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HomeMy WebLinkAbout23-16 Sawyer Creek Watershed IILei I STAL61 -MAS01 w I cl I � I Wray I 910 West Wingra Drive Madison, Wi 53715 608-251-4843 608-251-8655 fax www.strand.com [plelZ ►' 0 F�jljcIuF6l iK$7+�c3 CTFI K DETENTION BASIN LOCATION CLARK-HILL FILL SITE LOCATION - CLAIRVILLE RD RECONSTRUCTION LOCATION COMPASS WAY STOCKPILE LOCATION L` WI-91 ' • • a ® •BqY�-qqf im lb W d "YENTZ ,-a f 30w r ` °y SU1`i P v RIE M DRAWING TITLE WORK UNIT A TITLE SHEET GENERAL NOTES TYPICAL SECTIONS DETAILS PROJECT OVERVIEW ALIGNMENT DETAILS SITE ACCESS PLAN TRAFFIC CONTROL PLAN DESIGNATED TRUCK ROUTES FENCING PLAN GRADING AND DRAINAGE - RURAL II GRADING AND DRAINAGE - FILL SITE GRADING AND DRAINAGE - STOCKPILE EROSION CONTROL_ - RURAL II EROSION CONTROL - FILL SITE EROSION CONTROL. - CLAIRVILLE ROAD EROSION CONTROL - BASIN ACCESS ROAD RESTORATION - RURAL ii RESTORATION - FILL SITE RESTORATION - CLAIRVILLE ROAD RESTORATION - BASIN ACCESS ROAD PAVEMENT MARKING PLAN INTERSECTION DETAIL - CTH K AND CLAIRVILLE CLAIRVILLE ROAD PLAN AND PROFILE BASIN ACCESS ROAD PLAN AND PROFILE QUANTITIES ROADWAY CROSS SECTIONS - CLAIRVILLE ROAD ROADWAY CROSS SECTIONS - BASIN ACCESS ROAD CROSS SECTIONS - RURAL II DETENTION BASIN CROSS SECTIONS - CLARK-HILL FILL SITE CITY OF OSHKOSH 215 CHURCH AVE OSHKOSH, WI 54903 r+ 1 l r-- r-r n f r-% 1 2 3-4 5-14 15 16 17 18 - 19 20 21 22 - 24 25 - 26 27 28 29 30 - 32 33 34 35 36 - 38 39 4G - 42 43 44 - 54 55 - 56 57-61 62 - 88 89 - 94 95 - 101 102 - 110 AM STRAND ASSOCIATES" e GENERALNOTES 1. ALL TREES AND SHRUBS SHALL BE REMOVED WITHIN THE PROJECT LIMITS. 2. ALL RADII DIMENSIONS ON THE PLAN ARE TO FRONT FACE OF CURB, UNLESS OTHERWISE NOTED. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. 3. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD 4. IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET OR MANHOLE, THE CONTRACTOR SHALL CONSTRUCT INLET EROSION CONTROL AROUND THE STRUCTURE TO MINIMIZE SEDIMENTATION OF THE INLET AND STORM SEWER. 5. FINISHED GRADES AS SHOWN AT MATCH LINES ARE APPROXIMATE AND MAYBE ADJUSTED BY THE ENGINEER IN THE FIELD. 6. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROPRIATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST. 7. INLET CASTING TO BE WELLED 3/4-INCH BELOW FINISHED GRADE WITH SMOOTH TROWEL EDGES. B. PROTECT EXISTING TREES AND LANDSCAPING OUTSIDE OF THE PROJECT LIMITS. 9. CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL ALSO BE SWEPT ON AN AS -NEEDED BASIS. IF TRACKING OCCURS DURING THE WORK DAY, ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. 10. STORM AND SANITARY SEWER MANHOLES ARE SHOWN FROM RIM ELEVATION TO INVERT ELEVATION. PAYMENT FOR STORM AND SANITARY SEWER MANHOLES WILL BE FROM RIM ELEVATION TO INVERT ELEVATION OF THE STRUCTURE MINUS CASTING. CITY TO SUPPLY STANDARD STORM AND SANITARY MANHOLE CASTINGS PER CITY OF OSHKOSH SPECIFICATIONS. STANDARD SYMBOLS fN> CENTER LINE RIGHT OF WAY SECTION LINE EASEMENT LINE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FIBER OPTIC GAS SANITARY SEWER STORM SEWER WATER EDGE OF CHANNEL/WASH SECTION CORNER BENCH MARK EXISTING MANHOLE EXISTING WATER VALVE EXISTING VALVE EXISTING CATCH BASIN EXISTING POWER POLE EXISTING GUY WIRE EXISTING TREE EXISTING SIGN WETLAND AREA UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242-8511 AMERICAN TRANSMISSION 801 O'KEEFE ROAD MATT ERNST 920477-2235 COMPANY DE PERE, WI ANR PIPELINE COMPANY W3925 PIPELINE LN. EDEN, WI LARRY HUBER 920-477-2235 AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT ENGINEER 920-929-1013 FOND DU LAC, WI CANADIAN NATIONAL RR 162E DEPOT , WI STEVENS POINT, TERRY LEE 715-345-2053 CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE - DIR. PUBLIC WORKS 920-236-5065 PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH -CITY ENGINEER ENGINEERING DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN 920-232-5350 TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN ELECTRIC DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. BRIAN GRIESBACH 920-232-5348 OSHKOSH, WI MAINT. SUPERVISIOR SIGN DIVISION CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE 920-236-5065 PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER WATER DIVISION SPECTRUM 1001 KENNEDY AVE. MARTY CALLEN 920-378-0369 KIMBERLY, WI WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMANN 920-680-7618 SERVICE CORP. OSHKOSH, WI WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800450-7280 SERVICE CORP. EMERGENCY NUMBER WISCONSIN PUBLIC ELECTRIC 24-HOUR 1-800-450-7240 SERVICE CORP. EMERGENCY NUMBER WISCONSIN & SOUTHERN 1890 E. JOHNSON ST. BRENT MARSH 414-750-6433 RR CO. MADISON, WI UW-O FACILITIES 650 WITZEL AVE JOANNE RIFE 920-424-2438 MANAGEMENT OSHKOSH,WI 920-230-3835 (MAIN OFFICE) FOX RIVER VALLEY 4995 W-91 JANELL TATRO 920-230-4723 (CONTROL ETHANOL OSHKOSH, WI 54904 BEN POTRATZ ROOM -24 HOUR EMERGENCY CONTACT) DESIGN CONTACT: DNR CONTACT - CLAIRVILLE ROAD: MATTHEW YENTZ JAY SCHIEFELBEIN STRAND ASSOCIATES INC. WISCONSIN DEPARTMENT OF NATURAL RESOURCES 910 WEST WINGRA DRIVE 427 EAST TOWER DRIVE, SUITE 100 MADISON, WISCONSIN 53715 WAUTOMA, WISCONSIN 54982 (608)251-4843 (920)360-3784 DNR CONTACT - BASIN FILL SITE AND OUTFALL: TOWN OF ALGOMA CONTACT: ERIC STADIG RICHARD HEATH WISCONSIN DEPARTMENT OF NATURAL RESOURCES 15 NORTH OAKWOOD ROAD 625 E COUNTY ROAD Y #700 OSHKOSH, WI 54904 OSHKOSH WI 54901 (920) 235-3789 (920) 718-0890 fficolslHoliil Dial :or (800)242-8511 www.DiggersHotline.com DNR CONTACT -WETLANDS: TOM NEDLAND WISCONSIN DEPARTMENT OF NATURAL RESOURCES 107 SUTLIFF AVENUE RHINELANDER, WI 54501 (920)286-3739 CITY CONTACT: CRAIG RAMTHUN CONSTRUCTION MANAGEMENT SUPERVISOR 215 CHURCH AVENUE OSHKOSH, WI 54902 (920) 376-0415 z 0 c co W H O Z J 9 W z W 0 ' JOB NO. ' 1382.091 MAY STRAND ASSOCIATES® `q RIGHT OF WAY RIGHT OF WAY I VARIES (80' TYP. 66' MIN.) EXCAVATION SEE GI PLANS 4:1 MAX (TYP) — LIMITS (TYP) 24' CI /L 3' 12' 12' 3' 4.0 ..?A %— 2.0% 4.0% 5-INCH ASPHALTIC PAVEMENT — w z w ? 5-INCH BASE AGGREGATE 10-INCH BASE AGGREGATE w ? ? DENSE 314-INCH SHOULDER DENSE 1 1/4-INCH PROPOSED CLAIRVILLE ROAD TYPICAL SECTION NOT TO SCALE EXCAVATION LIMITS (TYP) P/L P/L 100' (1) 18' 9' C/L VARIES 2' 9' 9 2 EXCAVATION LIMITS (TYP) 4�M EXCAVATION LIMITS (TYP) Oaa (1) 2 ---L 2 0� ENTIRE 100' MAY BE USED AS TEMP -. VARIES HAUL ROAD TO THE COMPASS WAY STOCKPILE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND DRAINAGE OF TEMPORARY HAUL ROAD DURING CONSTRUCTION. MARSH MATS, 12-INCH BASE AGGREGATE DENSE 1 114-INCH BASE COURSE, OR OTHER MATERIALS USED TO CONSTRUCT TEMPORARY HAUL ROAD SHALL BE CONSIDERED INCIDENTAL TO PROPOSED ACCESS ROAD TYPICAL SECTION CONSTRUCTION NOT TO SCALE CONCRETE, ASPHALT, OR GRAVE! EXISTING DRIVEWAY WIDTH VARIES SAWCUT EXISTING DRIVEWAY (IF NECESSARY) AT LOCATION SHOWN ON DRAWINGS. 4' 4-INCH ASPHALTIC PAVEMENT 8-INCH BASE AGGREGATE DENSE 3" 4-INCH BASE AGGREGATE 2" THICK DENSE 314-INCH SHOULDER ( ASPHAL w PAVEMENT 4-INCH THICK BASE AGGREGATE DENSE I I ASPHALT FLUME DETAIL NOT TO SCALE 3' TYP. TYPICAL DRIVEWAY DETAIL NOT TO SCALE Z O F t� F y z O v Z Q Z Vi z Z z O o H t= � x a� Tr W c Y; H a J , O 0 O d = Z z W Tr JOB NO. 1382.091 PROJECT MGR. MAY Aiml STRAND ASSOCIATES® SHEET 3 cl.• S•\uen\t:tnn--t399\t382\091\Orarinas\CAO\Civil 3d\SheataPian\1382091-TYPICAL SECTIONS.dwa Time: Jui 21. 2023 - 10:16— W a 0 z 0 N K O 2: z FO �i F P/L N 5' VARIES 6VARIES 6VARIES VARIES VARIES VARIES 6.5' VARIES 3' Z O t� 2 Z W m H _ o /�.� q. Al 4•Y Al J F� W p CLAIRVILLE EDGE OF PAVEMENT V W Y r W p y h J H - O z J , U. 0 O EXCAVATION LIMITS (TYP) EXCAVATION LIMITS (TYP) V 0 19 L p ti Q W m CLARK-HILL FILL SITE SECTION B-B ON SHEET 25 J ~ z W NOT TO SCALE E- ; w W W t1 W Q N JOB NO. 1382.091 PROJECT MGR. MAY �. ml STRAND ASSOCIATES® SHEET 4 Fits: S:\IAAD\1300--1399\1382\091\Drawings\CAD\CMI 3d\Shes[sPlan\1382091—TYPICAL SECDONS.dwa Time: Jul 21. 