5+02.79 BCT 29' 10' r 16-sD Btn OFFSET. AND ELEV.: ADD ASPHALT rc v9 Tx STREET 4700.00' FOR C.O.B. DATUM i 4 _a h� 6AC� 33'TBC STA 5+02.79 82.53 CL ROAD STATION AND 6'`gA moo ELEV.: ADD 4700.00' 23# FOR C.O.B. DATUM m`O SP SIDEWALK e "� tics �S A� ASP HALT I~ z FLOW DIRECTION - q yR^tP g5y6`ab`1 27.5' T f� SIDEWALK LOTLINE '6 tOG ti,�je6P1 `Tec 42 xJ L I ,I 5' SIDEWALK V IOC. 9?t m ST 6p, z U - TBC A4 4 3 n FLOWLINE 1p 55�t 6 s Jz4 EDGE OF ASPHALT 5c ?dP EN S SPILL CURB ' `1 SSp z5 28 eA A3 I 'C 29'T I ASPHALT ASPH Z h+l Yu DECORATIVE CROSSWALK 3 I, w yg SEE DETAII � ENEBOE AVENUES STREET NOTES CUEDEN DRIVE / STREET o� Ps 1. ALL TBC INTERSECTION RADII TO BE S� UNLESS OTHERWISE NOTED ON PLANS . 2. ALL TBC TRANSITION RADII TO BE 35', UNLESS OTHERWISE NOTED ON PLANS. 3. TBC---TOP BACK CURB 4. PT=POINT OF TANGENCY 5. PI=POINT OF VERTICAL INTERSECTION 6. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER .� ;Z C.O.B. STD. DWG. N0. 02529-8 � m d REMOVE Ex151. CURB AND ASPMALI IN SHADED AREA. z m o INSIACI NEW CURB AND ASPHALT AS SHOWN. a Q Z a "?ADURSTON 6D9 g12� M Z ROAD SSA q6+�Op 5'I. 0 _ DURSTON 25'Tec p } ROAD 7&,ST ' 23'ASPHALT 25'TBC Q Q7RT7�� S�z9J Al g 23'ASPHALT � 9`- J S7� (ZOaJ n w RADIUS=75 SIDEWALK > ~J_O y SfA 3 STA 3+68.59 PT A J9+83,14 PT �t TBC 16.5 LT 58.33 16`.5p RT�� Z 8.34 SIDEWALK 0 O m 49.7 RT 1 J U SS.pt S N 9M1Q'L. r S�J � 7 � + No L'i-.A29' - 3. O ASPHALT Laj J O I 33'TBC--A Q Q O Z W W > W O N mz O < 2> O 4 m V Q 41 Q W W o PROJECT N0. n 20 COTTONWOOD ROAD/DURSTON ROAD NUMBER EET REC"ORD DRA, WI �� ENEBOE AVENUE/DURSTON ROAD DRAWINGNUMBER D-4 i REMOVE EXIST. CURB h AND ASPHALT IN SHADED P m m z AREA.INSTALL NEW ASPHAI T AND CURB AS SHOWN o0 rA /2x hi ry ^6q9 W aWpP 8 0 1 63aefi a9l ��y 5�16+50 LOT > W o �aU N ? rcZ STq 7i n i910 2 111 tJ 1J m c /16T'6, HIGH-77.66 /gC Tglll+7�>??9T y SP tt T5 B6 ¢hQ1ry ^�� o SIDEWALK SCALE h f n 33�TBC P,S • `i II pp LT>74+r/lag ^T {�AS Ta3 DURSTON 1 = 20' ^6 ROAD bt T y96 (�7: � = 40, ^^. 7 3 StP l Sr x9 " I 25'TBC 29' CASCADE tee t7+p2, Sr STq l7x STq T>+8> ASPHAI STREET 1 J6. 77 9 8p>> g> J 51P 1� 23'ASPHALT P^gx 1 'q6 2 Tk*� > 1 B, LEGEND: St 9 s 6.3 '3q I` 6� B Sox ROAD STATION, DESCRIPTION, Sy STA 5+02 79 BCT �sc�To>2 ts.SD RT e+.11 OFFSET, AND FLEV.: ADD J k n 4700.00' FOR C.O.B. DATUM SIDEWALK If 22'TBC- STA 27+55.73 PT CSTCA27+se.g3 PTCL ROAD STATION AND _ le'T586- R�'�T ,q58 B SIDEWAL K STA 5+02.79 82.53 ASPHALT �s ® ELEV.: ADD 4700.00' REMOVE/REPLACE FOR C.O.B. DATUM PEDESTRIAN RAMP FLOW DIRECTION F1 STA 27+ 81 Pi 1e_ aT s900 LOTLINE 3 5' SIDEWALK F,W-iW e° TBC 1I LOT i...�/ ,nm FLOWLINE I EDGE OF ASPHALT 29' zw Z �S ASPHALT SPILL CURB =< y 33'TBC y Y INKS N.L CONCRETE AND ASPHALT IN ORDER TO ASPHALT~ H V 1 1 1 MNNTNN THE EXISTING ROAD CROSS SLOPE AND �q o �> o I I DECORATIVE CROSSWALK DRAINAGE PATTERNS. 33'TBC LOT 1 8 SEE DETAIL CLIFDEN DRIVE DURSTON ROAD 20 HANLEY AVENUE/CASCADE STREET 1. ALL TBC INTERSECTION RADII TO BE 15', 4 UNLESS OTHERWISE NOTED ON PLANS. ., 2. ALL TBC TRANSITION RADII TO BE 35'. a UNLESS OTHERWISE NOTED ON PLANS. W 3. TBC=TOP BACK CURB p 4. PT=POIN T OF TANGENCY A 5. PI=POINT OF VERTICAL INTERSECTION N '4'XJi v STA t x5 Ae ( / , I 6. ALL SIDEWALK/CURB INTERFACES SHALL ;�^ y? 1 fps ^ 97 L/` 1 HAVE A PEDESTRIAN RAMP PER �1 �Z .yo i� A go Tt 9 C.O.B. STD. DWG. NO. 02529-8 / x 1 x ` LOT m o ' r�gsr,q/dgovl' Te s TT>z4,rf g4 "� I LO 1 � 1 r 14.89 91 A � q / TgL574 i4+qi 5tA 'ISA+"0 1,15 9 j5CT'46 t4+A6 J01 J>3/T 6q pF 15 STq J p9 51� Q x�lb. 1 1 o JI lv Q SS�A LA M O SIDEWALK � 2� 3.5 L t. >5.10 "+ 0 ti �. ox �'- ♦ (l I ASPHALT I~ LiJ iA'S tia o ti a v, SIDEWALK . 27.5' TB Q o m 1 y Ty 13 6�6 33 r 6,dp 'TBC S}q 6q xJB 6x TQ 22'TBC t�(A° 5tP°x BENEPE iB3c 1 T4 s3`T4 `t I' Z 6 ASP T ,ox STREET BENEPE h h ASPHALT STREET k j3� ASPHA T>q J (n ~ ASPHALT tP rg9. 4>x4• W .0 ox 0 N S B T_TBC rSPogJ SJ L 0 T z a y.�P O 9 _ I 1 � p .l a obi h�r��,y n"� m H T srq / I tB' T l $ q °% SIDEWALK and m�e m� w a BC II 3xq > - ASPHALT p2' ` q I '9 .� 4jLn rs -TBC sTgr13*>7,6J .� .: dos -s4, SIDEWALK ° °, �sr,klzl F- w zLOT 215 s A STiJ+55I36 rr 7)gC,A 13+ C PJ '� .5x`�t� 16.p38.pp pl ?, L )T 1 , / �iP�,�` J Z 6.J4�i A/J / ZBG 6 Pt STA 143T Q Q 29' .�- I ^ "mot 1"rye 29' �. > W ASPHALT >6� —� SSP^6,° ASPHALTS z �-33'TBC .( 33' TBC-I I 3 LOT 14 0 a s a —� 3 z 1`i L V 1 m a a i �' o �w o PRaECT ND. S S 1 N .sue in Y a in 3394.020 0 SHEET UMBER QHANLEY AVENUE/BENEPE STREET RECORD �) RAW11 ( � KIMBALL AVENUE/BENEPE STREET DRAWING NUMBER n T - D-5 mom - amii •._'. nh Nzzo Nz I I e ��'Bt1x�s r � �esesgr I iO j ti`e I s�P��e5O3 �213"N,,,�i t t : a Sr s1 �q �J>S "I -Y oza i >ax�J� SD •+', sa Mry eo �p�do r �0® _ ()>00"'t w s '6's33q SCALE SIDEWALK A�:r Gg NagiY` i' .3 1„ = 20' Y a� - '� slo, b+b v°i9 1107: 1" = 40' sq TST l o�$gtT� ASP ALT 3j 22 f 3+58 g16 9 29' 4-?. /S �q 1Jx54.J �96 1 th 1 '. T �j �j �T T� OA s>> TBC ran ti StP TOOLE ASPHALt >t 5>� 22' ;6+ P ` LEGEND:L 1`I L. 6B• g 5I ASPHALT q Jx q,1x STREET o Js °? TBC S P CIO 9 1 S 15 z BRENDEN STq STREET 33 #A°Dh, ASPHALT q1J is0-9s, ROAD STATION, DESCRIPTION, TBC IBC 5tP 23 .83 STA 5+02.79 BCT OFFSET, AND ELEV.: ADD I6.0 Bt-lt a a Sr 4700.00' FOR C.O.B. DATUM a h^man' s : STA 5+02,79 82.53 CL ROAD STATION AND � i 1 TB' 57q c e �'Di ELEV.: ADD 4700.00' r` n�" y�' a 1g pq� ASPHALT 941( sQs s �� $s. SIDEWALK _ z n „i'i rv� 1 e' q� FOR C.O.B. DATUM „s f:'^ +'1�'6. t.00 9 SIDEWALK rv'' ,.'t n a 9� 1� ASPHALT E y b " \0 �`'Jp0 TBC q 'bx RT >.93 r B $ 21. STq FLOW DIRECTION . m S1 ��o° P 0 'WrE LOTLINE t. t � sr zzz 5' SIDEWALK C 3*Sq 1q � a i p1 Stq Srq , - 10t tl Rr\ i^ TBC SlP+�h h '$ &B 09 rze FLOWLINE '-� spF' pi '3` Srq st, 3y > 1 S1P,3. t.is �,or EDGE OF ASPHALT (B Slg70 6 A 29' SPHALT I r y08r76. SPILL CURB A ASPHALT F S0C 33' _ 13' TBC J w Q p Q TBC J w vs Q ri0 W m w Wan O c, 3 a Z _ DECORATIVE CROSSWALK i� o f> o a I ,f SEE DETAIL ` N Y q 0 O�� KIMBALL AVENUE /BRENDEN STREET NOTES: KIMBALL AVENUE/TOOLS STREET 1. ALL TBC INTERSECTION RADII TO BE 15', S UNLESS OTHERWISE NOTED ON PLANS. 2. ALL TBC TRANSITION RADII TO BE 35', LOT UNLESS OTHERWISE NOTED ON PLANS. {`J! !I 3. TBC-TOP BACK CURB 4. PT=POINT OF TANGENCY 5. PI=POINT OF VERTICAL INTERSECTION 6. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER C.O.B. STD- DWG. NO. 02529-8 '3>s�o.J3 tPaA}`0a x w a �C 13x 6T a 6 Q /�3 SIDEWALK SIDEWAI N � 6 � 6 66 Q ANREMOVE D ASPHALT N ST C5IUDEU URB 29' ASPHALT SIq 'J*1J J3 Srq T3*WSJ 22' ♦3+06 , t T TILTON TBC t } 1 MEANCINGURB AS$HowrHiALT STREET s1.1T 6� Br.>� 29' 1 g3 N ' AS PNALi 33' ,}+ '' 18 1 Z J t TOOLE TBC 5cP lSPHALT I' O a STREET ,t* I ^_ ¢ 1 �� 6�-p cf) w TB1C 25+� Q O a SIDEWALK n ¢ �$ p10 5235' m x3B f n _ ^i °j ybb t'SB'61;C PHALT Z� N N uj SIDEWALK 9_0i ox " < '�*1 e2 e 1 CC Ae b o,L3 ph7 P�� T ry ,ASTA T3a 19. LLJ �5 82.23 (n Z P°�e� ,p'16titi 3 d' yA 1 W W 29, r .J Q Z 0 Q > ASPHALT y' 33' > f j ZO TBC J W ui O m J Y m PROJECT N0. Ln ED I 33H4.020 N FERGUSON AVENUE/TOOLS STREET - R UMBER KIMBALL AVENUE/TILTON STREET SHEET NNUMBE r RECORD ORD [DRAWING UBAWING NUMBER D-6 w;p m O m U. �Z > 'a �o 2 w zom has REMOVE E%ISi, CURB AND ASPHALT IN SHADED AREA, �`' „a......... SCALE INSTALL NEW CURB AND ASPHALT AS SHOWN g DURSTON " = 20' m )q rq?s*�35 ROAD 11 X l 7: 1 = 40' a \96 65.A615g-10 ASPHALT ROAD r1 b °o 25' LEGEND: 'P TBC 23' m AS 4 „ro a?* ROAD STATION, DESCRIPTION, TBC n r z SLA 5+02.79 BCT OFFSET, AND EIEV.: ADD 16.50 Rr 91.11 ar 4700.00' FOR C.O.B. DATUM ti RADIUS=25' 9 STA 26+24.91 PI TA fa+25.11 PT -- SIDEWALK —�— o" Teso RT SIDEWALK �srA 5+o2.2s 9253 CL ROAD STATION AND ^k TBC 1g.50 LT SB-51 a 58.53 `� ELEV.: ADD 4700.00' ytit FOR C.O.B. DATUM ytP °° i P1 Al �A�OAT q x FLOW DIRECTION SIDEWALK SZP 6 t`S ' SO l�A'I LOTLINE STA 26+15A1 PT 18, p z m i 1 j 5' SIDEWALK C 20.DO LT 61.31 AS, �i w z 20' TBC TBC FLO WLINE 33 EDGE OF ASPHALTTBC m r 29 $� S —ASPHALT SPILL CURB Z OWm Y Y J W Y Q N UJ mw w DECORATIVE CROSSWALK w LDZ O AnYa N O SEE DETAIL (6.1 wQ 1 Qy � w -1--�-KIMBALL AVENUE/DURSTON ROAD NOTES: FERGUSON AVENUE DURSTON ROAD -- - 1. ALL IBC INTERSECTION RADII TO BE 15', - UNLESS OTHERWISE NOTED ON PLANS. S a 2. ALL TBC TRANSITION RADII TO BE 35', g UNLESS OTHERWISE NOTED ON PLANS. 3. TBC=TOP BACK CURB 4. PT=POINT OF TANGENCY 5. PI=POINT OF VERTICAL INTERSECTION 6. ALL SIDEWALK/CURB INTERFACES SHALL o HAVE A PEDESTRIAN RAMP PER C.0.8. STO. DWG. NO. 02529-8 RECORD DRAWING a Q Z a m M Z O W Cn Q S Cl. Z N _O a cf) w � z CI] O ::D U (n W N F- W (n � W � LJ J J Z > m w L--o" Li PROJECT NO. 3384.020 SHEET NUMBER DRAWING NUMBER D-7 moo SITE GRADING PLAN W=ti am=z 0x - 1M -AKk PERRY STREET �s o g INSTALL DETENTION POND SEE SHEET SD-3 w I o be _ \ � III " O GI � I � owg�gmLL ,yl W 0.8% CASCADE STREET y mm d a o < Z CN w a 1 V) o Q a, ~ 1 - w 0 m z - — V F- 0_5% �... 0 ALEXAND-E --- uj ALLEY LEGEND J a � > w N EXISTING CONTOURS EXISTING STORM DRAIN & MANHOLE SCALE m RECORD DRAWING cv' PROPOSED CONTOURS �� PROPOSED STORM DRAIN & MANHOLE HORIZ: 1" - SO' I PROJECT RO ECT No 1 1 x 17 HORIZ: 1" = 100' / 3384.020 — o.55z PROPOSED FLOW DIRECTION & GRADE PROPOSED DETENTION POND SHEET NUMBER PROPOSED STORM SEWER INLET ORAWINO NUMBER D-8 mom SITE GRADING PLAN _ _. amoz 33 Z aging ` A I BRISBI STREET o_sa ow _ " a + I I I , p osz co ALLEY 90 0.5x � 0 ce i o / a 1 + J osa 2`oz -- -- — 0`sz x WATERS STREET —o_sz € �§ - _ -- 0`5% �i I EYER'S LAK I \ \ F Z O O a a o 0 5%-i p, F6� Y)SS 1 as cAfbgy l p M� - o Os ~ � 1 I a w Z f Vl o a � N r-\ p I m z 0 _ 0.5% \ � ~ w _ PERRY STREE (/)— _ — I 4j>o i w INSTALL LEGEND J Z DETENTION POND J SEE SHEET SD-3 Q ] w N EXISTING CONTOURS EXISTING STORM DRAIN & MANHOLE SCALE m HORIZ: 1" = 50' _ LL*✓--- PROPOSED CONTOURS �� PROPOSED STORM DRAIN & MANHOLE 1107 HORIZ: 1" = 100' PROJECT NO DRAWING E17 DYD 0.5sz PROPOSED FLOW DIRECTION & GRADE PROPOSED DETENTION POND I sHE� NUMBER DRAWING NUMBER PROPOSED STORM SEWER INLET 11 D-9 SITE GRADING PLAN .1 T „� �10 ao � 00 DURSTON ROAD_ N2, -----. 