2023 — 10:16— GROUND 6N6rTVP. - - - SECTION A —A rB OPENING OPENING TOW 799.50 TOW 801.50 TOW MAO SUPPORT SIDE MOUNT TRASH RACK, SEE DETAR SHEET 13. (TYP. OF 6) TOS 793.00 T� 0 WBX18 GALV. STEEL BEAM /so12•,TYP. �4�x�� /6• THICK NOTE NRACK ORCLARIT A A NSHOW FOR . NOT PIPE CRIME 0 "" OI STAGGER 6' O.C. SEE �. TIDEFLEX DUAL ON SHEET Ia p. CHECIONATE RNSIDE •1 F PIPE AND BOLT C N GE r eEAM POCKET3� Tos TOW 797.00 X� TOW 797.00 /5012•,TYP. TOW 795.25 TOW 795.25 TOW 799.50 m, 801.60 TOW 799.50 36'6 SDR 28 PYC PIPE, TP. C LB p PLAIN I ni.. c•\uen\tlnn__1"S99\t382\n91\Orewfnae\GAO\Civil 3d\Sheet.Pinn\1382091—STANOARO DETAILS.dwn Time: Jul 21. 2023 — 10:16am ED NOTES! I ALL RAILS & POSTS SHALL BE GALVANIZED STEEL. AL ACCESSORIES SHALL BE GALVANIZED STElL 2 All. RAIL SYSTEMS SHALL MEET OSHA PERFORMANCE STANDARDS FOR PUBLIC AND INDUSTRIAL APPLICATIONS AND WISCONSIN BUILDING CODE GALVANIZED STEEL RAILING NO SCALE 1/27X4 1/2' DAL BASE FLANGE W/ DIA. W. RETNFORONG INSERT AS REQUIRED N RAILING TOP MOUNTING NO SCALE GAILY. L5.54 a 0 STAFF GAUGE, FASTEN TO W/ NUTS/AND WASHERS BM. STAFF GAUGE SUPPORT NO SCALE TRASH RACK IRS RENF. WSX18 TRASH RACK SUPPORT BEAM GROUT AREA BEARING PAD F LOLLW #5012•,TW. APPROMLATE FINISHED CRME TIDEFLEN (OR EQUAL) CHECK VALVE dPLACED) BETWEEN T"P. 15.11 CONCRETE FILL SECTION SECTION C—C k ONCRETE STRENGTH: f e - 4.000 PSI EINFORCEMENF: ty - 60.000 PSI TEEL BEAM SHALL CONFORM TO ASTM A992-50, TEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. TEEL ANGLES AND BARS SHALL CONFORM TO ASTM A36. OLTS AND NUTS SHALL CONFORM M ASTM A307 GRADE AND GALVANIZED IN ACCORDANCE WITH ASTM A153. WING SHALL CONFORM TO AWS D1.1. WELDING SHALL E DONE BY THE SHIELDED ARC PROCESS USING E7OXX LECTRODES. LL ITEMS, EXCEPT PIPE. SHALL BE HOT —DIPPED ALVANIZED IN ACCORDANCE WITH ASTM SPECIFICATION d23 AND A153. PIPE SHALL BE HOT -DIPPED GALVANIZED N ACCORDANCE WITH ASTM A53. XPANSION BOLTS SHALL BE POWER -STUD+ SD2 BY OWERS FASTENING SYSTEMS. STRONG -BOLT BY SIMPSON ITRONG-TIE ANCHOR SYSTEMS, OR APPROVED EQUAL 10.PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS PER DETAIL ON SHEET 14. NOTES,, (g�R CON$T. JONRS OR AT 1. WOE REINF. MAX. OF 2' TO OFM OPENING, OWNER oeslRucnaNs) CUT REMAINING BAR THROUGH OPENING. WHERE RELNF. A' REINF. MUST BE Mr, ADD RIONFF, A' AT LEAST EQUAL W AREA TO THAT WHICH WAS OUT AND EXTEND BEYOND OPENING DISTANCE Y. JOB NO. 2. DIACONAL BARS '8' TO BE RACED: 1382.091 .( A AT IL OF WALL WHERE ONE LAYER OF PROJECT MGR. RENR •W REINF. IS PROVIDED. B. AT EACH FACE OF WALL WHERE TWO MAY LAYERS OF REINF. ARE PROVIDED. C. AT TOP h BOTTOM OF ALL. SLABS. 3. UNLESS OTHERWISE NOTED, 812E OF REINF. 'B' CUT. BE THE SIZE OF THE LARGEST REINF. M CUT. _ _ I B. r ; 4. Y- CLASS 8LAP 5. THIS DETAIL IS TO BE USED WHEN NO OTHER - DETAIL IS SPECIFIED. & MINIMUM REINF. A' k 'B• MOUND ANY AND STRAND ALL OPENINGS S14VA. BE #4. ASSOCIATES® REINFORCEMENT AT CONCRETE OPENINGS SHEET NO SCALE 5 * DIMENSION MEASURED �„ ALONG SLOPE OF TOP 3/4"0 STEEL ROD, WELD TO PIPE FRAME AND TRANSVERSE STEEL PIPES, TYP. PIPE FRAME, TYP. TOP MOUNT TRASH RACK DETAIL NOT TO SGALE )NG STEEL ANGLE W/ 1/2"0 EXP. ANCHOR, TYP., WELD TO STEEL PIPE FRAME 2 PIECE SPLIT HINGE, SEE DETAIL THIS SHEET LATCH SNAP RING 3/8" 0 EXP. ANCHORS 6" X 1' X 1/4" 6" X 1" X 1/4" PLATE 1/2 OF 2"0 STEEL PLATE PIPE (SCHEDULE 40) TEEL A WELD PIPE T0� ANGLES PIPE FRAME TWO (2) 1 1/2" X 1 1/4" ANGLEMY)��j WITH TWO 7/16"0 3/16 ( STEEL PIPE FRAME HOLESSEACH .04 I 3/8" X 4" X 5" 3/8"T STEEL PLATE WITH SIDE VIEW /4" to FOUR (4) 7/16"0 o o S1 7 INSTALLATION: CONNECT PIPE PIECE TO 1 1/4" X 1" X I I 3" X 2" X 1/4" X STEEL PLATE OVER SIDE 1/4" PLATE W I 3" LONG STEEL o o FRAMING MEMBER OF GRATE 3/8"0 HOLE FOR SNAP RING "1 L•- A ANGLE W/ 1 1/4" X 1/2" SLOT. WELD TO I �1/4 TO FORM HINGE. MOUNT HINGE TO THE SIDE WALL AT STEEL PIPE FRAME 5" LOCATIONS SHOWN USING 3" X 2" X 1/4" TOP VIEW FOUR (4) 3/8"0 X 5" STEEL ANGLE MACHINE BOLTS WITH ACKERMAN JOHNSON INSERTS SECTION A -A ELEVATION TRASH RACK LATCH NOT TO SCALE TWO PIECE SPLIT HINGE DETAIL NOT TO SCALE 1 1/2"0 SCH. 3/4"0 STEEL ROD, TYP., 40 STEEL PIPE WELD TO PIPE FRAME AND FRAME HORIZONTAL STEEL PIPES 1 1/2 SCH. 40 STEEL PIPE, TYP., WELD TO PIPE FRAME AND 3/4"0 4'-6" STEEL RODS (TYP) I Z z N C 6 I o Z `t I z in w a 0 v G z (OPENING) (OPENING) (TYP) F SIDE MOUNT TRASH RACK DETAIL c NOT TO SCALE NOTES. V O 1. CONCRETE STRENGTH: f'c = 4,000 PSI v z 2. REINFORCEMENT: fy = 60,000 PSI = Z 3. STEEL BEAM SHALL CONFORM TO ASTM A992-50. a Q Z O a+ I- 4. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. Z H _ 0 3 5. STEEL ANGLES AND BARS SHALL CONFORM TO ASTM A36. W h 6. BOLTS AND NUTS SHALL CONFORM TO ASTM A307 GRADE _ W z A AND GALVANIZED IN ACCORDANCE WITH ASTM A153. 1 C u 7. WELDING SHALL CONFORM TO AWS D1.1. WELDING SHALL 0 BE DONE BY THE SHIELDED ARC PROCESS USING E70XX 19 v ELECTRODES. w m 8. ALL ITEMS, EXCEPT PIPE, SHALL BE HOT -DIPPED H J H W Z GALVANIZED IN ACCORDANCE WITH ASTM SPECIFICATION 3 AND A153. PIPE SHALL BE HOT -DIPPED GALVANIZED 1 1 2" 1 1/2" IN ACCORDANCE WITH ASTM A53. aA123 F. ; 9. EXPANSION BOLTS SHALL BE POWER -STUD+ SD2 BY Z w POWERS FASTENING SYSTEMS, STRONG -BOLT BY SIMPSON V 19 STRONG -TIE ANCHOR SYSTEMS, OR APPROVED EQUAL. F" 19 1/2 OF 2"0 SCH. 40 w PIPE, WELD TO BEAM J TOP FLANGE i H W8X18 O 3/16 D JOB NO. 1382.091 4"X1'-0"X3/8" THICK PROJECT MGR. 1 1 2" 9" 1 1 2" BEARING PLATE, ANCHOR MAY 1'-0" TO TOP OF WALL WITH 2-1/2"0 GALV. EXP. BOLTS EACH END '19. TRASH RACK SUPPORT BEAM DETAIL — NOT TO SCALE STRAND ASSOCIATES® m.• 1382091-5lANDMO 2023 - 10:17am 6 lil 6' a 0 6" N 0 O "CHAMFER (TYP.) 5 F3" v 250' TYP. 3' /cf� BOX CULVERT INTERNAL 3' LONG, 6" WIDE, 3" TALL CURBS (OR APPROVED EQUAL) z CURB WITHIN BOX (OR ALTERNATE SIDES AT 250' APPROVED EQUAL) TIED T BAR D ADHESIVE ANCHORED SPACING 3" TIED TO ANCHOR DOWEL. EMBED 4" Z O F v BOX CULVERT INTERNAL CURB SECTION H F BOX CULVERT INTERNAL CURB DETAIL NO SCALE Z NO SCALE Z t0! H W z co m z z 20 P x vi F J W C a W Y x _ 0 z Z o O O CN Ov J Z 0 c m z z W z Q J �w it W &}" AD ESIVE ANCHORS /6" LEG W 1-NO. 4 BAR m v 2„ 6„ 2„ W rl r I r 1.5" CLEAR _ 3 C--- ---- ----� 1" CLEAR 4" JOB NO. 1382.091 6" 12" 12" 6" PROJECT MGR. MAY BOX CULVERT INTERNAL CURB LAYOUT gAk NO SCALE BOX CULVERT INTERNAL CURB PROFILE ml NO SCALE STRAND ASSOCIATES° SHEET 7 Pl- S-\UA11\1300--1399\1302\091\Dmwtnus\CAD\Civil 3d\Shn t.Pfa \1392091—STANDARD DFTAILS.dwa Ti— Jul 21. 2023 — 10:17- A GALVANIZED STEEL GRATING 3' 10" /2" 5 3/4" 2' 10- 5 3/4" 5 3/4" I p 0 A P P lil Q 806.00 A C 6' 8" P g B P P A P A P N Z O A P ° K o. 36" RCP STORM SEWER 803,00 0 A P 12" RCP STORM SEWER P 36" RCP STORM SEWER ° . A A n = 12" RCP STORM SEWER P A . 5 3/4" A P z 8„ I 8„ 81, 2' 6„ tit 8„ 5, 4„ I F A z z 0 SECTION A -A Z PLAN VIEW Q J a z A:1 m Q f0 N z 00 GALVANIZED STEEL GRATING GALVANIZED STEEL GRATING W C O G 1- 11 N_ Z J H 0 y� � p ° 811.25 36" RCP STORM SEWER BI h. F N 1- 0 a ° _ 4:1 v 0 9 ° y0 F 0 J 'w m W ° d = W j J y z W 810.25 J 0 V Y ° ° W 111 0: V%1/4"X8" BENT BAR 0 19 OR 3/8" DIA. BY 6" HEADED W ANCHOR STUDS WELDED ° 806.0 TO ANGLE AT 18" O.C. a a V! GRATING AND GRATING SUPPORTS: 803.0 ° 1. MATERIALS: GALVANIZED STEEL OR STAINLESS STEEL AS GALV L2X2X1/4 0 NOTED. a 2. BEARING BARS: 1-3/4 INCH DEEP BARS AT 1-3/16 ON 12" RCP STORM SEWER ° JOB NO. CENTER WITH CROSS BARS AT 4-INCH. ° 19az.o91 3. MANUFACTURERS: TYPE 19-W-4 BY OHIO GRATING, TYPE *SEE SHEET 15 FOR ADDITIONAL PROJECT MGR. KW-19-4 BY KLEMP GRATING OR APPROVED EQUAL. OUTLET STRUCTURE DETAILS 4. GRATING PANEL WIDTH SHALL BE A MINIMUM OF 15-INCH ° MAY AND A MAXIMUM OF 48-INCH. 5. ANCHOR GRATING TO SUPPORT ANGLES WITH MINIMUM OF FOUR (4)1/4-INCH DIAMETER BOLTS PER GRATING a, PANEL. 6 . ° a 6„ STRAND ° —t- ASSOCIATES° 8„ (� 2' 6„ �f I_ _I 8" SHEET GRATING SUPPORT DETAIL g SECTION B-B Ric SAVAD\1300--1399\1382\097\D..inm\tJLLl—il „me. w, < NORMAL WATER LEVEL EL. 806.00 Y EL. 805.0 — FLAT � ,Z 1 EL. 801.0 35 LF - 12" STO. @ 0.00% COMPACTED 2-FT THICK COMPACTED CLAY EMBAI CLAY FROM SITE VARIES NON ERODIBLE BACKFILL (4000 PSI GROUT, CONCRETE, OR APPROVED EQUAL) TERMINATE ENDS ON ALL SIDES PER MANUFACTURERS EXISTING GROUND AT RECOMMENDATION (TYP.) STREAM BANK FINISHED GROUND NON ERODIBLE BACKFILL - (4000 PSI GROUT, CONCRETE, OR APPROVED EQUAL) 20' RIM = 810.25 ARTICULATED CONCRETE BLOCK MAT (TYP.) — EL. 803.5-803.1 GALV STEEL GRATING 12.5-FT BERM COMPACTED — RIM = 811.25 CLAY EMBANKMENT CONSTRUCT 1-FT WIDE COMPACTED STORM SEWER TURF REINFORCEMENT CLAY COLLAR MIN. THICKNESS OUTLET STRUCTURE MAT SYSTEM OF 12-INCHES (TYP.), INCIDENTAL FLAT EL. 805.0 TO PIPE INSTALLATION COST h� 0 = 806.0 111 LF — 36" STO. @ 6.34% n IF = 803.0 CLARK-HILL OVERFLOW SPILLWAY CROSS-SECTION DETAIL NO SCALE la SAFETY SHELF ' RURAL II INLET SPILLWAY CROSS-SECTION DETAIL NO SCALE 200' ARTICULATED CONCRETE BLOCK MAT (TYP.) EL. 807.0 EL. 807.0 WEST WEIR / EAST WEIR EL. 803.5 0.2% ► EL. 803.1 TURF REINFORCEMENT MAT SYSTEM DETAIL NO SCALE NORMAL WATER LEVEL EL. 798.0 EL. 797.0 = 799.0 CONTROL MAT CLASS II TYPE B ED TOPSOIL, NATIVE SEEDING, SIDE SLOPE MIX vIAT CLASS III TYPE A :ED TOPSOIL ` NATIVE CLAY NON ERODIBLE BACKFILL (4000 PSI GROUT, CONCRETE, —ARTICULATED CONCRETE BLOCK MAT OR APPROVED EQUAL) 0 0 0 0 0 0 o GEOGRID 6" DRAINAGE LAYER TOPSOIL 0 0 0 0 0 0 0 � /jXyj GEOTEXILE FABRIC SUBGRADE ARTICULATED CONCRETE BLOCK MAT DETAIL NO SCALE ` FINISHED GROUND NON ERODIBLE BACKFILL (4000 PSI GROUT, CONCRETE, OR APPROVED EQUAL) to z 0 N W w 1382.091 z V! z V x La O 3 x o z o u O w m W z z r. ' PROJECT MGR. I MAY 69AM&I STRAND ASSOCIATES® TERMINATE ENDS ON ALL SIDES PER MANUFACTURERS RECOMMENDATION (TYP.) I.A 1382091—STANDARD DETAILS.d— Time: Jul 21. 2023 — RURAL II WEIR CROSS-SECTION DETAIL NO SCALE SHEET 9 * SDD 1561-a Fence Woven Wire NOTE: PULL OR STRETCHER POST ASSEMBLIES SHALL BE BRACER PLACED MIDWAY BETWEEN END POSTS AND CORNER POSTS POST WHERE A RUN OF FENCE EXCEEDS 660'BUT IS LESS THAN 1.320'. FOR RUNS OF FENCE IN EXCESS OF 1,320' MAXIMUM SPACING OF PULL OR STRETCHER POST ASSEMBLIES SHALL BE 660's C-C. 9' 6"t PIPE, CHANNEL, STEEL TUBING OR ANGLE BRACE (SEE STANDARD SPECS.) ATTACHED TO POSTS AT BOTH ENDS WITH V2' LAG SCREWS. ROUND WOOD PULL POST MIN, 6" DIA. X 8' - 0" to,- 0"* ROUND WOOD BRACER POST MIN. 6" DIA. X 8' - 0" ILLUSTRATION SHOWS POSITION OF STANDARD STEEL BRACE, DOUBLE STRAND GALVANIZED WIRE, AND THE POST TO BE EMBEDDED IN CONCRETE WHEN WIRE FENCE IS INSTALLED I FILL WITH EXISTING SOIL 6" DOUBLE STRAND FROM LEFT TO RIGHT. THE BRACES SHALL I I I':' NO.9 GAGE BE POSITIONED ON THE OPPOSITE DIAGONALS GALVANIZED WIRE. AND THE OPPOSITE POST SHALL BE EMBEDDED IN CONCRETE WHEN WIRE FENCE IS INSTALLED EMBED IN CLASS "A" UI CONCRETE I I:a TWISTEDT. STAPLED TO Li Li FROM RIGHT TO LEFT, EACH POST. LOW POINT Of TERRAIN WHERE VERTICAL ANGLE BRACER POSTS ASSEMBLY IS REOUIRED ROUND WOOD END, CORNER, BRACER OR VERTICAL ANGLE POSTS MIN. 6" DIA. X 8' - 0" PULL OR STRETCHER POSTS ASSEMBLY STANDARD WOVEN WIRE FENCE - TOP AND BOTTOM HORIZONTAL WIRES F NO, 9 GA. ALL OTHER HORIZONTAL WIRES AND ALL VERTICAL WIRES NO. It GA. 9' - 6" t BRACER POST ROUND WOOD LINE POSTS MIN. 4 Y2" DIA, X 7' - 0" - 16' - 0" C-C, 4'- 6„ ALTERNATE METHODS OF SECURING VERTICAL STAY WIRES TO HORIZONTAL WIRES - SECURELY WELDED OR TWISTED. 6 PIPE, .STEEL TUBING OR ) L(SEE 3' - 6" FILL WITH EXISTING SOIL 3' - 6"I I ANGLECBRACE STANDARD SPEC.'S) I'. ALL END OR CORNER POSTS ( I ATTACHED TO POSTS AT BOTH ENDS :'; '; TO BE EMBEDDED IN CLASS tJ WITH I/p" LAG SCREWS. A" CONCRETE. „Xv 1-- 6 NOTE: FENCE CORNERS - ABOVE ILLUSTRATION SHOWS ONE LEG OF FENCE CONSTRUCTION AT FENCE CORNER. THE CONTIGUOUS LEG TO BE IDENTICAL CONSTRUCTION. END OR CORNER POSTS ASSEMBLY STANDARD END POST PANEL - INSTALLATION AT UNDERPASS IS SHOWN. �1 unl':�unrunrun�n i��:�. --------__ a '-=--COPOST P. RNER ALTERNATE FENCE DESIGN AT STRUCTURE VERTICAL ANGLE BRACER POSTS ASSEMBLY NO, 11 GA. GALVANIZED STEEL WIRE CONNECTOR OR NO. 10 GA. COPPER WIRE CONNECTOR. ONE REOUIRED AT EACH GROUND ROD LOCATION. 