00-5% q _ ---� a ss L" NI ' I INSTALL 1 1 I DETENTION PONDS H - 1 jI SEE SHEET SD 4 i 1 J I I 1 a I 9I_v o AL Y 12 a wow 4760 - � - mo Y Iy 1 I QW j - 0`59 --- ',.zz �S�-� STREET- s ��I 09Lb a E 3Z w INSTALL DETEJJTION POND SEE SHEET SD-3 w m w o o rQ e o Io I a o ('60 = �' ALLEY 11 Z - In o N n — -ZI 9,� O - Vn a > o O I Cj m z m z ce o o U ll' �v 0.59. - -�_--- - LLJ t= cn $RISDIN STREET 0=5" LEGEND Z a g > N o EXISTING CONTOURS EXISTING STORM DRAIN & MANHOLE SCALE m Q RECORD DRAWING r°LL°' PROPOSED CONTOURS �—� PROPOSED STORM DRAIN & MANHOLE 11x17 HORIZ: 1" = 100' FRp II aa84.020 . a.DZG 0.55%. PROPOSED FLOW DIRECTION & GRADE PROPOSED DETENTION POND SHEET NUMBER to M PROPOSED STORM SEWER INLET DRAWING NUMBER D- 10 SITE GRADING PLAN mU2 N ' -ZO N2 Z?O INSTALL DETENTION POND = a SEE SHEET SD-5 v oL" ° Q jinn N� zm m ti o`sx BRENDEN STREET- INSTALL o p 0.5R DETENTION POND o J SEE SHEET SD-5 0 Nltr I ' _ - I - - I 1 'I z m I . A i� o.sx BENEPE-STREETC. V I c4 it T LA E N �° i d O 3 o O JV � Q 2 G Q Q L'i Z _ c 1.5x _ o CASCADE AVENUE 05x a_ o`sx I �1. a -- -� O z � a 0 c� m z :�D o a F w Li Li J Q LEGEND N 0 m EXISTING CONTOURS EXISTING STORM DRAIN & MANHOLE _ SCALE PROJECT NO �ocL PROPOSED CONTOURS —�� PROPOSED STORM DRAIN & MANHOLE < 3384,020 RECORD DRAWING ° HORIZ: '" - 5°' SHEET NUMBER o.ssz PROPOSED FLOW DIRECTION & GRADE PROPOSED DETENTION POND 1 1 x 17 HORIZ: 1" = 100' I DRAWING NUMBER PROPOSED STORM SEWER INLET D- 1 1 I woo - - >mU= DURSTON OAS o-. rm.. . �o - - t =wo O tt�_- 0 - STSTALL INSTALL 2 d w a y DETENTION PDT` DETENTION POND �4 o Was H o �u^ -7 0 _ SE S EET SD-SEE S EET SD o 9 a O SITE GRADING PLAN o —�— Y N� RECORD DRAWING - LOT 120 N 0 O O O LOT 146 LOT 147 z. TILTON STREET LEGEND __ TILTON ALLEY 0.5% _ 0.5% zFoi a \ EXISTING CONTOURS - �1 wn J „1 Lh PROPOSED CONTOURS oJ LOT 226 0.55% PROPOSED FLOW DIRECTION & GRADE N IC I � c�a ~r LOT 234 PROPOSED STORM SEWER INLET I 0 0 O LOT227 r Ow7LL EXISTING STORM DRAIN & MANHOLE —t PROPOSED STORM DRAIN & MANHOLE W — CD d-ag LOT 228 LOT 127 LOT 138 i \ ; PROPOSED DETENTION POND W W a t� LOT 128 LOT 137 LOT 229_— LOT 235 o \ LOT 230 LOT 129 LOT 136 m a o � wo LOT 130 LOT 1353 LOT 231 LOT 232 cn a 0 cv M LOT 236 = 1 M M M M II1 H , O O LOT 233 I Q O z I SCALE HORIZ: 1" = 50' —— I > a 1 1 x 17 HORIZ: 1" = 100' o.er TOOL i 1 ET I c \` o`s9 S I R — 0.5% - z.on a -- - I V) CD � � w (n d � LJ v E~ I O INSTALL -�...-_'-� O O O O W DETENTION POND ��/0- Q SEE SHEET SD-5 N u AOR-ECT N0. o 0 3384.020 SHEET NUMBER 1 � _ DRAWING NUMBER D- 12 60.00' ROW �� -- 13.50' 33.00' TBC TO TBC 13-50' fin?i o 1`0 I.00' - 2.00' ROAD 2.00' 1.00'5.00' 7.50' 14.50' 14.50' 7.50' S.00' u rc PEDESTRIAN RAMPS (6' THICK CONCRETE) SIDEWALK BLVD BLVD SIDEWALK i'eo C.O.B. STO. DWG. NO. 02529-8 SHALL BEE PROVIDED AT ALL SIDEWALK/CURB INTERFACES (TYPICAL). it SEE DETAIL (P=913.007, 3.00% 2.00X 2•00% z z �`tir^_a 77- o 0 0 0 0 0 0 a-a-dr,.0 0 0 0 0 0 0 0 4" THICK -III TYPICAL I^I I r-III - _ I 3' 1' WASHED ROCK TYPICAL STANDARD CURB TYPICAL \ 3" ASPHALT PAVEMENT 1 6" 14" MINUS CRUSHED 1 \ 1I.00' \ GRAVEL BASECOURSE O R MIN. 15" UNCRUSHED o _ 5.50 5.50 '� SUB-BASE COURSE COMPACTED SUBGRADE i B" WATER MAIN- 11.00' o 0 8" SEWER MAIN NOTE: WATER AND SEWER LOCATIONS ARE SHOWN AS STANDARD FOR PHASE 3. PLEASE SEE WATER AND SEWER PLANS FOR DIFFERING LOCATIONS. o' SECTION A-A s 60.00' ROW ¢NOW rn 1 19-00 22.00 TBC TO TBC 19.00' i k L 828 \ __ 1 00 - 2.00 2.00' 1.00' w %n 3 5-00' 13.00' ROAD 13.00' 5.00' SIDEWALK BLVD 9.00' 9.00' BLVD SIDEWALK lows.- will- i I R B A 5.50' 5.50' y o 2.00% 2.00% 3.OD7 3.00% 2.00% 2.00% 4" THICK la �I I^I TYPI -I^I I aI�I Ir _� S 4'-1" WASHED ROCK_ TYPICAL72� STANDARD CURB ` TYPICAL 7\� PAVEMENT 7MAL��U9/�TE�T10N PLAN 5.50'- tNUS URSEtNUS ED NITS USHED 5.50' 5.50' RSE BGRADE w 8" WATER MAIN Z 1.00' �W TBC 8" SEWER MAIN FAI4 _ NOTE: WATER AND SEWER LOCATIONS ARE SHOWN AS STANDARD FOR FLOWLINE VALLEY GUTTER PHASE 3. PLEASE SEE WATER AND SEWER PLANS FOR DIFFERING LOCATIONS. o a g g o FLOWLINE `� VALLEY GUTTER SECTION B-B EGDE i a Z 60.00' ROW - M Z ASPHALT EDGE 13.50' 33.00' TBC TO TBC 13.50' g 2.00' €ROAD 2.00 1-DO' N LAJ 5.00' 7.50' 14.50' 14.50' 7.50' S.00' Q SIDEWALK BLVD BLVD SIDEWALK _ � (n Z J S" FL CROSS OR TEE 2600% 2.00% _ 3.00% 3.00% 2.00% 2.00% O Q AS SHOWN ON PLANS ~ w 9 0 0 0 0 7RICK -PII TYPICAL ^^r^r9 P r oWv WV 4" THICK - - -g Q! - -pa 3"-1" WASHED m Lu O 8" WATER 8" WATER TYPICAL STANDARD CURB 3" ASPHALT PAVEMENT V) J TYPICAL 6" 14" MINUS CRUSHED w GRAVEL BASECOURSE N U 11.00' 24" UNCRUSHED L J N SUB-BASE COURSE \ - 5.50' --5.50' WOVEN GEOTEXTILE FABRIC (TYP) SECTION NOTES: r /� g" WV AS DETERMINED BY ENGINEER W (t x MJ NOTE: WHERE VALVE BOXES ARE LOCATED IN B" WATER MAIN COMPACTED SUBGRADE I- FOR ALL ROAD AND ALLEY CONSTRUCTION I (1YF") CONCRETE A PLASTIC SLEEVE SHALL BE 11.00 OVERBURDEN MATERIALS SHALL BE REMOVED J Z PROVIDED AROUND THE VALVE BOX THROUGH 8" SEWER MAIN TO NATIVE GRAVEL MATERIAL. PIT RUN THICKNESS Q Q THE CONCRETE TO ALLOW FOR MOVEMENT OF SHALL BE FROM EXISTING GRAVEL MATERIAL TO >� w THE CONCRETE PAD. WATER VALVE BOXES TOP OF SUB-BASE GRAVEL. THE MINIMUM PIT NOTE 1: WATER AND SEWER LOCATIONS ARE SHOWN AS STANDARD FOR RUN THICKNESS SHALL BE 15 INCHES, THIS N SURFACE SHALL E AS SHOWN ON C,O.B. STD. DWG.ADJUSTED TO MATCH THE CONCRETE PHASE 3. PLEASE SEE WATER AND SEWER PLANS FOR DIFFERING LOCATIONS. REQUIREMENT DOES NOT APPLY TO THE SEWER m NO. 02213-2. ACCESS ROAD. VALLEY GUTTER m NOTE 2: ALTERNATE SECTION SHALL BE USED AT THE DISCRETION OF THE -_77 No. EGDE ENGINEER IN THE FIELD 2. ALL GRAVEL BASE COURSES SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY 3384.020 ALTERNATE SECTION DENSITY AS DETERMINED BY AASHTO T99, SHEET NUMBER WATER MAN VALVE TYPICAL_VE BOX LOCATION W1RESPECT TO ONBU.B AND VALLEY GlMB ID UC ORD DRAWING 3. ALL ASPHALT COURSES SHALL BE COMPACTED TO 97% MARSHALL. DRAWING NUMBER NITS 4. FULL DEPTH BASE SECTION SHALL BE EXTENDED D-1 3 UNDER PEDESTRIAN RAMPS LOCATED IN CURB BULBS- mOV - �TZ mV i� `yam a z o z n W 5 �o ao > ¢ 90.00' ROW 20.00' 25.00' TBC TO CL 25.00' TBC TO CL 20.00' 7 zn 5.00 12.00' 15.00' 12.00' 5.00' j z g a � BIKE DRIVE LANE TURN LANE DRIVE LANE BIKE , �pfi x'z m 2.00' ROADL 2.00' 6.80' _ O�i► 'I ( _-> 1.00' 5.00' 74.00' 23 DO' 23.00'SIDEWALK BLVD BLVD SIDEWALK 'qU"•�•��•••`--`` ROAD£ 12.50, 12.50' 2.00R 3 .00< 2.00R 2.0OX o EXISTING ROAD SECTION NOT PART OF CONTRACT TYPICAL I Y 4" THICK z �\ o10 -" 3"-1" WASHED ROCK EXISTING GROUND s TYPICAL FUTURE CURB, BOULEVARD. AND SIDEWALK STANDARD ASPHALT PAVEMENT (TYPE B, 2 LIFTS) STANDARD CURB o TYPICAL 3" 1" MINUS CRUSHED GRAVEL BASECOURSE d 24" UNCRUSHED SUB-BASE COURSE (6" MINUS) WOVEN GEOTEXTILE FABRIC (TYP) ON TOP OF COMPACTED SUBGRADE W U wV�d Z NO E SIGNAGE AND STRIPING ALONG DURSTON WILL BE SUBMITTED UNDER SEE SHEETS D-18 SEPARATE COVER AT THE TIME THAT DURSTON ROAD IS CONSTRUCTED. THROUGH D-20 (A.B.) � y _-At y �DURSTON fpAD O m 4 � SECTION NOTES: A, 1. FOR ALL ROAD AND ALLEY CONSTRUCTION OVERBURDEN MATERIALS SHALL BE REMOVED TO NATIVE GRAVEL MATERIAL. PIT RUN THICKNESS SHALL BE FROM EXISTING GRAVEL MATERIAL TO TOP OF SUB-BASE GRAVEL. THE MINIMUM PIT RUN THICKNESS SHALL BE 15 INCHES. THIS REQUIREMENT DOES NOT APPLY TO THE SEWER ACCESS ROAD. 2. ALL GRAVEL BASE COURSES SHALL BE m m a COMPACTED TO 95% OF THE MAXIMUM DRY � p p u o DENSITY AS DETERMINED BY AASHTO T99. 3. ALL ASPHALT COURSES SHALL BE COMPACTED TO 97% MARSHALL AS DETERMINED BY AASHTO T99. Q Z Q M Z 12 RECORD DRAWING Q w _ 20.00' ROW 30.00' ROW I 0 30.00' UTILITY EASEMENT Z J 16.00' - 18.00' O Q s ALLEY ALLEY 9.00' 12.00' 9.00' N w n 7,00' 9.00' - ---9.00'mF700' , 1.00' - DRIVE � 8.00' 8.00' 15.00' 15.00' m O J Qp . _ 6.00' 6.00' I MAX 300% 3.00X 2:1MA% 1.00' 00• � Z J U 2.1 MAX o �'a'>ro--Q- o o SLOPE TO MATCH U In o 2.1 MAX 2:1 MAX 3.00X 3,0pX EXISTING GROUND F-- N :1 MAX (/) � -_-- 2-1 MAX o o :1 MAX W III-III-I - - J 7 _ m 3" ASPHALT PAVEMENT - 6" 1 " MINUS CRUSHED W MIN. 12" UNCRUSHED SEWER WATER MAIN J GRAVEL BASECOURSE 3" ASPHALT PAVEMENT LOCATION Z w SUB-BASE COURSE VARIES, Q Q m 6" 1j" MINUS CRUSHED SEE PLANS > w MIN. 15" UNCRUSHED GRAVEL BASECOURSE SUB-BASE COURSE NOTE: N g IN THE EVENT THAT PHASE 3 IS CONSTRUCTED UTILIZING 0 MIN. 15" UNCRUSHED a COMPACTED SUBGRADE SUB-BASE COURSE CONSTRUCTION PHASING, ACCESS DRIVES SHALL BE INSTALLED IN LOCATIONS WHERE SEWER/WATER IS CONSTRUCTED PRIOR W ALLEY DETAIL TO THE ROAD BEING PLATTED. No a COMPACTED SUBGRADE p.uaT.o2n N ALLEY 9, 10, 11 /2\V Al 1 EY PETAL O L_L 1y MLLL 1 PETAL WATER/SEWER MAINTENANCE ACCESS DRIVE SHEET"UMBER e ALLEY 8, 12, 13 ra0i ALEXANDER ALLEY oRnwinc nuMaEa TILTON ALLEY D- 14 w3o Frame and cover to be either Coird No. 52441, MCI 305 frame, mo=U 305A cover, or IFCO 772 frame, 772-B cover. Covers shall have GREEN STEEL POST 1" pick holes. AT END OF SERVICE N iw� Ni o � rca,d 50 PROPERTY' LINE OR o e Adjustable rings, NOTE: All joints between manhole sections, manhole ring & EASEMENT top section, and around sewer pipe into manhole shall be LINE rc 2" min.. 12" max. -5 1/2' BOULEVARD watertight Jointing material shall be "Ram-Nek" or equal "• for all joints except between sewer pipe and manhole wall (1YP') 4' �a33^i�'I STREET SURFACE 'Q 2'_U" 5' SIDEWALK -GROUND SURFACE fC w J� 5. (TYP.) z m or .as Precast reinforced concrete manhole riser I'-+� COMPACTED BACKFlLL 2.5 rr4 and eccentric cone top manufactured in -� (TYP.) (SEE SPECS.) Mahole steps at accordance with ASTM designation C-478. 3.0'-4.0' 16" centers t t5' R' (TYP.) (TYPICAL EXCEPT IN SPECIAL _ CIRCUMSTANCES WHERE CITY NAS APPROVED ALTERNATE LOCATIONS) - 6.0'-7.0' o PkHG 2" X2" 0 r WOOD o -- � MARKER �+ a Jnhohlr, 4'-0' Shelf-slope 1" per foot (min. toward channel. See Section A-A EE i Flexible gasketed joint (typical PIPE AND FIT71NG5 ARE for precast bases)-sae detail 45' ELBOW PLUG SCH 40 PVC (A.B.) ANGLE VERTICALLY F 0 i m A AS NECESSARY z z z EXISTING SS EXISTING SS SERVICE LINE. SLOPE = 1/4' Channel = die o pipe I PER FOOT MIN., 6'PER FOOT rn MAX Cut existing sewer pipe ► ' Precast base, minimum �7 and extend new sewer pipe A thickness is 6 inches SEWERm . into manhole. Connect new MAIN //4 bars - 1'-0" c-c All bases reinforced as shown IN LINE WVE 1-.. FOR 6, � � pisewer pipe to existing sewer pe with epoxy coated ductile (min.)die. NEW INSTALLATIONS. w 4 iron Omni coupling system with the ( SADDLE FlT0NG5 ALLOWED ��"'�appropriate transition gaskets (mi FOR EXISTING INSTALLATIONS —r o to match the existing /^� ONLY UPON APPROVAL R and new sewer pipes. / ' \CONW-CT TO BMW WROX CITY OF BOZEMAN SEWER rF+y"I I ' t vvwyn��aa..vv�1 NTS DEPARTMENT. �+-•+H�1 - SERVICE INVERT NO f LOWER THAN SPRING LINE OF SEWER MAIN FOR WYE FITTINGS. Radius of �) manhole Slope at I'per fop NOTE: Channel to full ipe depth MODIFIED SANITARY SEWER SERVICE DETAIL TO BE USED WHERE z NECESSARY IN ORDER TO EXTEND SERVICE ABOVE GROUNDWATER. I � m sewer 3 MOWED SANITARY SEWER SERYU DETAL Ir_ a ` a a (T'�SECTION A-A NTS �I w I � �2 TYP. PIGMENTED CONCRETE-COLOR 2 TYP. TO BE SELECTED BY OWNER z � 7" THICK CONCRETE 0 Q Grouf invert to sp6r9lir. W o f pipe if gap between _ (n pipe and channel is greeter than V Pre-cast channel UJ 5' TYP. m W Ilowline In - �--5' IYP. � W V) v w c_n BOULEVARD SIDEWALK SECTION A-A PEDESTRIAN RAMP (6" THICK CONCRETE) C.O.B. STD. DWG. N0. 