15 1/2 GAGE MINIMUM, TWO STRAND BARBED WIRE. THE STRAND BREAKING STRENGTH SHALL BE AT LEAST 950 POUNDS. ZINC COATING SHALL NOT BE LESS THAN 0.80 OUNCE PER �S'XTURNS REOUIRED SOUARE FOOT OF UNCOATED SURFACE. TAT EACH TIE POINT 2�U I GROUND ROD & SPACING SHALL CONFORM TO STANDARD SPECIFICATIONS 616.3.3 LINE FENCE CONSTRUCTION GENERAL ROADSIDE VIEW OF WOVEN WIRE FENCE WOVEN WIRE FENCE & BARBED WIRE SAME AS GENERAL LINE FENCE NOTE: STRUCTURE APPROACH SECTION - ALL ROUND WOOD POSTS 6" MIN. DIA. X 8'- 0" FENCE DESIGN AT STRUCTURE APPROACH STRUCTURE GENERAL NOTES "X4" = DIAMETER OF THE POST PLUS 12" FENCE STAPLES SHOULD NEVER BE DRIVEN VER- TICALLY INTO WOOD POSTS WITH BOTH LEGS z PARALLEL WITH THE WOOD GRAIN). DOING SO 3 CAN SEPARATE THE GRAIN AND SIGNIFICANTLY REDUCE THE HOLDING POWER. ROTATING THE w STAPLES SLIGHTLY OFF VERTICAL STRADDLES THE GRAIN AND PROVIDES MORE RESISTANCE TO PULL-OUT. DO NOT STAPLE WIRE TIGHT TO THE LINE POSTS. ALLOW MOVEMENT OF WIRE FOR EX- PANSION AND CONTRACTION. STAPLE AR- RANGEMENT SHALL BE THE SAME FOR ALL OTHER POSTS EXCEPT THAT THEY SHALL BE DRIVEN TIGHT TO POSTS. ALL STAPLES SHALL BE 2" X 9 GAGE AND SHALL BE MAN- UFACTURED FROM GALVANIZED WIRE OR HOT DIP GALVANIZED AFTER FORMING. STAPLES SHALL HAVE SLASH -CUT POINTS. FENCE SHALL BE LOCATED T-O"INSIDE THE RIGHT OF WAY LINE UNLESS OTHERWISE INDICATED ON THE PLANS, NOTE: FIVE STRAND HIGH TENSILE FENCING SHALL USE THE SAME POST TYPE AND SPACING. WIRE SHALL BE 12.5 GAUGE HIGH -TENSILE, CLASS 3, GALVANIZED, MINIMUM 200,000 PSI BREAKING STRENGTH. TENSION SHALL BE 250-300 POUNDS EACH WIRE. TENSION WITH IN -LINE STRAINERS. INSTALL A TENSION INDICATOR SPRING ON AT LEAST ONE WIRE TO GAUGE WIRE TENSION. STABLE WIRES TO POSTS WITH 1.75-INCH 9 GAUGE GALVANIZED STAPLES WITH SLASH CUT POINTS. DO NOT DRIVE STAPLES TIGHT IN LINE POSTS. ANGLE STAPES TO PREVENT POST SPLITS. DRIVE INTO POST AT DOWNWARD ANGLE ON KNOLLS AND AT AN UPWARD ANGLE AT DEPRESSIONS. u 1382.091 PROJECT MIGR. R MAY f m . FENCE WOVEN WIRE LO _ STATE OF WISCONSIN STRAND® DEPARTMENT OF TRANSPORTATION 0 ASSOCIATES SHEET 10 Fln 1300--1399\1382\091\Drawings\CAD\Civil 3d\Sh..tsPla \1382091—STANDARD DETAILS.d.. Ti— Jul 21. 2023 — 10:17— * SDD 15b1-b Fence Woven Wire Ctl NOTE: TREE IN NORMAL FENCE LINE SPECIFICALLY ORDERED BY ENGINEER TO REMAIN IN PLACE. 2" X 6" DOUGLAS FIR OR SO. YELLOW PINE PLACED BETWEEN TREE AND WOVEN WIRE FENCE. WOVEN WIRE FENCE AND BARBED WIRE TO BE STAPLED TO 2" X 6" LIKE AS TO LINE POST. 2" X 6" NOT FASTENED TO TREE. R/W LINE ROADSIDE ELEVATION (LOOKING TOWARDS ROADWAY) —I — 3' v 3' TREE —/ PLAN VIEW FENCE DESIGN AT TREES REMAINING IN NORMAL FENCE LINE LINE POST LINE POST GROUND LINE EXTRA LONG POST WHERE NECESSARY FENCE CONSTRUCTION OVER STREAM COURSES OF 15 FT. OR LESS IN WIDTH CORNER POST ASSEMBLY LINE POST (DO NOT LEAN) R/W LINE i 3'-0" � 5° TO 20° ANGLE OF CHANGE LINE POST (GO NOT LEAN) `R/W LINE 3'-0" A.0 Kit 21° TO 40° ANGLE OF CHANCE PLAN VIEW PLAN VIEW SINGLE POST CORNER DOUBLE POST CORNER RIGHT OF WAY LINE CHANGE 40° AND LESS TOP OF NOTE: SINGLE AND DOUBLE POSTS SHALL BE A MIN. 6" DIA. X 8'-0" SLOPE WITH A LEAN OF 4" TOWARD THE OUTSIDE OF THE CURVE. WHEN THE RIGHT OF WAY LINE CHANGE IS MORE THAN 40° USE THE CORNER OR STRETCHER POSTS ASSEMBLY. 4' MIN. NOTE: PLACE A MINIMUM OF 4 STRANDS OF BARBED WIRE, 6" MAXIMUM CENTERS IN FAN SHAPE CONNECTED TO AN EYE BOLT ON WINGWALL OR SET A LONE POST WHEN H NECESSARY TO CONNECT BARBED WIRE. TOP OF SLOPE i— WINGWALL TOE OF SLOPE R/W � - CORNER POST FENCE INSTALLATION TO WINGWALLS NOTE: p NOT LESS THAN 45° WATER COURSE FENCE REATER THAN 15' _ LINE FENCE LINE STAPLES SLOPE[ II R/WLINE DOWNWARD FOR SUSTAINED GRAD ,AND OVER KNOLL CORNER POST PMAJOR — — — — — —ASSEMBLY \ _ END POST I STAPLES LEVEL ASSEMBLY o CROSS ROAD FOR LEVEL HIGHWAY ZTOE OF SLOPE GROUND, NOTE: THIS DETAIL IS INTENDED ONLY NOTE: TOE OF SLOPE — — — END POST ASSEMBLY SLOPE UPWi TO ILLUSTRATE TYPICAL SITUATIONS AND — � 3'- 0" —^ FENCE WHEN FENCE IS NOT INTENDED TO COVER SPECIFIC CASES. TENDS TO I REFER TO PROJECT PLANS FOR PARTICULAR REQUIREMENTS AT