02529 r-8 BOULEVARD SIDEWALK W PEDESTRIAN RAMP (6" THICK CONCRETE) J NTS C.O.B. STD. DWG. N0. 02529-8 J Z Q Q REINFORCED WITH #4 2'X 2' CROSSCUT BORDER W BARS ON 2' x 2' GRID 7" THICK CONCRETE N PLACED ® 3.5" DEEP. O CO RECORD DRAWING PROJECT 5364.U1U DKM� __ )M-, ,• WTAL 5HEET NUMBER L/ \1 NTS /�/IVMi�7►71W4/w'YIJY� DRAWING NUMBER D- 15 mom x K� UZ O 2 OU > NJQJQK f� �WWU CUT NEAT LINE 4.0' MINIMUM WIDTH EXISTING PAVEMENT rc2 .00 p 3" MIN. ASPHALT OR MATCH EXISTING IF DEPTH GREATER Zi -T p THAN 3", 97% MARSHALL z° r y 12' 6' CRUSHED BASE,97% AASHTO TT-99 rrKrlll lww...�.• _ 15" MIN. OF 6" MINUS PIT RUN OR MATCH EXISTING IF ab FL cJi DEPTH GREATER THAN 15' 97% AASHTO T-99 a SELECT TYPE 1 PIPE TYPE A TRENCH BACKFILL, BEDDING PLACE IN 6" 95% AASHTO T-99 MAX. LAYERS AND w COMPACTED AS SPECIFIED 6' WATER/SEWER SERVICE IN SECTION 02221, SAME F ALONG SERVICE LINE n TYPE 1 PIPE BEDDING EXST. WATER/SEWER MAIN PLACE IN 6' MAX. TYPE 2 PIPE BEDDING LAYERS AND COMPACTED WHERE REQUIRED FOR -- - - ---- — THOROUGHLY, SAME SOFT OR UNSTABLE ALONG SERVICE LINE FOUNDATION g I NOTE: MINIMUM 6.5' BURY REQUIRED TO TOP CARSONITE DELINEATOR ` w rc z w OF WATER SERVICE wUJ M1 ASPHALT PE$TORA"DE & I_•K N 9 g 4 3+ NOTES: STOP/STREET SIGN 1. INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 2.5 COVER,INSULATION TO FINISHED GRADE OR CULVERT- 2. 2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP S r FOR SIGNS ALONG DURSTON BETWEEN JOINTS. / 3. INSULATION BOARD SHALL BE 2"THICK EXTRUDED 5 POLYSTYRENE INSULATION BOARD PER AASHTO M230-70- FOR SIGNS ALONG FERGUSON AND COTTONWOOD. INSULATION TABLE FOR WATER/SE WER LINE(SIZES 2"TO 12") POINT OF TANGENCY GROUND SURFACE m'- OF THE CURB RETURN. 14 VERTICAL SEPARATIONBACKFILL BETWEEN WATER/SEWER AND WIDTH OF INSULATIONCULVERT CROSSINGS: _ VERT TO BE INSTALLEDCARSONITE DELINEATOR ___ 18, MINIMUM KSEPARATION BETWEEN wWu� 2.5'-4.5' 8.0> CULVERT 4.5�-6.4' 4.03 �. 0 k WATER/SEWER a LINES F_ Z 0 2'THICK SING CUSHION v LLJ :2Z f CULVERT N J 2 4' ALT"B" INSTALLATION (TOP k BOTH SIDES): Q 4" THICK INSULATION BOARD - 8' _ MIN. LENGTH ALONG WATER/SEWER LINES CL Z --' O Q F_ /P 6"MIN. - 12"MAX. N W ALT. "A" INSTALLATION I ONLY): � / + � � V) c+7J'1�O/Q7�T df�) + ATM DF� 2 �� 4" THICK x 8' WIDE INSULATION ; l\ 5t O HOARD - B' MIN. LENGTH u K;ruN01,vK m W (TYPICAL-CURB BULB (INTERSECTIONS ON COTTONWOOD, ALONG WATER/SEWER LINE BEDDING WATER SEWER 15 � Z a INTERSECTIONS) DURSTON, AND FERGUSON) 6" LINE / TRENCH BOTTOM F— LJ V) NOTE: IF SIGNPOST LIES OVER TOP W N OF A UTILITY CONDUIT, MOVE SIGNPOST W �p ��p�Y A�yy� TO EITHER SIDE OF THE CONDUIT. �RA I GTI/SEWE 1 MR-A I O W J J Z > f RECORD DRAWING 0 m PROJECT NO. 3384.020 SHEET NUMBER DRAWING NUMBER D-16 i NEW ARTERIAL CONCRETE DRIVE REMOVE EXISTING REMOVE/RELOCATE o� STA. 55+74 NEW DURSTON ROAD APPROACH PER COB STD DWG. CONCRETE BRIDGE CONCRETE PILLARS - STORM DRAIN MANHOLE\REL=TE 5' CL - TBC) NO. 02529--1 3--(27' TBC - TBC) TO JbST BEYOND sm�a - SEE IRG SHEETS EASEMENT (typ. 4) ',D o W REMOVE EXISTING ---- - -- - - i o M#JLBOX BEHIND CONCRETE BRIDGE 0 nWYti � —tom RB AND GUTTER — — - - NoEop �� i o - �>- NEW STORM '-8 DRAIN MANHOLE SEE SHEET SD-7 CI — ANEW CURB AND GUTTER c 00 N SEE R SHEETS z w O O O O O CD O z O NEW SIDEWALKO O O O In O O O OSEE R SHEETS 'n z- as R... SD SU _ SO - a '45 ROAD INSTALL 17 LF 15" SDR-35 PVC: 0� AT SLOPE OF 2.5% m �' I- FROM OUTLET STRUCTURE o EASEMENT REMOVE AND REPLACE 2 7 TREES AN RELOCATE SIGN EVERGREEN EES D EVE N f � L 4 DECIDUOUS TREES TO OUTSIDE TO OUTSIDE OF NEW STA. 58+86 OUTLET STRUCTURE o NEW 24" RCP OF NEW DURSTON ROAD EASEMENT DURSTON ROAD EASEMENT CURB �� REMOVE AND REPLACE STORM DRAIN CUT �CURB & CUTTER AND INSTALL VERTICAL 24" RCP BELL CULVERT J' � o SEE IRG SHEETS (SEE NOTE BELOW) CURB ASPHALT FOR TRANSITION 6" INV IN=4756c56 4756.37'(A.B.) N a CUT SEE DETAIL BELOW I 15" INV OUT=4756:584756.37'(A.B.) z SUMP ,-�54756.62'(A.B.) o REMOVE EXISTING FENCE AND INSTALL APPROX. REMOVE AND REPLACE 330 LF OF NEW 4' TALL CHAIN LINK FENCE CURB & GUTTER AND RECONSTRUCT EXISTING EJIW S R-4030-24 B OR ON NEW ROAD EASEMENT LINE ASPHALT FOR TRANSITION DETENTION POND EJIW SERIES 6027 GRATE RIM=4758.00 $ Y SEE DETAIL BELOW BOTTOM EL=4756.50' - J TOP WATER SURFACE EL=4758.00 � INSTALL 6.5 LF 6" SDR-35 PVC RECONSTRUCT EXISTING POND VOL-1900 CF TO OUTLET STRUCTURE r NEW STORM DETENTION POND BANK WALLS O 3:1 MAX SLOPE=FLAT ow m DRAIN MANHOLE BOTTOM EL=4758.00" INSTALL 14 LF 15" SDR-35 PVC STA. 56+70 OUTLET STRUCTURE INSTALL CAP ON END W/4.85" DRILLED ORIFICE SEE IRG SHEETS TOP WATER SURFACE EL=4759.50 AT MIN. SLOPE OF 2.51 INSTALL VERTICAL 24" RCP BELL CULVERT POND VOL=2100 CF FROM OUTLET STRUCTURE ( ) ? a i fz BANK WALLS O 3:1 MAX AND CONNECT TO 24" RCP 8` INV IN=475&90 4757.25'A.B. 15" INV OUT=+75&W4757.25'(A.B.) IN ACCORDANCE W/ COB SLRAP=+s+7.254756.50'(A.B.) RELOCATE FENCE �'- NEW IRRIGATION STRUCTURE STD. DWG. NO. 02720-10 NEENAH R-4030-24 B OR ALONG EASEMENT LINE E SEE IRG & STIR SHEETS EJIW SERIES 6027 GRATE RIM=4759.50 �j 7 M- PROPERTY INSTALL 6.5 LF 6" SDR-35 PVC PROPERTY STORM DRAINAGE EASEMENT 7i z i LINE "CORD DRAWING INSTALL OUTLET STRUCTURE LINE 0 W y SLOPE=FLAT 1�'(Wf'1 y INSTALL CAP ON END W/4.85" DRILLED ORIFICE 4o GENERAL NOTES: a36 PH iJ¢4T MINUS CRUSHED GRAVEL 1. UTILITY LINE (POWER/PHONE/GAS/FIBER/ETC.) CROSSINGS/RELOCATIONS TO BE COORDINATED BY CONTRACTOR. - 2 ' 2. LANDSCAPING TO INCLUDE PLACING A MINIMUM OF 6" OF TOPSOIL OVER DISTURBED AREAS AND PLACEMENT OF SOD. e PR-RUN GRAVEL 3. FOUR EXISTING DECIDUOUS TREES SHALL BE REPLACED BY FOUR 2" CALIPER ASH TREES AND TWO EXISTING EVERGREEN TREES BE REPLACED BY TWO 8' TALL SPRUCE TREES. - PARKING LOT _ w 3" ASPHALT PAVEMENT COMPACTED TO 97% MARSHALL 4. SPRINKLERS SHALL BE RELOCATED TO PROVIDE COVERAGE TO ALL DISTURBED AREAS AND SHALL BE COORDINATED BY CONTRACTOR. - SCALE 6" OF 1-1/2" MINUS CRUSHED BASE COURSE COMPACTED TO 95% RELATIVE COMPACTION - m MIN. 15" OF UNCRUSHED SUB-BASE COURSE COMPACTED TO 95R RELATIVE COMPACTION 5- WATER SERVICE IS STUBBED 8' BEYOND PROPERTY LINE FOR FUTURE CONNECTION HORIZ- 1" - 30' m m a (COMPACTION BASED UPON AASHTO T-99) AT THE TIME ANNEXATION TO THE C.O.B. OCCURS. / _ 6 0 0 1 1 X 17 HORIZ: 1" 60' d 20 6. ALL ELEVATIONS LISTED ARE PLUS 4700'. _PAFM LOT AND PAVDENT SECTION DETAL v a t ! c /i z s Lj < o M J a M 13 I O N O O _ U ry O O o ^ N cn z z w N W m U = tz N w UT :le Li a � U r w (~j1 ~ m -- i 1 ro WK 6j BNS/T101y S�e 0� 6Q 4g TBC N _ 3 BC 6 7.56 7 0 63, 60.8j w i � I ( 50��0 I J w T C 6Y.16 � Z J MATCH EXIST. 59 Q :2 CS� w N N LO O m SPILLIY _ ao CURB /CURB CUT BC 8p8, 9� Sg.54 INSTALL 8" TEE aRo,lrcr rvo. CURB / 6Q41 5y. 52, fXl 9! ST INSTALL 63 LF 8" DIP ssea.ozo ao CUT Pj 1OGV� 5 CURB WATER SERVICE STUD SHEET NUMBED O�µo W/ END CAP AND C.O.B. TYPICAL 'fI a BLOWOFF PER DWG. NO. 02860-7 m (SEE NOTE BELOW) --' URAWANG NUMBER �TRIMBIIIONI DUAL D- 17 SCALE - HORIZ: 1" = 15', 11.77 HORIZ: 1"=30' a m�o oI R7-1 N- R7 Rioz v e 0 6 s �o Fo �b L� 10 Ea 0 + n y 6'WME EDK LINE rc 4' DOUBLE YELLOW LNES G N 24' YELLOW LINE �a33Nj'h�, (� 3116P1NG 12' 616YMG LANE -- z o�1Mc DURSTON ROAD =o W - gym 12' DRMNG LANE O :1 -25' (typ• - O '• O -25 '00 7.6' 11A011R - SO NNE UYIE 24'WMIfE LINE N Q n o 6'MIME OW U Eo _ o o g + r MaE u 10 Q gO �� VIN VIN O F Z R2-1 � ® R7-1 ZFOZ a r•7-1 R �- s-n 24'x36' 24"06" 24'x36' WOW 24'x-W REMO* AND �xw -13' © - WHITE EDGE LINE 2' BEGIN CENTER END NO SPED �T DaSTING I- 10 _ © � ® -11.FACE ® � CENTER LANE ,:ENTEN p LANE LANE PARKING LIMIT 7 SION TO STATION 9. / 5.5' BIKE LANE — CENT a ON Sg O �, ® O ANY O © O O SHOWN 1` ,� �, - -I 0, LANE + TIME BIKE LANE 35 oNLvig ONLY ONLY ONLY -R3-17 { 12 _ R3-6J R3-6b R3-6K R7-1 R2-1 8 8 - _ - �j 2' IN 30'%JO' 4>•► JLYx30' S - -�j I �llll _ d'MAN �w1 1� 2® 2 O 5 s'- } 6 �M S ENDS AHEAD © Ml O 5.5' BIKE LANE 2' -1 a rELLow wo war R3--17b YN6-7p ® 11 WI6-op 4 3.17 • LEFT TURN LANE !/ FLUOR FLUOR. FLUOR. W13--1 6 �I 6 '� f16►6AR II O Y-G wlt-2 Y_G Y-G Y12-2 SCH 1 STA I8+37 - 'S8+e8 s NOTES: nn 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), FIFTH EDITION, L-I ✓ lw� MARCH 2O03 AND CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, INCLUDING ADDENDUMS NO. 1 AND NO. 2. RECORD DRAWING ALL THERMOPLASTIC WAS DOUBLE PAINTED DUE TO WEATHER CONDITIONS. 2. ALL 2-WAY LEFT TURN SYMBOLS AS WELL AS THROUGH AND TURN SYMBOLS AT FERGUSON SHALL BE INLAID THERMOPLASTIC. THERMOPLASTIC SHALL BE INSTALLED IN 2007 AS WEATHER PERMITS. (A.B.) 3. ALL CROSSWALK MARKINGS (INCLUDING STOP BAR) SHALL BE INLAID THERMOPLASTIC. s� 4. THE 8" WHITE LANE DIVIDERS AND 4" DOUBLE YELLOW AT FERGUSON SHALL BE THERMOPLASTIC TO 50 FEET WEST OF STOP BAR. m 5. ALL BIKE SYMBOLS SHALL BE EITHER INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. a u ®�® o bo 6. ALL REMAINING PAVEMENT STRIPING (UNLESS OTHERWISE NOTED ON PLANS) SHALL BE WATERBORNE PAINT IN ACCORDANCE WITH SECTION 02581 OF MPWSS. g R3-9k R7-1 Q 7. ALL SIGNS SHALL BE INSTALLED FACING TRAFFIC WITH THE EXCEP11ON OF "NO PARKING SIGNS," WHICH SHALL BE INSTALLED AT 45' TO TRAFFIC. Z R7-1 Q a < 8. ALL EXISTING PAVEMENT MARKINGS EAST OF COTTONWOOD ROAD AND WEST OF FERGUSON AVENUE SHALL BE REMOVED. a Z r�) O o 1t C. o : Q 137-1 ¢o ao n ao N Y O Nry U1N VIN ++ m = W < e 4'Yd1ON TOD-4m a ¢ I Q 4' DOABLE YELLOW LINES 24'VEAM LDE ¢ F r M61E EDDE LlE LF}T'N" LINE Z CZ.D n N V) (n o 12' DRIYMc LANE �j DURSTON ROAD 12' 0wYM6 LAME >_ a 7A' L11LLL1LI6 0 ir alLANE - - Ln O O 12' DRIYIM LAW O O O 12' L116YM0 LANE O w oQ y 0 z 6.6 L:Um - w O J + N jrMLflE EDGE 66E E-Q;+ + ¢o o �w j Q o 0-tow N NN � m ti e 64 • • ® ' R -17 Q N PROJECT NO y � 3364.020 R7 1 Q1 8Hq R7-1 SHEET NUMBER O R7-1 R3-9j DRAWING NUMBER I D- 18 4 moJ� UZ "�m�Q awwJ R3-9b R® R3-9b R7-1 N N a8 W2 �0 Y V QU Y > .50 2Ua 1 B U m �Kf O 0 O r + N F' } } d ,o N N ,n �) � I'� „+� 4• YELLOW TWO-WAY LEFT TURN LANEzoo, W Q3 URSTON ROAD n 12' 01WAM LANE 12' CENTER LAW 0 o N 0 0 -- 12. ORP*W LANE 0 0 0 0 0 5.5' ■E LAZE o r J o m Ir OW WK LINE o o - -- +r o + o a O N� cr _ .... o - --m rQ-m rw raU �m N VIN O+ VIN In t`J f/lN VIN K�O>Z T W ® R3-9b m U T n R A 90 R/-1 R -17 c.