VARIOUS LOCATIONS. R/W LINE L 3'- 0" PLAN VIEW PLAN VIEW MAJOR HIGHWAY OVERPASS OR STREAM COURSE MAJOR HIGHWAY UNDERPASS CROSSING OF GREATER THAN 15 FT. IN WIDTH FENCE LOCATION AT STRUCTURES NOTE: WHEN POSTS ARE DRIVEN THE SMALL END SHALL BE DOWN. END FARM ELEVATION SIDE ELEVATION FENCE MOUNTING DETAIL ROTATE AWAY FROM FLAT FACE. LINE POST JOB NO. 1382.091 PROJECT MOR. FENCE WOVEN WIRE Do MAY T STATE OF WISCONSIN m • DEPARTMENT OF TRANSPORTATION LO - APPROVED o STRAND 4/DATE08 ROADWAY/ TANOAR05• EVE OPMENi p ASSOCIATES FHWA ENGINEER SHEET 11 M*' - Gate Details 5 %2" %" X V SLOT FOR LOCK -Y4', R i'w 3/i6 Yi6 3 3 �'i" 3/e" X I I/z" FLAT BAR STEEL PLAN VIEW DETAIL A HINGE POST 3 %2" NOMINAL SIZE SCHEDULE 80 PIPE `v d nee C•\uen\ttnn--1390\13R2\091\0rawinas\CAD\Civil 3d\ShestsP1a \1382091—STANDARD DETAILS.d— Time: Jul 21. 2023 — 10:17— FRONT VIEW PIPE GATE 45° CUT O Y6 P DETAIL A OCKING POST %2' NOMINAL SIZE CHEDULE 80 PIPE N in %" X 3 %" FLAT BAR STEEL PLAN VIEW 45° CUT •�\m ,fie � -/w FRONT VIEW DETAIL C E. T z 0 F v F N z 0 v z a Z f0 N z 2 0 Q z N W I" W O ; C = N Z O z 00 0 _ F O z o �m � S W W z � z W FRONT VIEW 1382.091 DETAIL D PROJECT IVIGR. r MAY N r �. m PIPE GATE DETAILS L — STATE OF WISCONSIN o STRAND® DEPARTMENT OF TRANSPORTATION 0 ASSOCIATES f!) SHEET 12 ..* SDD 15612-b Pipe Gate Details HINGE POST STOPPING POST(S) ON ONE OR BOTH SIDES PADDLOCK _ / oj=c=ocoo oco oo=oc-..u✓i � / OPEN POSITION / KL /28" -1/2" PROOF COIL CHAIN ' ATTACHED TO EYE BOLT WITH STD. CONNECTING LINK OR COLD SHUT LINK "o, 6 L�NG-0 ptE �G \ \ ASYMMETRIC ABOUT CENTERLINE \ \ \ LOCKING POST 1/2" X 3" FLAT BAR STEEL ISOMETRIC VIEW SWING ARM BRACKET 2 REQUIRED ISOMETRIC VIEW PIPE GATE PARTIAL LAYOUT (ONE SIDE ONLY) %" X 3" FLAT BAR STEEL I" DIA. HOLE 11/2" R ISOMETRIC VIEW SPACING RING 4 REQUIRED HINGE POST I" O.D. 1" ROUND /2• I.D. MECHANICAL TUBING N ISOMETRIC VIEW SLEEVE 2 REOUIRED %" X 3" FLAT P' DIA. HOLE—' BAR STEEL ISOMETRIC VIEW POST BRACKET 4 REQUIRED 04111mimomm GENERAL NOTES ALL PIPE POSTS SHALL HAVE OPEN BOTTOMS. ALL OTHER EXPOSED ENDS SHALL BE CAPPED AND SEALED TO PREVENT WATER FROM ENTERING. ALL STEEL BRACKETS SHALL BE ASTM A36. 11/2"R. ALL UNITS SHALL BE SHOP FABRICATED. BOTH POSTS SHALL BE PLACED IN CONCRETE IN ACCORDANCE WITH THE DETAILED PLANS. ALL METAL SHALL BE CLEANED BY SANDBLASTING TO A SSPC-10. COMMERCIAL BLAST FINISH, ALL METAL SHALL BE PAINTED WITH A ZINC RICH PRIMER AND ONE COAT OF EPDXY FINISH PAINT. A SECOND FINISH COAT SHALL BE FIELD APPLIED AFTER INSTALLATION. GATE LOCK CAN BE MASTER KEYED AND SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: SHACKLE DIA. OF %". VERTICAL CLEARANCE OF 11/2", HORIZONTAL CLEARANCE OF I A2". HINGE BOLT THREADS SHALL BE PEINED OR SPOT WELDED IN PLACE TO PREVENT REMOVAL. HOLE IN HINGE BRACKETS SHALL BE LARGE ENOUGH SO THAT 1" OD PIPE COLLAR JUST SLIDES THROUGH OPENING. ALL BOLTS, WASHERS AND NUTS SHALL BE UNL ASTM A325. I 1/2"0 X 3'/4' BOLT WITH NUT AND WASHERS - GATE I\ I I I `• I 1 1/4" WEEP HOLES I I I I I � . <<\ <a \ I I �. - �'� A ` I \ ` TTOTBE CAPPED TOM AND OP OF PIPE ISOMETRIC VIEW HINGE ASSEMBLY (TABLE OF DIMENSIONS) SINGLE GATE CLEAR WIDTH HANG END OVERHANG DISTANCE BETWEEN POSTS OVERALL GATE LENGTH N 101-0" 3'-5 1/4• 10 -7 I/4" 9`9 Y4" 121-0" 5`5 1/4" 12`7 1/4' Il'-9 ye IF CLEAR WIDTH GREATER THAN 12'-0" THAN USE DUAL OPENING GATES. DUAL OPENING GATES CLEAR WIDTH END OVERHANG DISTANCE BETWEEN POSTS OVERALL GATE LENGTH 14'-0" 3 1/4' 1 14'-7" 7'-Y,4' 16'-0" V- 3 ''/4' 16'-7" 8'-Y/4" 18'-0" 2'- 3 114" 18'-7" 9'-Y4" DESIGN NOTE: GATE SIZE SHALL BE SPECIFIED AS THE CLEAR WIDTH OF OPENING. m z 0 V) a H J Q F W G Z 0 Z W Y. z R z O t� U) N o ; Y }' x F V) z O IL 0 }o 0 F 0 t1 m w z z 1382.091 PROJECT MGR. r MAY PIPE GATE DETAILS I N m • STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION �n - T STRAND APPROVED A (/S/ Rory L. RhIneSMIth ASSOCIATES® DATE CHIEF METHODS DEVELOPMENT ENGINEER p FHwA (� SHEET 13 SA MAD\1300--1399\1382\091\Drawings\CAD\Civil 3d\She tsP1..