+� R7-1 R3-96 � Z.p�m3 V ,54-1 SI-1 Q w y8{ a WOW 24"x3O• WHITE EDGE UNE 2' ~ 8 �4 24"x38" 24•x36' 24x36" 24'xW REMOVE µp I- 10'- © 13'�{ © 8'�I ® ® 4 IM4 o BEGIN CENTER END NO SPEED RESET DDSTING CUR8 FACE W �N CENTER LANE CENTER PARKING LIMIT 7 SWN TO STATION 9• 5.5' BIKE LANE - OENTER ON O F RM1 LANE O T OE O ANY O O © O SIIOM'I r_ B'-I DRIVE LINE + TIME BIKE LANE 3rj oNLv O Lr f e B ONLY ONLY ONLY -�� R3-,7 - 5 8 -I I 8 _I -d 8 6 I �e d 8 -I -+ - 2'MIN. $a R3-9J R3-9b RJ-YK R7-1 R2-1 12•x30• 24x1Y 24'x12• 6' 7 } ENDS ® AHEAD O , r ® 15 5.5' BIKE LANE I 2' �_1 4'YELLOW TWO-WAY R3-17b W16-7p ® O 1MB-9P ® y,�J1 3.17 LEFT TURN LANE W wow O9 FLU. FLUOR. FLUOR. W13-1 54-1 6'_ —6• S10R BAR J Fri Y-G „12 Y-G Y-C 1Rrj-2 Y STA +6+5758+a8NOTESRECORD DR AWING 1 ALL CONSTRUCTION WORK ON 7(M PROJECT SHALL BE COMPLETED 3 ACCORDANCE WITH MN MODI PUBUCTm mm WORKS STANDARD SPECIFICATIONS (MPWSS), FIFTH EDITION, MARCH 2O03 AND CITY OF BOZEMAN MODIFICATIONS TO ; do THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, INCLUDING ADDENDUMS NO. 1 AND NO. 2. o a o 2. ALL 2-WAY LEFT TURN SYMBOLS AS WELL AS THROUGH AND TURN SYMBOLS AT FERGUSON SHALL BE INLAID THERMOPLASTIC. Q ® V2 ALL THERMOPLASTIC WAS DOUBLE ® 3. ALL CROSSWALK MARKINGS (INCLUDING STOP BAR) SHALL BE INLAID THERMOPLASTIC, R3-9b R7-1 PAINTED DUE TO WEATHER CONDITIONS. R3-9j R7-1 Z THERMOPLASTIC: SHALL BE INSTALLED IN 4. THE 8" WHITE LANE DIVIDERS AND 4" DOUBLE YELLOW AT FERGUSON SHALL BE THERMOPLASTIC TO 50 FEET M O m N 2007 AS WEATHER PERMITS. (A.B.) c WEST OF STOP BAR. W g Q o ti 5. ALL BIKE SYMBOLS SHALL BE EITHER INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. (nFl, w m Q 6. ALL REMAINING PAVEMENT STRIPING (UNLESS OTHERWISE NOTED ON PLANS) SHALL BE WATERBORNE PAINT IN S w ACCORDANCE NTH SECTION 02581 OF MPWSS. 0- Q Q o I Z n Sao + T m+ 7. ALL SIGNS SHALL BE INSTALLED FACING TRAFFIC WITH THE EXCEPTION OF "NO PARKING SIGNS," WHICH SHALL Z O 4• YELLOW�-WAy m BE INSTALLED AT 45' TO TRAFFIC. 0 N a o �) LEFT TURN LANE w �B ALL EXISTING PAVEMENT MARKINGS EAST OF COTTONWOOD ROAD AND WEST OF FERGUSON AVENUE SHALL BE V) 6"WMIE ®�UK N Z � ca a ,2• DRIaI�c , (Jl DURSTON ROAD 4• DoueLE rELuow LNES �) 24• YELLOW LINE 12• DRIVW LANE m z 12' Cll IAIE - - - �- - - -- - — I N l o 351 TAPER -- 12' DRMNG LANE LJ O 5 0 12• 1)IONIC LANE o 0 0 7.0' RAOW r' _ 3 TAPIR_tj m Z y JIf O -- Z w S.5' lNIE U1IIE C � I � 24• WHITE LINE Q O N u1 a" WNRE EDGE LINE r' n e' WHRE EDGE LINE 8• WHITE LINE > N w m o PROJECT N0 33B4.02C a ao w _ N 1ri1 N i° . a V N N V G U SHEET NUMBER 1-4 a y a M Q 0 DRAWING NUMBER. i 0 R7-1 R.3-17 �� = V V R7-1 R3-9k D- 19 R7-1 �zo uui? 0 0 �IJ � +J L 4" DOLOLL 4" DOUBLE YELLOW LINES N ? d w a YELLOW LIND a a a r NINE Lm FI 12 DRNNIG LANE 24•YELLOW LINE 2 5' DURSTON ROAD 12' DRIVING LANE 12' DRIVING LANE (PLASTIC) �� an X., TAPER - - 7.5'I�-1 TMlR � � � —4 _ Ltd 12' 1010 110 LW 1 ' (PLRti11C) 0 O 0 Zl 0 0 14' 61♦ O TIr� LANE 00 o _ N 24- WHITE LINE r 24'WMTE LINE Y + c 6' WI EDGE LMIE r W M LINE r NTwfE LINE p +� m + - W + + p N -- 10 r In_ V1 T- w ap NN VIN IN 1 a O lr��+ 54 N LWWW y�n InN r ~ A w�¢w m N r O ND R3 8 R7-1 5n 0� u wl6-qp _z R3-17 3 _ W p R3-17b �' W, P W11-2 24'x311' 24x36" 24'x35' 12'xlr 24*00' _ 3 Yx3O' 24�x0 REMOVE AND I 10 I ® I . l © I ® 1TE EDGE LINE ® 2' +' "s BEGIN CENTER EEN RESET E)OSI� I CURRCENTER LANE NO SPEED SIGN TO STATION 5.5' BIKE LANE■ PARKING LIMIT 6 O SHOWN 8 — — -e'-I pMYE LANE �y �`► TIME BIKE LANE ONLY II — 7 ONLY ONLY -~♦ R3-17 - -- I�8.�I 12' z i OR R3-9J R3-90 R3-9K R7-1 R2-1 I 30'x,w 30'x3Cr © 7• 1' / N 12'xJ0' 24•x12- 24'x12" 5'- < ENDS �II�Ao © M-1 ® y 15 5.5' BIKE LANE R3-17b W16-7p ® W18-9 ® 3.1 4-reuow Two-wnv O �• wJ1. O LEF7 TURN LANE / m FLUOR. FLUOR. YFLUOR. 113-1 S`cH m 34-1Qp 6'--I 6' SLOP BEAR f m o sT� 4s+s� sa+ea a Y-C Y-G W2-2 Y- a ` a NOTES Z 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA Q PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), FIFTH EDITION, MARCH 2O03 AND CITY OF BOZEMAN Z MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, INCLUDING M O w ADDENDUM$ NO. 1 AND NO. 2. w f Q o 2. ALL 2-WAY LEFT TURN SYMBOLS AS WELL AS THROUGH AND TURN SYMBOLS AT FERGUSON SHALL p BE INLAID THERMOPLASTIC. Q S w 3. ALL CROSSWALK MARKINGS (INCLUDING STOP BAR) SHALL BE INLAID THERMOPLASTIC. CL C9 c°ii ALL 7HERMOPLASTIC WAS DOUBLE I Z PAINTED DUE TO WEATHER CONDITIONS. 4. THE 8" WHITE LANE DIVIDERS AND 4" DOUBLE YELLOW AT FERGUSON SHALL BE THERMOPLASTIC TO Z O THERMOPLASTIC SHALL BE INSTALLED IN 50 FEET WEST OF STOP BAR. O V7 2007 AS WEATHER PERMITS. (A.B.) 5. ALL BIKE SYMBOLS SHALL BE EITHER INLAID THERMOPLASTIC OR PRE-FORMED PLASTIC TAPE. Z > Q 6. ALL REMAINING PAVEMENT STRIPING (UNLESS OTHERWISE NOTED ON PLANS) SHALL BE WATERBORNE PAINT IN ACCORDANCE WITH SECTION 02581 OF MPWSS. m Z a 7- ALL SIGNS SHALL BE INSTALLED FACING TRAFFIC WITH THE EXCEPTION OF "NO PARKING SIGNS," WHICH SHALL BE INSTALLED AT 45' TO TRAFFIC. (7 8. ALL EXISTING PAVEMENT MARKINGS EAST OF COTTONWOOD ROAD AND WEST OF FERGUSON AVENUE I-- �D SHALL BE REMOVED. � un w a 0 RECORD DRAWING J Z w Q a ul > : i w �' Iv O a O] i 0 RRwEcr No. a 3364.020 0 N 0 SHEET a ro , DRAWING D-20 APPROXIMTE LOCATION OF won \ ( I 27" SDR51 TIE-IN. ELEV -54.70' >m�z \ FIELD VERIFY PRIOR TO CONSTRUCTION. X (SE( NOTE #8, THIS SHEET) C D ING 4 - fn CONTRACTOR TO FIELD LOCATE ad�i o'. �120' OF 30"0 GASKETED R P 01.0 UNDER DURSTON CAD. AND R MOVE EXISTING : PIP �� -- CONSTRUCTED ALIGNMENT HALL LINEAR BETWEEN I AKE FROM INTAKE TO CONNECTIOWo STRUCTURE AND AC UAL -IN POINT WITH 27"0 IP. (FORACCESS TO PROPER INSURE MUNMUM BUR' RE IREMENTS (HS-20 LOADI G) CONTACT N BOSS 0 580-26 7) REMOVE €X NG INTAKE STRUCTURE. SALVAGE ME HANICAL APPURTENANCES Z ABANDON EXISTING DITCH AND STORE ONSITE FOR PICKUP BY is z m a Q'y AT -STA 15+47 AND MAYNARD-BORDER PIPELINE GROUP. FI D CO P E TO 27" RE-ALIGN UP TO (CONTACT BILL TATARKA ® 581-5359) C R51 PIP. OA REPLACEME o POURED WATERTIGHT a ' SCREE T E STRUCTURE. CONCRETE �b (SEE RG-4 & STR-1 - Zo DOGHOUSE (A.B.) + z � � 0 N o o REGRADE DOWN n n d a EI OV T FROM OUTLET Z w _ XI TO C EXISTING o 0 REGRADE EXISTING DITCH FROM STA 15+47 UP TO �� - 4 "m E 0 FLANDERSILL DITCH z = z SCAL -STA13+00. NOMINAL SLOPE -0.9R. o (TO BE PERFORMED BY MG PIPELINE GROUP AS NECESSARY) o w z n ORIZ' 1'" = 20 CONSTRUCT -70' to OF a o NEW TRAPEZOIDAL DI CH SECTION 0 NOMINAL SLOPE OF 0.9%. r o I y a N VERT: 1" = 2' 1 1 X 17 HORIZ: 1" = 40' ARMOR DITCH BOTTOM WITH 12-24"0 ROCK. WARPED INLET TRANSITION. o 11X17 VERT: 1" = 4' MAYNARD BORDER DITCH PROTECT TOP WfTH NAGREEN ECM CONSTRUCT WITH 12_24"0 23g� m (OR APPROVED EQUIVALENTS). ROCK AS REO'D Ziel OF 24"0 RCP X DITCH MODIFICATIONS AND INTAKE REPLACEMENT. (SEE ADDITIONAL DETAILS ON SHEETS IRG-3) (SEE SHEETS IRG-3 FOR ®0.51E To ssMH ADDITIONAL DETAILS) 0.54% N o 44 SDMH TYP. A E DI H CONV ANC . TYPE SES OUTLET i NOTES: 08 OF 3 RCBC ®1.2 T D WASTE DITCH. w 5 u (SEE SHEETS IRG-6 & 50-7) NDE DURSTO RO V=_ 4.50'. ARMOR OUTLET E N R a 1. The contractor shall be responsible for coordination of power installation for the intake structure with Northwestern Energy. TO LAN DU MIL DITC N (12"-24"0) PLACED 2. All irrigation pipes shall be laid at a uniform grade, between the invert elevations as specified on the plans. Any utilities crossing an irrigation pipe shall be relocated so as to 6' L G, 6' WIDE. 3' DEEP provide one full length of utility pipe or conduit centered about the irrigation pipe to be crossed. 24" RCP To EAST PARALLEL TO rn 3 The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall immediately repair the damage at the contractor's expense. DURSTON SOUTH ROW. g 4. All elevations indicated on the plans are on the City of Bozeman datum, unless otherwise stated. Elevations listed as XX.XX are plus 4700.00. (SEE SHEETS IRG-6 & SD-7) 5. All pipe elevations indicated on the plans are for the inside invert elevation unless otherwise noted. O.w-7 e 3 6. All Irrigation Pipe shall be installed with a minimum cover of 2.0 feet with respect to finished grade. 7. All Irrigation Pipe Material shall be Gasketed Reinforced Concrete Pipe (RCP) designed to meet the requirements of ASTM C76, C361 and C655 Specifications, All Joints and gaskets shall meet the requirements of ASTM C443 and C361 All reinforced concrete box culvert (RCBC) shall be designed to meet the requirements of ASTM C1433. 3 "0 RCP 056.0 w} x^ 45' TAPERED DITCH 8. The contractor must field verify the location of the existing 27" SDR51 PIP through exploratory excavation prior to the start of construction. Once the existing 27" SDR51 PIP has TRANSFrIQN o RCBC 055 H O �s been located, the contractor will notify the engineer so that the position and elevation can be surveyed and any adjustments made to the piping design based on the actual pipe f - 10 configuration. Contractor shall keep existing PIP clean and clear of debris during construction. " 9. The fabricated bend for connecting the 30"0 RCP to the CIP intake structure is estimated at -16' but should be tailored to insure a straight alignment between the CIP intake I 0 structure and the field verified location of the 27" SDR51 PIP N N I n DURSTON ROAD ROW 4 ,� 10. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all construction. Any boxes or manholes damaged or otherwise disturbed : w a w - a a7ss by the contractor or any subcontractor shall be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not be made. > o ° w c N 11. During construction, the contractor shall protect all irrigation pipe and other structures from damage, including damage due to undermining or slumping of the supporting soils into w W o o N w 2 the excavation for the intake structure. ^ N N a 12. All pipe connections to pre-cast and cast-in-place concrete structures shall be sealed by grouting, unless specified otherwise on the drawings. + a II 5 ci e 4764 13. The Contractor shall be responsible for the environmentally-safe removal and disposal of water from all parts of the work. This includes furnishing the materials requried, ¢ + o n constructing, maintaining and operating cofferdams, channels, flume drains, screened wells, sumps, pumps or other temporary diversion and protection worKs. Where an excavation � extends below the water table, the contractor shall dewater in a manner that will prevent the loss of fines from the foundation. For installation of the CIP intake structure and ¢ d I �� m m m d gabion installation, the contractor shall maintain the stability of slopes and excavation bottoms and perform construction operations in the dry. Any water encontered in a pipe *a + ¢ ~n o a k trench shall be removed during pipe laying operations and the trench so maintained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe. F 4762 < m 14. The Contractor is also advised that a dewotering permit is required from the Montana Department of Environmental Quality for construction dewatering operations, if necessary for < ¢I ¢ l n x a! rt - - construction activities. The Contractor shall be responsible for obtaining such a permit and complying with all applicable conditions of the permit. G N F r 15. The contractor is responsible for Construction Traffic Control and shall conform to the City of Bozeman Modifications to MPWSS 5th Edition; Addendum NO. 1 dated 7/19/05. _ 16. Civil drawings shall be used in conjunction with structural drawings for bidding & construction. Contractor shall notify engineer of any discrepancies prior to construction- // \ o w z 17. The contractor is responsible for all as-builts. o \ - 0 z � i _ w or 4760 O J EXISTING DITCH BOTTOM / 1t v = �O _ ------- ------------ -' -- - _ 58 � _ Y REGRADE EXISTI -- --1-- Z H- 0 V TO NG'DITCH BOTTOM O - _ Z( BE PERFORMED BY ME, PIPELINE G.9% UP TO STA 13+00 - - --- _ - \ s �_ = J ROUP AS NECESSARY) .9 _ - ,1.. P... \ 4756 - 0.8 3.5' 00.54% W 4756 (n z0 " - — 0 - 0 _ 30, A C U a RCP ® 1.09, m _ 12 TO 24" ROCK / --`--`.. - Of F- o __ ____4754 U) 4754 DITCH '119 T INiUL "43' RC6t_ & 30" RCP - o 12" TO 24" ROCK / I to a w - TAPERED DITCH TRANSITION WITH L OUTLET S AL SDMH (NOT SHOWN) � / THEN EAST ALONG DURSTON.( w O 0 �- 4752 (SEE SHEET IRG-6) - 4752 1 m I INLET TO CONCRETE INTAKE STRUCTURE.FLOOR SLOPE =0.9%. TOP WALL ELEV=63.0� r V.K. 12" WTR W a 0 (SEE SHEETS STR-1 TO STR-4 & IRG-4) 7' X 3' RCBC 4E A SES OUTLET TO FLANDERS MILL WASTE J Z Q DITCH. ARMOR & SHAPE OUTLET AS REQ'D FOR SCOUR J }Q z PROTECTION Q g C 4750 24" RCP INLET WITH CANAL GATE. SLOPE 00.5% TO OUTLET & SDMH / ESTIMATED TIE IN OF 30" RCP TO 27" SDR51 4750 N < J// PIP -54.58' (FIELD VERIFY PIP LOCATION & 7' X 3' RC8C INLET TO WASTE DITCH & 30" RCP INLET TO GRAVITY SYSTEM ELEV PRIOR TO CONSTRUCTION!) an N : EX. 18" SWR CROSSING LOCATED OTE Prtaecr No. 4748 AT STA. 16+88; INV.=4742.34 4748 3384 oaa 047 FG INVERT ELEVATIONS BEYOND STA16+32 ARE FOR 7'03 RCBC SHEET NUMBER NM � 01 O -d -N e7 d N t0 n OW U.P �O Q- ON N0 0 �0 d -'N n ` I N 0 7N 00 .0 0 N NIt Y 11 O 0 W fin d 10 m m 0 6o andD N d ,d yd d J< vN d N,d N d0 da OJ d d Nd �h d O`r da Tf Nd d dd 'n fN 0N0 06 NaD NIaO Na0 0 00 ^nnI N0 n N nN 0 0 NOyn -,n a in N N N 1,0 N N1n N n a "In nn ^0 v Nn d' DRAWING NUMBER'n r r I` Ell n f N a �a - - - - - - - -- IRG- 1 13+00 13+20 13+40 13+60 13+80 14+00 14+20 1,4+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+50 17+00 17+20 z �q0 <E z 2; J N 3:0L. Z j7K 2< REMOV XISTING INTAK STRUCTURE. i$wma `■/'y' SALVAGE ME NICAL APPU NCES AND "CORD RD DRAWING T RE ONSITEATA FOR ICK 5 BY _ MA -BORDER PIPELI GROUP. (COMA T BILL TATARKA 056 -5359) 2 is - -- _ ABANDON EXISTING DITCH _ _ - - - - - m "� o �STA 15+47 AND - - o RE- P TO e e e INTAKE SSTR CTURE \ w w w �`� / < Z Z U a 2 z / /�\I 5 U U O J O U a O F o Z REGRADE SIDE SLOPES x N o OF EXISTING DITCH FOR REPLACE 'CONCRETE SCREENED INTAKE STRUCTURE. RELOCATE UTILITY L ES < w OOTH TRANSITION TO BOTTOM FLOOR SLOPE = .9%.'(SEE SHEETS STR-1 TO STR--5 do IRG-4) AS REQUIRED TO MAIN IN CONSTANT SLOPE F _ 1.0% FOR 30"0 RC w ' BOTTOM FLOOR SLOPE .9R. (SEE SHEET STR-5)CIP rT o i m / 30"0 RCP FIELD BENDoi . z -16', DEPENDING UPON W w N - TIE IN LOCATION WITH / = 27"0 SOR51 PIP. t0 M fi P EX 48" CMPA. - R 1C / USE R DEWATERING o 30 0 GPS CO ANCE DURING CONSTRUCTION HEN REMOVE. n Q 7'X3" RCBC TO FLANDERS MILL WASTE DITCH MAY ARD— RD R a - DITC Q CD p Z23.5 OF24"0 D p M wQ Q RCP LOPE _ p W w Z O — �Nrad N 1-0 g v Ln 24"0 90' GASKETED RCP ELBOW a I Y p --�{NrCld Z a 0 0 PROVIDE SCOUR TOE O UPSTREA \l^I rad 0 O Z H + END (_STA 15+77) USING O 1 V O e 12- "0 RO IMUM A r ON o I S OF 36" BELOW FG CL ESa OF DITCH. m O = n Of U + ARMOR TOP OF NEW DITCH BETWEEN ^STM S+ ~ N AND 16+07 USING NAGREEN ECM OR APPROVED 4 N0 w EQUAL. (SEE NO 4. SHEET IRG-3) R TE UT IN LINE AS N p R UIRE TO I AIN p ARMOR BOTTOM OF NEW DITCH AN D PORT] INSTALL 4'0 SDMH PER C.O.B. STD. DWG. NO. p o C NS NT S OPE OF 1 % LJ O O 02520-4, F R 7x3 RC C. �i m SIDESIOPE USING 12"-24"0 ROCK- INSTALL ROCK RCP INV-55.96. RIM-61.4 m (SE NO Ek2, SHEET IRG 1) p m TO ELEVATIONS AND SIDESLOPES SHOWN HEREIN. (SEE SHEETS IRG-6 & SD- r ' (SEE IRG-3, NOTE#1 FOR DETAI o J Z < N —1 r Q Z a CONSTRUCT SIDE SLOPE TRANSITION tn Q w Q SCALE FOR Z-VERT TO Z-2 USING 12"-24"0 0 0 ROCK. TIE INTO CONCRETE INTAKE O An m -- STA 16+07. HORIZ: 1 = 5' (SEE SHEET IRG-3) PRaecT Nn 11x17 HORIZ: 2' = 5' 1304.020.047 SHEET NUMBER DRAWING NUMBER SOUTH ROW DURSTON ROAD. IRG—2 S ALE �- PLAN VIEW , =5 RSPEG V�-E1-(NW) ��_ Y =Q -�` ' j CAST P INT ST URE 11x17: 1" — 10' (SEE S S —4 TR— O STR-5) - " 000 0 I ESLOPE / =W,Ngo 4j63.0 /r _ Extertlaw, pfl- O (. 11 O� l bp s BOTTOM SLOPE 0.9% = 0.009 FT FT o of�` Qa \ a o -- 0 (� Q -- O �• F,S�"Op6 - z o Sao �a Q SNOT v �w a o 2 dOt- z oQ 61 CIP INTAKE WITH ,�p�S c> w WINGWALLS ® 15' S\pk4� le ANGLE (SEE SHEET �' �X �O0 � OV 01 MA t wNNa FG ELEVATION AT CL ��II ((�� \\ NAG W'(a?�APPROVED EQUAL. TOP OF DITCH THROUGH o " i 1RANSITION = 4762 TYP. �2�N(ad (SEE NOTE #4) z 3�g— �2�Np d O w y cx NOTES: O � as 1. The reconstructed ditch for 30' upstream (—Sta 16+07 to 15+77) of the inlet shall be armored using � € 12"-24"0 rock that is hard, angular to round, durable and of such quality that it shall not disintegrate on s exposure to water or weathering. Place the rock such that a minimum of two layers of rock or a minimum depth of 24" is achieved, whichever is greater. The rock shall cover the entire ditch bottom, installed to the grades of the ditch centerline as shown hereon, and part of the ditch side slope as described below. For side slopes steeper than 1: 1 (—Sta 16+07 to 15+95) armor the lower 6' of the ditch side slopes with rock; for side slopes flatter than 1: 1 armor the lower 3' of the ditch side slopes with rock. Some manual placement of the m f E m m rock will be required in order to minimize voids. a �o ti d 2. All foundation soils along the reconstructed ditch shall be compacted to 95% of maximum dry density within 2% of optimum moisture, content as per ASTM D698 using equipment and methods as specified in MPW ,n Z Standard Specification Section 02230. Q w Z o o Ln o r 3. All bottom and back faces of the rock armor in contact with native or imported fill shall be underlain by a a Q polypropylene nonwoven needlepunched geotextile such as Amoco Propex 4551 or approved equal. o 4. For ditch sections between STA 15+77 and 16+07, protect the remainder of the ditch side slope from the Z o top of the rock to the top of the ditch (-4762.0) using North American Green C125 Erosion Control Blanket or approved equal. For reconstructed ditch sections upstream of station 15+77, protect the top 4' of the ditch o Z sideslopes using NAGREEN SC150 Erosion Control Blanket or approved equal. All erosion control products shall o o be installed per manufacturers reccomendations with a key trench at the top, toe wrap at the bottom and m In In inner fasteners as required. Prior to ECM installation, subgrode soils shall be reseeded and fertilized in cn m N accordance with the Gallatin County Weed Department's requirements & recommendations. �- o & 5. Excavated material beyond the limits of the reconstructed ditch shall be backfilled with gravel, crushed rock z11-2 or native fill as approved by the engineer. o W J n J Z Q w J Q U N N RECORD DRAWING IL m PROJECT N0. �t 3384,020.047 SHEET NUMBER C 4 DRAWING NUMAf,• IRG-3 FITUP NOTES: 1. Contractor shall be responside for fumishing, fabricating, and installing the inlet structure appurtenances at the stations PLAN VIEW 30"0 WATERMAN C-10 CANAL GATE an d elvations as shown on the drawings. The inlet structure shall include all of the items listed hereon. N K�io nz OR APPROVED EQUA . a W= �a _ 2. The floor slope of the CIP concrete intake structure shall slope at a uniform grade of 0.9% in the longitudinal direction. o� INVERT ELEVATION 4. All walls shall have a top elevation of 4763.0. Refer to structural sheets STR-1 through STR-4 for design details. WISE • o =6 a CHANGE .0 I 4i ' AS 0" 756.0 3. The actual angle for custom fabricated RCP pipe bend that connects the intake structure to the 30"0 RCP will specifically DUAL 48"0 ROTATING DRUM SCREENS I - depend upon the field verified location of the existing 27"0 SDR51 pip as determined by the Contractor and surveyed by the U �1� PER MANUF CT RER -- - -- - / Engineer. The rcp pipe bend will be fabricated to conform with ASTM C76, C361 k C655 with o smooth radius and a 3"0 `p33ryin PER MANUFACT RER Engineeru Th rcp pipe bend will be fabricated to conform with ASTM C76. C361 & C655 with a smooth radius and a 3"0 31�1 " OR APPROVED EQUAL. I " - female NPT coupling cost into the top for the air/vocuum release valve discussed in Note#9 below. =` y�yh 11 FIRST STREET; �� ING N N. g ? owe I' RECCOMERI AT ONS. - - - 1 - - - - 1 = 4. The intake screen assembly shall include two 48"0 belt driven rotating drum screens. 4' in length including drive motor, 2"0 SS BALL VALVE. ' o: 1 ," 30"0 GASKETED RCP AT _1.0%. spray bar, and metal piping or an approved equivalent. The screens shall be 14 mesh type 304 stainless steel with on opening 0m u2 I _ FINAL SLOPE WILL DEPEND size of 0.0514 inches and a minimum open area of 51%. The screen shall be supported by •4", #9 expanded metal. The _ I ---- --- ------. screen shall be attached to the expanded metal with bands or as approved by the engineer. The rotating drum assembly 4-7" - UPON FIELD VERIFIED LOCATION shall be manufactured of structural steel components with welded connections as required to support the assembly in a 4 P q DP Y I cantilevered installation. The two screens should be equal in size, and constructed in such a way that the assembly can be '�a,�•,,..�- I I N OF 27'0 SDR51 set into the flashboord slots shown on the drawings and provide a watertight installation. Further, the rotating drum screen system shall include a pump and motor, valves, electrical pone$ and wiring and other appurtenances as described herein for a m" PIP TIE-IN (SEE NOTE 8. a\ the assembly to be functional. Each intake screen will include an individual drive motor. Each drive motor shall be 230V f " SHEET IRG-1) single-phase 60Hz, equipped with pulleys, belts and other appurtenances required to drive the screen at a nominal speed of 5 r revolutions per minute. The motors shall be drip proof and shall be mounted to the structure and housed in a manner w k' consistent with the manufacturers reccomendations. CUSTOM FABRICATED 30"0 RCP SMOOTH ANGLE. a w --- -Al I 2- DEPENDING UPON FIELD VERIFIED 5. Intake screen cleaning shall be provided by a pump fed 1"0 galvanized spray bar. The spray bar shall be installed so -16% that the spray nozzles are 8" awe from the screen surface, spaced 8" along the spray bar so that the enire length of the w D Y Y D 9 t Y t 0 1 I I LOCATION & ELEVATION OF 27"m R51 PIP drum screen can be sprayed. The spray nozzles shall be constructed of stainless steel and have a Fiat spray pattern. The S z o pump for the cleaning system shall have a total cast iron pump body, bronze impeller and wear rings, completely sealed o ff I TIE-IN (SEE NOTE 3). PROVIDE 60 FEMALE m o bearings and mechanical seals. The pump and motor shall be capable of delivering a minimum of 30GPM of water at a total m FAIN _ 1 NPT OUTLET IN TOP FOR PIPE TO-AIR RELEASE dynamic head of 120 feet. It shall be self-priming and close-coupled to a matched motor that is 230V single-phase, 60Hz z v. I- VENT. constructed so that the motor and rotating ports can be removed without disturbing the volute case or the piping. It shall be w w '`I constructed in a manner that allows drainage. The intake line shall be fitted with a screened foot valve. o v < T to 6. The electrical panel, appurtenances, and wiring shall conform with oil local, state and national electric codes. Wire from the transformer to the panel shall be no 2-3URD. The panel shall be a NEMA Type 3R enclosure mounted on a post adjacent to 7'x3' P,CBC AT 1.2% the inlet structure. It shall be of adequate size to contain the following items for each motor: magnetic starter, overload - w SLOPE TO FLANDERS relay heater element, hand-off-auto switch and fusible disconnect switch. n FLOOR SL PE: 0.9% = 0.009 FT/FT- I MILL WASTE DITCH 7. Flow control at the intake shall be provided by two canal gates. The canal gate for the pipline tie-in to the north shall g be 30"0 nom. And the canal gate for the irrigation tie-in to the east shall be 24"0 nom_ Both canal gates shall be .-- ---�-- ----------------------------------------- ---- Waterman C-10 with 8' flatback painted frame or approved equivalent. Canal gates shall be fastened to the intake structure • _ + •8"• e. using standarD X" 0 stainless steel bolts and sealed with a 1" thick grout pad as per manufacturers reccomendations. 5= g Water-level control at the intake shall be provided by the use of rough cut stop-logs nominally sized at 2" x 6" x 39 - 24"0 WATERMAN C-10 CANAL The stop logs shall be pressure-treated construction grade douglas-fir. The finished installation shall include .--------- ---_- - - - _ _ - I GATE OR APPROVED AL. lags 9 er side) to provide o maximum operating level of 4760.5 as required for irrigation. O € a4 a I- - - - - - - -i6'-3' - INVERT ELEVATION - 9. Vacuum & backwater release for the 30"0 RCP intake line shall be provided through the use of on open air vent using TRASHRACK. 1" SCH40 STEEL 6"0 Nom. galvanized Sch.4o threaded pipe; the 6"e vent line shall be constructed such that it starts on the top of the g custom RCP bend immediately outside the intake structure and discharges at an elevation of -4762.5 near the north wall on BARS 10"OC NOM. the screened side of the intake structure. Rodent protection on the outlet end of the vent shall be provided using a y(<9, Qy tw-4 ASS 3/4" expanded metal screen or approved equal. "A0.0. (SEE SHEET IRG-5 FOR DETAIL) � &� 24"0 GASKETED RCP ®0.5% SLOPE (SEE SHEET IRG-2) 10. Large debris screening shall be provided by a single troshrack affixed to the front of the intake structure at STA16+15 € f g The trashrack is nominally sized at 7.75' w x 6.5' h with 1"0 Sch40 steel bars 10" OC. The troshrack will be hinged of the $Fa top and lay nominally at an angle of 60' from the horizontal. Fabrication details for the trashrack ore shown on sheet IRG-5. g 1 L Drainage of the intake slrucure for mointenaince and winterization shall be provided through the use of 2"0 drains as 24"q 90" GASKETED RCP ELBOW shown hereon. The drain on the northwest wall shall be 2"0 SCH40 galvanized steel. It shall be laid on an alignment to the east and then installed on the west side of the RCBC trench, sloping North to the Flander's Mill Waste Ditch at 1% nom. so that it is free draining. Both drains shall be fitted with 2"ONPT stainless steel ball valves with a minimum rating of 100psi. e 0 12. All exposed metal surfaces not designated as stainless steel or galvanized shall be Powder coated or pain ed with a N w¢ Rust-Oleum 7. Series Industrial Enamel and damp-proof primer as approved by the engineer. All coatings for the SCALE protection of exposed metal surfaces shall be applied in accordance with all applicable manufacturers recommendationa. m " m RECORD DRAWING - 13. he completed intake arse Y al a con rue d m a manner such that al aspects of the aosem Y,pump) ing structral HORIZ: 1" 2' o a components (CIP concrete, foundation, gabions) and appurtenances (including drum screen, frame, motor, h pump) ore 1 1 x 17 HORIZ: 1" - 4' compatible and structurally sound. Any proposed changes to the design as provided herein shall be submitted with shop drawings for approval by the engineer. M z TRASHRACK MOUNT END VIEW (N) �Z DUAL 48"0 ROTATING 0.25" X 6" HR FLAT. lwn �o DRUM SCREENS OR W/2" SCH40 STEEL. TRASHRACK. 1" SCH40 STEEL = Z Cr APPROVED EQUAL.------,,,,, SIDE VIEW (W) NORTH WALL, TOP ELEV=4763.0 BARS SHEET NOM. w J m (SEE SHHEET NOM. FOR DETAIL) a SCREEN SUPPORT STRUCTURE Y � _ MA)° ERATING WS. ELEV=4760.5 O ~ 30"0 WATERMAN C-10 t CANAL GATETn 11 11 in > INVERT ELEV=4755.77 0 - STD_ STOP LOGS, 2" x 6" x 3'3" (SEE NOTE#8) _ � f 24"0 WATERMAN C-10 N CANAL GATE. f- o n (NOT SHOWN FOR CLARITY) w o Y m 3 I a r C tL - w a E BASE ELE = 757.35 <� - FFt - J z INLET FLOOR ELEV=4755.93 BC INVERT ELEV=4755.77 > :2W e. III fit N O s n° ° a n° ° ° a m PROJECT NO 3364.a20.047 SCALE SHEC(NUMBER 2"0 DRAINS (SEE NOTE#1 1) HORIZ: 1" = 2' DRAWING NUMBER 24"0 RCP INLET INVERT=4755.83 1 1 x17 HORIZ: 1" = 4' IRG-4 7'x3' SINGLE CELL REINFORCED CONCRETE BOX CULVERT ROTATING DRUM SCREENS m j . yob mVZ w ► — VI 1/1 Z W O Uz AS 7 (TOP SLAB OUTSIDE) AS 2 (TOP SLAB INSIDE) 1 DIAGONAL REINFORCING I =Q a / TYPICAL FOUR PLACES o \ _ ��6 Zz 8• o — AS 1 (SIDE WALL OUTSIDE) I HAUNCH —AS 4 (SIDE WALL INSIDE) 12 x12"1 / 0 F�AS 8 (BOTTOM SLAB OUTDSDE) � I / o s o a 10" RADIUS SECTION VIEW — SIDE VIEW END VIEW w � INSIDE SURFACF €P 30"0 TO 27"0 GASKETED RCP RECUCER �^ = 30"0 GASKETED RCP 4"�, J-1 RECORD DRAWING z �g ow� eo. TYPICAL JOIN1 DETAIL A S Be o T I I �� m� € 1 I g$ =I 48' LAYING LENGTH s 12"-66" SIZES 30"0 CANAL GATE TYP, $� WALL B AND C WALL B WALL C I 8 pE SIZE FER AREA LENGTH 8 C S T A WT./FT T A WT./Ef. I INCHES . FT INCHES INCHES INCHES INCHES MCHE INCHE MCHE NCHE INCH INCHES 24 3.1 3 7 B 2.55 3.26 0.06 3 2 3 4 290 3 3 4 '1 360 __ - - — ———— - —— -- It_ 30 4.9 4 3.05 3.26 0.06 3 1 2 2 3 4 415 4 1 4 2 500 1 w PLAN VIEW ELEVATION VIEW ; DEBRIS TRASHRACK —TOP SUPPORT, m o 1.5"0 SCH40 STEEL PIPE 1 �6 _ WELDED TO MOUNTINGS PLATE , - a n o I n 4 l� 1P VnHl (1 ti"a �NS10E 2.0"0) SCII1U_ 1— STEEL PIPE *1I WEL.DF11 FO TO MOUNTING PLATF. w Z ` • • / a of wj --L 9"- • • � %"O x 4" EMED, DRILLED AND Q C) AMOUNTING PLATE / EOXIED BOLTS USING HILTI HII = � BOLTED 6" HR FRONT FLAT MIN OF I HP t 50 FROM SYSTEM, GAY V., CK 7"MIN. FROM OPENINGS, TVP. U7 CONCRETE INTAKE STRUCTURE 2"0 SCH40 STEEL PIPE I y EPO . 4" EMED, DRILLED AND I WELDED TO MOUNTING PLATE Q EPDXIED BOLTS USING HILTI HIT C) Z Hv 150 EPDXv SYSTEM, GALV„ 1" MIN. FROM OPENINGS, TYP. / I a m c!) w -1.0"0 SCH40 STEEL PIPE. I - ' 8 BARS, 10" O.0 N C) � w v) C) 1 LJ 0p � m / \__1.0"0 SCH40 STEELI PIPE 1 r —BOTTOM SUPPORT 8 BARS, 1D" O.C. _ 1 � T 5"0 SCH40 STEEL PIPE 1 1 L'_I Q J Z Z / I J > w - —BOTTOM SUPPORT 1.5"0 SCH40 STEEL PIPE fv — — — _— — _ - ' ► —_ y PROJECT N0. i3B4.020.0aT r 54EET NUMBER END VIEW SIDE VIEW DRAWING NUMBER IRG-5 boo �w_3 `qqyf iji� In? T — d ci --`O OKU O to C Z<>W =KQO ti � ,,�a33iyflr REMOVE EXISTING 24"0 CMP `Q N J' �jUm uz� W EXISTING DITCH rr* PR wv a a — Ex FxW aEt Ors Wi Exw [xW w FxW O n ti — FxeE -#fA6�R9kp Ex ss E.es Fx E>; Ea ss + � cs5 b o N 35.5' RT u DURSTON STA 55+72.1 (34°R) _� o 1 INSTALL 48"0 SDMH AS PER C.O.B. 02520-4. RCP INV 543 IM�bi�i"61.17 < W 54.71(A.B. 35.5' N ; STA 52+47.24 TO STA 05GASK18 (34 R 35.5' INSTALL 340LFSTA 1 OF 24 OA 58+96.0 RCPB z INSTALL 329 LF OF 2 RCF�� 0.35% SLOPE TO EAST, 0.35% SLOPE TO EAST, TIE INTO 48" SDMH AS SHOWN ON SD-7 wam DURSTON STA 52+45.24 (35.5' RT) INSTALL 48"0 SDMH AS PTD- D. 02520-4. RCP AV35,5'_� STA 58+96.0 48" SDMH 61.40 SEE SHEET SD-7 -- MMYNNARD-BORDER IRRIGATION DIVERSION STRUCTURE RELOCATION DETAILS ON SHEETS IRG(1-5) 4 d y SCALE HORIZ: 1" = 50' W VERT: 1" = 5' RECORD DRAWING o 1 1 x 17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' € N M1 I l 1 1 E O I r 47i�70 PROPOSED FINISHED -- __-_PROPOSED GRADE ALONG RCP CL GRADE ALONG DURSTON EXISTING GRADE ALONG DURSTON CL CL. DfSIGN AND EXISTING GRADE ALONG 24' IRRIGATION DRAIN CL DEFAIl4 FOR DURSTON M Z ROAD IMPROVEMENTS Q NIC. p 4765 PROPOSED GRADE OF 24"0 IRRIGATION DRAIN INVERT LI-1 N N o a :y = a o — — — — — — — o 4760 E 4760 Z F _ _ Z O O w _D — > > N O 329 (/) LF 24 0 GA>;I(ETED RCP 0.35% _ 4755 a w v 4755 322 LF 24"0 GASKETED RCP 0 0.35% _ O ri o io ri in a m in — x n *n '� m =e a m = O 4750 N ^ 4750 (n ¢ Ln O g e < I.-- Z O / aaZiw and�i3 W N N Q W N N W W W Q aw m 4745 +1o° U w a&a - ------ ---- -- 47a5 _ Q N O N K W N a N a N J Z Q 1 z 4740 > W 4740 Iv z O J m CL �¢ PROJECT NO, C 4735 3384.020.047 / 4735 INVERT ELEVATION. ALONG 24"0 IRRIGATION DRAIN o N a n m m o N a n ro n m m N n a In ro a0 rn SHEET NUMBER O O Or OO n 0 N O h u ,i ui ui 6 a v < kl r!1 ul N N N N r(1 N N N N N In N N N N N N N N DRAWING NUMBER - - IRG-6 >916Y ?3 F STRUCTURAL ABBREVIATIONS =�o GENERAL o - AT Jr. - JOINT a'o 1, BASIC DESIGN CODES: 7003 INTERNATIONAL BUILDING CODE (IBC), ACT 318-02 CONCRETE CAST IN PLACE)(CONT.) ABUT. -ABUTMENT JST. - JOIST A.Q. -ANCHOR BOLT � 2- ALL MATERIALS, WORKMANSHIP & DESIGN BY OTHERS SHALL CONFORM TO THE BASIC DESIGN CODES UNLESS A.G.I. - AMERICAN CONCRETE INSTITUTE KIP - 1000 POUNDS NOTED OTHERWISE BY DRAWINGS & SPECIFICATIONS. 9. AT ALL FIG. AND FDN. WALL CORNERS, CORNER BARS SHALT BE PROVIDED TO MATCH THE HORIZONTAL BARS, SEE DETAILS A.L S.C. AMERICAN CONSTRUCTION OF 5/STR-4. STEEL CONSTRUCTION AMERICAN NATIONAL STANDARDS CAM. - LAMINATED 3, PLATFORM LIVE LOADS: 40 PSF 10 WHERE REQUIRED TO ALLOW PASSAGE OF PIPING OR OTHER OPENINGS IN WALLS, SLABS, OR FOOTINGS, PROVIDE OPENINGS INS77TUTE IS. - POUND LONG LEG VERTICAL L 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS FOR BIDDING & CONSTRUCTION. IN FOUNDATION PER DETAIL 6/STR-4. ARCH. - ARCHITECTURAL .LV. - A.S.ZM. - AMERICAN SOCIETY OF T£S77NG C.L.H. - LONG LEG HORIZONTAL w z N H 2 II PROVIDE PROPER CURING OF CONCRETE SLABS ON GRADE TO PREVENT CRACKMG DUE TO MOISTURE LOSS AND SHRINKAGE. - LOW POINT CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. L.P. i o LT LEFT o 5. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY CURING IN ACCORDANCE WITH THE SPECIFICATIONS. SUBMIT PROPOSED CURING METHODS FOR AW.S. - AMERICAN WELDING SOCIETY LVC. - LAMINATED VENEER LUMBER INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHALL BE APPROVAL SEVEN DAYS PRIOR TO PLACING SUBS. USED, SUBJECT TO REVIEW & APPROVAL BY THE ENGINEER. B.B. - BACK TO BACK M.Q. - MACHINE BOLT B.F - BOARD FEET MATE. - MATERIAL 6 REPETITIVF FEATURES ARE NOT DRAWN IN THEIR ENTIRETY& SHALL BE PROVIDED & CONSTRUCTED COMPLETELY STRUCTURAL ALUMINUM GRATING B.I. - BUILDING LINE MAX. - MAXIMUM BUILDING UFO. MANUFACTURED AS IF DRAWN IN FULL. t FLOOR GRATING SHALL BE IKG BORDEN ALUMINUM SWAGED FLUSH TOP GRATING, TYPE BS FLUSH, OR AN APPROVED EQUIVALENT. BLOG. - - GRATING SHALL BE CONSTRUCTED WITH BEARING BARS PLACED EDGEWISE AND JOINED BY SWAGED CROSS BARS. SM. -BLOCKING MFR. - MANUFACTURE 7, ALL DIMENSIONS &ASSUMED EXISTING CONDITIONS ARE TO BE VERIFIED IN THE FIELD & ARE THE RESPONSIBILITY BM. -BEAM AVAI. - MECHANICAL OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCREPANCIES WHICH REQUIRE A 2. SIZE AND SPACING OF BEARING BARS SHALL BE AS . THEFOLLOWS: BEARING BARS T1 BE RECTANGULAR CONFIGURATION. THE DEPTH OF THE BOG -BOTTOM MIN _ MINIMUM a SIGNIFICANT CHANGE IN THE DESIGN AND/OR CONSTRUCTION FROM THAT SHOWN ON THE DRAWINGS. BEARING BAR TO BE 1" SPACED ON 13b" CENTERS. THE CROSS BAR T TO BE SPACED ON 4' CENTERS. THE BEARING BRG. - BEARING R. MARK BAR SHALL BE PUNCHED TO RECEIVE THE CROSS BAR. NOTCHING, SLOTTING. OR CUTTING THE TOP OF THE BEARING BAR WILL BRKT. - BRACKET M.O. - MASONRY OPENING NOT BE PERMITTED. 8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR B 3. CROSS BARS SHAALLLL9TR.BSM BASEMENT MID. MOUNTED Y OTHERS. - -BE SECURED TO THE MAIN BEARING BARS BY A SWAGING PROCESS TO PREVENT BTR. -BATTER M. - METAL 9. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND, EARTHQUAKE, SOIL, AND CONSTRUCTION LOADS UNTIL TURNING, TWISTING, OR COMING LOOSE.. THE TOP WALKING SURFACE OF THE CROSS BAR AFTER SWAGING SHALL BE Brut. - BETWEEN N. - NORTH o "NOMINALLY FLUSH" WITH THE TOP SURFACE OF THE BEARING BAR. B(R) -BOTTOM OF SLOB N.I.C. - NOT IN CONTRACT z ALL FLOOR, ROOF, A, WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. 4, ENDS OF CROSS BAR TO BE TRIMMED FLUSH WITH OUTSIDE (REBAR TOP LAYER) NOM. - NOMINAL FACE OF BEARING BARS. TRIMMING WILL BE MADE IN SUCH A MANNER AS TO PREVENT DESTRUCTION OF SWAGED LOCK ON B(8L) - BOTTOM OF SLAB N0. - NUMBER (RESAR BOTTOM LAYER) N.S. - NEAR SIDE 5. MATERIAL TO BE 6063 ALUMINUM ALLOY. FINISH SHALL BE. MILL FINISH.BEARING BAR. B.0 - BUILT-UP N.T.S. - NOT TO SCALE o FOUNDATIONS C/C - CENTER TO CENTER O.C. - ON CENTER 1 FOUNDATIONS WERE DESIGNED BASED ON ASSUMED SOIL PROPERTIES AT THE SITE LOCATOIN. AN STRUCTURAL STEEL C.F. - CUBIC FEET O.D. - OUTSIDE DIAMETER ALLOWABLE BEARING CAPACITY OF 3.000 PSF WAS ASSUMED WHEN BEARING ON COMPACTED STRUCTURAL FILL 1. DETAILING. FABRICATION, AND ERECTION SHALL HE IN ACCORDANCE WITH AISC SPECIFICATIONS AND AISC C.1. - CAST IRON p,F. - OUTSIDE FACE s OVER NATIVE SANDY GRAVELS. IF SOIL MATERIALS ARE ENCOUNTERED THAT ARE DIFFERENT FROM CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, C-I-P CAST IN PUCE CONCRETE O/O - OUT OUT THAT ASSUMED. NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH FOUNDATION CONSTRUCTION. C.LP. - CAST IRON POPE OP CONCRETE CONTROL JOINT OP. - OPENING N 2. MATERIAL SPECIFICATIONS: CCJ - - OPPOSITE 2 STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILTY OF THE CONTRACTOR - WIDE FLANGE 'W'SHAPES: ASTM A992 CEJ - CONCRETE EXPANSION JOINT p_W,l- - OPEN WEB JOIST wFo m AND SHALL BE PROVIDED IN ACCORDANCE W/ CURRENT OSHA REGULATIONS. - ANGLES, CHANNELS, PLATES: ASTM A3 )6 (UNLESS NOTED AS "GR. 50" THEN PROVIDE ASTM A572, GR. 50 CRJ - CONCRETE CONSTRUCTION JOINT m w rr - CIJ - CONCRETE ISOLATIONPCS. PIECES ON JOINT i O 5 u 3. BACKFILL SHALL CONSIST OF NATIVE MATERIAL, FREE OF TOP SOIL, ORGANIC MATTER, MEETING THE REQUIREMENT CH.FL.PL. - CHECKERED FLOOR PLATE - ERPE j a -ASTRUCTURAL STEEL TUBES: ASTM SUO, GR. B STRUCTURAL PIPE: ASTM 53, TYPE E OR S, GR. B C.L. - CENTER LINE PfRP- - PERPENDICULAR OF STRUCTURAL FILL LISTED BELOW AND SHOULD BE COMPACTED IN 8' (MAX.) LIFTS TO 90% OF AASHTO T-99 - FRAMING BOLTS: ASTM A325-N, BEARING TYPE (UNLESS NOTED OTHERWISE) CL G. - CEILING P.J.F. - PRE-MOLDED JOINT FILLER pp�� PLATE PROCTOR NEAR OPTIMUM MOISTURE CONTENT. FOLLOWING BLENDING EFFORTS TO MINIMIZE THE POTENTIAL FOR - ANCHOR BOLTS: ASTM F1554, Fy=36 ksi UNLESS NOTED OTHERWISE CLR - CLEAR PL' - VOIDS, POCKETS, OR NESTING. USE ONLY HAND-OPERATED COMPACTION EQUIPMENT WITHIN 5 FT. OF COMPLETED - WELDING: COMPLY W/AWS 01.1 . USE E7Oxx ELECTRODES FOR SMAW WELDING PROCESS, C.M.P. - CORRUGATED METAL PIPE P PSF - PLYWOOD POUNDS PER SO. F7 cr STRUCTURES. E71TX WIRE FOR FCAW WELDING PROCESS. AT ALL WELDS FOR BEAM-('OLUMN MOMENT CONNECTIONS, C.MU - CONCRETE MASONRY UNIT PSI POUNDS PER SO /N PROVIDE WELD FILLER MATERIAL WITH A MINIMUM CVN TOUGHNESS OF 20 FT-LB ® 0'-F. COL. - COLUMN - CH z TL= PRESSURE TREATED 4 STRUCTURAL FILL SHALL BE IMPORTED MATERIAL COMPACED IN 8" MAX LIFTS TO 98% OF AASHTO T-99, AND SHALL CONC. - CONCRETE P.T. - 8 CONFORM TO THE FOLLOWING GRADATIONS: 3. GALVANIZING OF STEEL MEMBERS, WHERE INDICATED ON THE PLANS, SHALL CONFORM TO ASTM A 123. ALL WELDED CONN - CONNEC77ON SCREEN/SIEVE 41ZF 3 PASSING BY WEIGHT AREAS SHALL BE THOROUGHLY CLEANED PRIOR TO GALVANIZING, GALVANIZED SURFACES THAT ARE DAMAGED AT ANY CONSTR - CONSTRUCTION A RISER O. - R401US 4" 1GO TIME AFTER THE APPLICATION OF THE ZINC COATING SHALL BE REPAIRED BY APPLYING TWO COATS OF GALVANIZING CONT - CONTINUOUS OR CONTINUED ROUND b4 25-60 REPAIR PAINT (MIL-P-21035) OR AN ALTERNATIVE METHOD APPROVED BY THE ENGINEER. CONTR - CONTRACTOR REBAR - RE STEEL �"I w' F.y M#OO 2- COORD. - COORDMN7E RFONF. - REINFORCING CRS - COURSES REp•D - REQUIRED �I CSK - COUNTERSINK RV. _ ROOM CONCRETE (CAST IN PLACE) CTR - COMER GIRD - CENTERED RT. - RIGHT C.W.! - CONCRETE WALL INTERSECTION s 1. MINIMUM STRENGTH PROPERTIES FOR CAST-IN-PLACE CONCRETE SHALL COMPLY WITH THE FOLLOWING TABLE: C.Y. - CUBIC YARD S. SOUTH- SCHED, - SCHEDULE R - S.F. - SQUARE FEET DEGREE D.I. - DEGREE IRON SGT - STRUCTURAL GLAZED NIL CAST-IN PLACE SHT SHEET ALL CONCRETE DIA. - DIAMETER SHTG. - SHEATHING CONCRETE 0 - DIAMETER MINIMUM 28 DAY 4000 PSI OA DIAGON L SI - SQUARE INCHES COMPRESSIVE STRENGTH ORWO - DRAWING SPA - SfMSIMILARMIN S.L.V. - SHORT LEG, VERTICAL a MAX. AGGREGATE SIZE 1 OIL - DETAIL SPA. - SPACES SPECS SPECIFICATIONS W Y DIAL DOWEL . - PERCENT RANGE OF o y 5.576±1.57C D.0. - DOOR OPENING SHE. - SHEETS m AIR CONTENT S.S. STAINLESS STEEL c � d MAXIMUM SLUMP 4" STIFF - STIFFENER ZS = n k �:l £ - EAST SDRR. - 577RRUP < m o E f. - EACH FACE STL. - STEEL STRAIGHT ELEV. - ELEVATION SIR. - 2 ALL CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 50. REINFORCING BARS INDICATED ON THE EXC - EXCAVATION S.Y. - SQUARE YARD DRAWINGS TO BE WELDED SHALT CONFORM TO ASTM A7O6. EXIST - EXISTING SYM. - SYMME7RICAl Z fXP - EXPOSED G EXT - EXTERIOR T. - TREAD OR TON �- S. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE: C0� DT - �� EW EACH WAY LA.I. TOP CON7INUOUS GRADE BEAM BARS - TOP ADDITIONAL GRADE BEAM BARS WHEN PLACED ON GROUND: 3" INTERIOR DRY SURFACES: j■.'('`LL'�' - EXPOSED TO WATER, WEATHER, SLABS 3/4" FD - FLOOR DRAIN (SEE ARCH.) T&B - TOP AND BOTTOM BACKFILL OR CONDENSATION: BEAMS 1-1/2" FON - T FOUNDATION THD - THREAD N5 BAR OR SMALLER 2" COLUMNS 1-1/2- - FIN. - FINISH J/ - THICK CK 1�6 BAR OR URGER 2" WALLS 1" FLG - FLANGE TM - TRUSS JOIST FLR - FLOOR TM BR. - AMBER FOP F FOOTING W 4. ALL BENDS, UNLES OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST F.O. - FLOOR OPENING T.O.C. - TOP OF CONCRETE U7 EDITION OF ACT 318.SSS O DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH ACI 315. FS - FAR SIDE T.O.F.T.O.D. - TOP OF DfCK/SHEATHING � � - FIG - FOOTING T.O.S. - TOP OF STEEL Q W O 5 GA. GOUGE, ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: TO.TO.W - TOP OF SLAB 0 - W. - TOP Of WAIL 0 � J gGAL - 04L VANIZED TR. - TRUSS F- Q N DETAIL OF REINFORCEMENT - LAP LENGTHS G.L. - GROUND LINE T(TL) - TOP OF SLAB ClJ U m G.L.B. - GLUE LAMINATED BEAM BAR SIZES N4 A5 �8 �'7 M8 N9 /1011 (REBAR LOP DYER O GND - GROUND T(7B) - TOP OF SUB U GR. - GRADE (REB4R BOTTOM DYER) o CONC. DESIGN G.W - GROUND WATER TIT. PICAI STRENGTH 4000 PSI K nuj Y N TOP BAR• 1'-7" 2'-1"2'-7"3'-1" 4'-6' 4'-0'S'-10 6'-T T-3' H.A.S. - HEADED ANCHOR STUD U.B.C. - UNIFORM BUILDING CODE 03 GR 60 H.C.M. - HOLLOW CLAY MASONRY Z Q Q H. - HOOK U.N.O. - UNLESS NOTED OTHERWISE Z O Of THER BAR 1'-4" V-7 2'-0" 2'-5'2'-9" 3'-6' 4'-6'S'-1"5'-B- HORIZ. - HORIZONTAL w jA H.P. - HIGH POINT VER! - VERTICAL Q • TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS H7. - HEIGHT w CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. W WEST m I.C.B.O. - IN7ERNATIONAI CONFERENCE - WFFH co • INCREASE LAP LENGTHS SHOWN ABOVE AS SHOWN IN THE DRAWINGS OR AS DIRECTED BY THE ENGINEER WHERE BARS OF BUILDING OFFICIALS WOOD W/O - WOOIOUT ARE SPACED CLOSER THAN 6" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN I,D. - INSIDE DAMETER WD - 3" FROM FACE OF MEMBER. I,F. - INSIDE FACE W.l. WROUGHT IRON - W.P. WORKING LINEPOINT Q w /NSUL. - INSULATED W[. WORKING LINE N 6 TOLERANCES IN PLACING REINFORCEMENT SHALL BE: INl - INTERIOR WT. - WEIGHT f +/- 3/8 IN. FOR MEMBERS WITH D LESS THAN 8 IN. INV - INVERT WWF WELDED WIRE FABRIC w N 1/2 IN. FOR MEMBERS WITH D GREATER THAN 8 IN g WHERE D IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING. O OD a 7 METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBCRADE. CONCRETE PROJECT NO BLOCKS OR DOBBIES SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. 3384.020 0 No 8 DOWELS SHALL BE THE LENGTH INDICATED. DOWELS SFiALI BE WIRED IN POSITION PRIOR TO POURING CONCRETE- SHEET NUMBER a DRAWING NUMBER In r STR- 1 z �mi� �yyyyz iw¢ aV 1.-4. 4-4' 7-0" �Jo� Sao ni TYP. �aU oU PIPE INVERT > TI�_¢ O eLocKour, ��z 16'-4"WIDExB'DEEP) NOTE 2 3,-6' T.O.SL. = NOTE 1, 4 a �, TYP.NOTE 1, g OF COL. .O 5`. TYP_ NOTE 1, T.O.W. _ h i ♦ _-' \f I N TYP. 4763.011 hq y` T.O.W. _______--------------------- ___ ___________—___ __ ______i 4O, .00 2x LUMBERSTOP LOGS I I I I ' I I I T.O.W. CONTINUOUS LEDGER I 63.00 - - ANGLE, SEE DTL 1/STR-4 _ I I I I OF COL. T.O.w .O. _ gY 63DIRV I G I I I I NOTE 1, z -- I TYP. I I NOTE 1, NP 3• z" _ ?, STR-4 I TYP. TYP. ,� I NOTE 1, I w u a TYR I -- 3 fYP. ROTATING DRUM `i m I I - STR-4 SCREENS, SEE I SITE/CIVIL STR-4 A i N 3 l i STR_4 IYP. STR 3 \ I Z L`s / Q w 3 STR-3 I I o-m3 o� � AU41 SEE0 � GRATING, GENERAL STRUCT. xQ �° $s NOTES FOR REOU. i o `� WALL I a CORNER I \ NOTE 1. T. W. TYP. _ TVP 77 4 63.00 cJ I - m STR-4 L7 I I I I I I t476o.w. -- -=__ - ------ - -- -------- --------------- ---LL -------------------------� i- o o a 4055.92 47 5.92 n n n cn Z U 0] Z o I -STONE GABIONS, ABIONS, 0 REFER TO SITE/CIVIL REFER STONE G TO SITE FOR LOCATIONS, TYP. FOR LOCATIONS, TYP. DEBRIS TRASHRACK REFER TO SITE/CIVIL Z FOR LOCATION Q W d 0 � w � O INTAKE STRUCTURE - FOUNDATION PLAN INTAKE STRUCTURE - FLOOR PLAN N m o SCALE: 1 2 = 1-0 SCALE: 1 2 = 1-0 I � o r- Z V1 Q Y Z I Q Q O Z Z o RECORD DRAWING -_ 0 Z a w 1. REFER TO SITE/CIVIL FOR LOCATIONS AND ELEVATIONS OF ALL GATES, PIPES, AND MISCELLANEOUS CO OPENINGS. REINFORCE AROUND ALL OPENINGS PER DETAIL 6/STR-4. 2. BLOCKOUT TOP OF SLAB FLUSH W/ CONCRETE PIPE INVERT, COORD. DEPTH AND WIDTH OF PROJECT N0. BLOCKOUT AS SHOWN, GROUT SOLID AFTER PIPE INSTALLATION. SEE SECTION B/STR-3. 3384.020 3. FIELD TRIM GRATING AS REQUIRED AT CATE TO PERMIT PASSAGE OF GATE STEM. SHEET NUMBER DRAWING NUMBER STR-2 moo x <s z yWob U0 d UCU OUV �iJNQ �4 �W�O K 7 �Q a 2 76 �5 I =_ NOTE 3, TYP JW. 0 O.W. SEE llUrLR. PLAN I I I O m z F ' - PROVIDE ADD'L. REINF. I OPNG. PER DTL. 6/STR-4 w NOTE 7, TYP. MVI 1�i'r3Ss"ALUMINUM H I z 7 i GRATING, TYP., SEE i i i ri I GENERAL STRUCT. NOTES FOR REQUIREMENTS LmYPE'D E STOP , GALV., SEE DTL STONE GABIONS O.W. SEE _ ATTACH W/ (4) .O.W. NOT SHOWN imp to FLR. PLAN " EMBED HILTI RR PLAN FOR CLARITY II STAINLESS nCONTINUOUS LEDGER ANSION ANCHORS,ANGLE, SEE DTL- O CONC. WALL NOTE 3 I 1/STR-4, TYP. SLOPE n T.O.SL. SEE �i I Q FDN. PLAN I Z Z =3 ~ c� I STRUCTURAL FILL, g" SEE DTL 1/STR-4R_4 THICKEN SLAB AT 0 $ TYP I PIPE AS INDICATED V STR-4-4 nINTAKE STRUCTURE - SECTION I I o NOTE t, ITYp_ NOTE t, TYP. jX I .O.W. SEE INU FLR_ PLAN I I I I I Is Y T.O.SL. SEE �� I �N01h FDN. PLAN 0 I rvF Z I - TYP. Z n _ i J STONE GABIONS I I O r ti ti NOT SHOWN I I FOR CLARITY ————— —' Z SLAB REINF I I STRUCTURAL FILL STR-4 PER OTL. 1/STR-4 I SEE DTL. 1/STR-4 JffV.O.SL. SEE �J SLOPE FDN. PLAN --- W " INTAKE STRUCTURE - SECTION m SCALE: 34 = 1=0 -- - - _. _ _ - - . Z STRUCTURAL FILL, O SEE DTL. 1/STR-4 N INTAKE STRUCTURE - SECTION Y - SCALE: , 2- Z z N Q _' a RECORD DRAWING W a m o NOTES: L REFER TO SITE/CNIL FOR LOCATIONS AND ELEVATIONS OF ALL GATES, PIPES, AND MISCELLANEOUS RROJECT NO. OPENINGS. REINFORCE AROUND ALL OPENINGS PER DETAIL 6/STR-4. N 2. BLOCKOUT TOP OF SLAB FLUSH W/ CONCRETE PIPE INVERT, COORD. DEPTH AND WIDTH OF 3384.020 o BLOCKOUT AS SHOWN. GROUT SOLID AFTER PIPE INSTALLATION. SEE SECTION B/STR-3. SHEET NUMBER 3, BLOCKOUT FOR DRUM SCREEN AS REQUIRED. COORDINATE SIZE, LOCATION, AND REQUIRED STEEL EMBED PLATES WITH MANUFACTURER. M DRAWING NUMBER STR-3 I maoo c> mU2 N� 13/4-Ae" ALUMINUM n W �o CRATING, TYR, SEE N4' CHAMFER, o? 50 GENERAL STRUCT. NOTES g• TMP' > g>>rc �� FOR REQUIREMENTS AVOW ALUMINUM o 0 7,pW. GRATING, TYP., SEE �� VARIES GENERAL STRUCT. NOTES FOR REQUIREMENTS 8" (2) #5 O TOP OF WALL •••`��a,r 3"x3"x3(e" CONTINUOUS (2) N5 O TOP OF WALL �{p• /�r4,� GALV. LEDGER ANGLE 7.0 � 4 46" DLA. x 4" EMED, DRILLED AND Q ryo J% EPDXIED BOLTS USING HILTI HIT HY 150 EPDXY SYSTEM, GALV., 1/4- STEEL CONTINUOUS SEE GENERAL STRUCT NOTES FOR BACK-FILL LEDGER ANGLE, SEE , 2 i • 2'-0" MAX D.C., 2" GALV. COL CAP = REQUIREMENTS DTL. 1/STR-4 MIN. FROM OPENINGS, TYP. 3 ENT Pt"x?�t"x2}'t LOG rr o/ r " BENT PLATE STOP LOG GUIDE. EACH SIDE ENT PLATE OF COLUMN" TO COL., TYP. � 05 VERTS. O 6" O.C. )Se 2 12 fie 2x LUMBER GALV. BENI PL. STOP LOG STOP LOGS E1 E a GUIDE, NOT SHOWN I�5 O 12' O.C. HORIZ. FOR CLARITY 0 HO REINS - ADD'L REINS O OPENING Dr--- m PER DTL.. 1/STR-4 /� PER DTL. 6/STR-4, TYP E HSS 4x4A" STL. 4 COLUMN, GALVANIZED 05 yL DOWELS O 6"O.C. (4) "Da. x 8 EMBED a. PI-AN D-D ANCHOR DOLTS �fe COORD. CAST-IN-PLACE "x11"x11*GALVANIZED-\\\ STEEL EMBEDS FOR SCREENri AM BASE PLATtC 2" EDGE L ATTACHMENT WRH SCREEN (4) #5' DOWELS SUPPLIER DIST., TYP. O 6"O.C.,.O.SL. SEET.O.SL. SEE SL. SEE U.N.O.FDN. PLAN kl'-O- FDN. PLAN F PLANo .O.SL SEE -COORD. KEYWAYN. PLAN REQUIREMENTS WITH SCREEN 9 - L SUPPLER '�,u_ _ NS O 12" O.C., T k 8 .'=1 r'T..'j„ SLAB REINF, PER PLAN E-E a sh`� DTL. 1/STR-4 _ - -' 8 sv MIN.) STRUCTURAL FILL, STRUCTURAL FILL, O w COMPACTED IN 8"MAX. SEE DTI. 1/STR-4 ,. 'N NATIVE SANDY LIFTS TO 90% AASHTO T-99 n� GRAVEL PROCTOR. SEE GENERAL STRUCT. FOR REOU. SUPPORT COLUMN DETAIL CENTER WALL DETAIL 0. FOUNDATION DETAIL srR-4 scuE: 4 = 1-D STR-4 SCALE: 3 4 = I-0" STR-4 SCALE: 3 4- = 1'-0` 1VAG"ALUMINUM GRATING, TYP., SEE GENERAL STRUCT. NOTES FOR REQUIREMENTS (2) #5 O TOP OF WALL RECORD DRAWING FA ! d w � n o CORNER BARS TO MATCH SIZE AND SPACING k LAP Q TO HORIZ. REINF., U.N.O. _ STD. HOOK O Q STD. HOOK O DOWELS DOWELS PER PER ACI 318 o ACI 318 Z O g HORIZ. WALL WALL REINF., PER REINF. LJ on. 1/STR-4 -- DOWEL TO MATCH SIZE O h SPACING h LAP TO HORIZ. REINF., U.N.O. - REINFORCING INTERUPPTED Q BY OPENING �X� I m U I, li I n n li � I II J I ,� PLAN SECTION - CO$NLR PLAN SECTION - INTERSECTION _ lk `ll ` _ / IY _1 Q N w /5 V O 6" D.C. MAX II II PROVIDE BARS W/ AREA II II ,! y SINGLE LIAT __'AL -i _ EQUAL TO INTERUPPTED ��L IT �I REINF. PLACE 1/2 OF THIS IT (I Z ~ k= r _ REINF. EA. SIDE OF OPNG. _ tk-__1 II I I �n 1.T SEE SHT. STR-1, GENERAL STRUCTURAL NOTES FOR LAP LENGTHS. O 3" MAX. SPACING. J I a PROVIDE (1)N5x4'-0" DIAGONAL O I x . yy I I EA. LAYER OF REINF,- 4 CORNERS I SEE DTL. 1/STR-4 EXTEND PROVIDE ER OF REIN DIAGONAL • LAP EA. LAYER OF REINF.- 4 SIDES, EXTEND SPLICE SPLICE g (1)N5 LONG. �F`\\ OMIT FOR OPENING DIAMETER < 12" LAP Q 8 ` TYPICAL STRUCTURAL FILL, N SEE DTL. 1/STR-4 O EO FOUNDATION DETAIL 5 FDN. _WALL CORNER REINF. DETAIL � REINF. FOR OPNGS. IN WALLS & SLABS 11_11T N0 STR-4 SCALE: 3 4 = 1r0� STR-4 SCALE: NIS STR-4 SCALE: NTS SHE3J6ET N20 SHEET NUMBER DRAWING NUMBER STR-4 mop zw?a wj o S aw�i �o p yny¢ Z� rc� z 4: ff z - N5x2'-6" DRILLED AND °' R EPDXIED DOWELS O 12" O.C., MAX. (5" MIN, EXIST. INTAKE EMBED), SECURED WITH -_ WALLS AND REINF. HIITI HY-150 EPDXY/ \�,� \ ^ EMBED ATE EMBED PLATE TR. / ROUGHEN EXIST (4_)Ni" DIAM x 31�" GALV. STL. 4 H.A.S. O 4" I CONIC. TO X U-SHAPED BENT \ O.C. EA. WAY I AMPLITUDE PLATE HANGER, ! 1 I REFER TO SITE/CNIL I O z / FOR SIZE REQU. I o INLET WALL AND / REINF., PER DTL. 1/STR-4 0 /5x2'-6" DRILLED AND i EPDXIED DOWELS O 12" n � O.C., MAX., (5" MIN. INLET SLAB AND EMBED), SECURED WITH u. REINF., PER HILTI HY-150 EPDXY EXIST. INTAKE o m DTL. 1/STR-4 SLAB z z w V N d N g T.O.W. = 9i gg 4763.00 -� � 1 4763.00 5 g 7z t's ROUGHEN EXIST. T.O. L. - \ '— CONIC. TO Y" W 4755.92 / \\ STRUCTURAL FILL, AMPLITUDE �y SEE DTL 1/STR-4 < T FOUNDATION DETAIL ;£ / \ / - SCALE: 3/4` = 1'-0` .., ,D / / K \ /Typ ST& o DEBRIS TRASHRACK \ 3 / 9 REFER TO SITE/CIVIL \ / 1 a \ Y HANDRAIL MEETING HANDRAIL MEETING - ( CURRENT IBC REQU- � m � � 4 CURRENT IBC RU EQ - / TO BE PROVIDED ARO TO BE PROVIDED i a UND THE INLET BY / WALL AROUND THE INLET BY o OTHERS/ I CORNER \ OTHERS. / I �\ STR-4 \ 4" (MIN.) TYP. Z RECORD DRAWING --- ------------- - -- -- ----- - - - - -- - -- -- -- -- ----- -- -- -- --------- ----- - -� - r-- ---------- - I T.o.w. - m � _- I 4763.00 4763.00 _ _____ ----- T.O.SL. = 3--0" 2'-2" 2'-2" 3,_0., T.O.SL. _ 475 .OD I THICKENED EDGE SLAB 47 .00 LY PER DTL. 4/STR-4 LJ 0 0 � 0 17_4. O m U Q u I F- o N A INTAKE STRUCTURE INLET CDW J SCALE: 3 4 = 1- Y 3 Q a J 1 G S Ul N O a m g PROJECT N0. O t 53s.020 p W I NUMBER pip DRAWING NUMBER STR-5