\1382091—STANDARD DFrAILS.d— Time: Jul 21. 2023 — 10:17— C.1 SDD 8C8 Inlets Median 1 and 2 Grate 3'-!0" 5Y4' 2'-101/2" 574" S�q 5Y4" r^ 2' 10'/4" 2'-101/4" 5-YC 5Y4" 19 A 1.._. A N) O o °24 DITCH N •4. ( N 1 <V 'D A W4" 21DOD u, PLAN VIEW 4" OVERHANGING BASE ON REINFORCED CAST -IN -PLACE CONCRETE INLETS GRATE ELEVATION 3.5" SHOWN ON PLANS 21/4' 2'/4"- -j I 2" CL. SEE DETAIL p �a p 4 PIPE '4p MORTAR �4 DEPTH AS SHOWN ° CONCRETE D• o (MIN. SLOPE DEPTH AS SHOWN ON PLANS d 11N./FON PLANS 1 • DDY a,'d °' D ° •° D � PRECAST REINFORCED CONCRETE SECTION A -A GRATE ELEVATION SHOWN ON PLANS DIRECTION OF FLOW- SINGLE SLOPE I OPTION fTYP! 3.5.1 E DITCH LINE 21/4 6:10R 2/4' 10i15LOPE�•. Ki e•. NO SLOPE 4' dp 4 OPTION fTYP) 2" CL. 4 4 D• D •4' CONSTRUCTION '4t, . DISCHARGE JOINT e 4 PIPE 4 •D DEPTH AS SHOWN p.•. p , CONCRETE ON PLANS °• (MIN. SLOPE CONSTRUCTION •4 IIN./FT.) JOINT a D d • d d 2 D• I� 4" MIN. 4" MIN. REINFORCED CAST -IN -PLACE CONCRETE SECTION A -A INLETS MEDIAN 1 GRATE 6:1 OR I<< a°.J 1 SLOP DITCH DIKE NORMAL FLOW DITCH LINE PLAN VIEW GRATE ELEVATION SHOWN ON PLANS •°' ' .At' 2" CL. 11( •4 •. fB J CH rL DISCHARGE D' plpE MORTAR D CONCRETE D• c ' (MIN. SLOPE •4' 4' 1IN./FT.) /.; . 1. _j_ Op, .44D'4'p•'d' 'p•', 4• d 8" PRECAST REINFORCED CONCRETE SECTION B-B SLOPE TOWARD DIRECTION OF FLOW DIRECTION OF FLOW- GRATE ELEVATION SINGLE SLOPE SHOWN ON PLANS OPTION (TYP) 3.5" DITCH LINE-\ )I/.•_ >10 DEPTH AS SHOWN ON PLANS 111 4: 4D D. N4 a p' CONSTRUCTION '4' JOINT —� TWO SLOPE 2" CL. OPTION (TYP) ° d d DISCHARGE PIPE — 4 D p •D Op. •4• .q••p• 4'p•4''•°•• p•. 4• d•' I 4" MIN. 4" MIN. REINFORCED CAST -IN -PLACE CONCRETE SECTION B-B INLETS MEDIAN 2 GRATE GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE CONTRACTOR SHALL NOT ORDER AND DELIVER PRECAST INLET UNITS REQUIRED FOR THE PROJECT UNTIL A LIST OF SIZES IS FURNISHED BY THE ENGINEER. DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR INLETS WHICH MAY INCLUDE PRECAST REINFORCED CONCRETE INLETS, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EOUIVALENT CAPACITY AND STRENGTH, ALL MEDIAN INLETS ARE DESIGNATED ON THE PLANS AS "INLETS, IG-MS". ETC. THE FIRST NUMBER AND LETTER DESIGNATE THE TYPE OF STRUCTURE, AND THE FOLLOWING LETTERS DESIGNATE THE TYPE OF COVER TO BE USED TO COMPRISE THE COMPLETE UNIT. BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH.WHICH MEETS THE REOUIREMENTS OF FOUNDATION BACKFILL. THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE. ALL BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED. PRECAST REINFORCED RISERS SHALL HAVE A TONGUE AND GROOVE JOINT WITH TONGUE UP OR DOWN. ALL PRECAST INLET UNITS SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF ASTM C 913. MAXIMUM INSIDE PIPE DIAMETER DETERMINED BY 3" CLEARANCE ON EACH SIDE OF THE OUTSIDE WALL OF THE PIPE. SEE DETAIL "A". ASSUMES PIPE ENTERS PERPENDICULAR TO THE STRUCTURE. © FOR PRECAST INLETS PROVIDE REINFORCING STEEL IN ACCORDANCE TO ASTM C 913. Q CONTRACTOR TO PROVIDE DRAWING(S) STAMPED BY A PROFESSIONAL ENGINEER FOR STEEL REINFORCING DESIGN FOR CAST -IN -PLACE STRUCTURES. OUTSIDE PIPE WALL PIPE MATRIX MAXIMUM INSIDE PIPE DIAMETER INLET SIZE _ WIDTH (IN) I LENGTH (IN) 1 GRATE IB 18 2 GRATE IB 42 OUTSIDE PIPE WALL DETAIL "A" JOINTS TO BE SEALED WITH A BUTYL RUBBER SEAL PER •4. a 6%!OR SEALANT MANUFACTURERS e ` 10%( SLOpE RECOMMENDATIONS v _71i _ DITCH CONFORMING TO ASTM C 990 DIKE fTYP) n . L FLOW LINE N z 0 w z Z N z v M U) Y ; S O z O v 0 v m W z z CONCRETE DETAIL "B" (MIN. SLOPE i IN./FT.) CONSTRUCTION JOB NO. JOINT 1382.091 PROJECT MGR. INLETS MEDIAN 1 AND 2 GRATE MAY N .� STATE OF WISCONSIN V DEPARTMENT OF TRANSPORTATION 00 - APPROVED STRAND Sept.. 2016 /S/ Rodney TOyIOr 0 GATE ROADWAY STANDARDS DEVELOPMENT p ASSOCIATES® UNIT SUPERVISOR FHWA SHEET 14 3d\SheetsPlan\1382091—STANDARD DETAILS.dwa Time: Jul 21. 2023 — RURAL II INLET SPILLWAY Q RURAL II DETENTION BASIN APPROX. 1.3 MILLION CY CUT z 0 N w C CLARK-HILL OVERFLOW SPILLWAY 7 Q 0 48 IN STORM SEWER cn W U Q z a ' 4-FT X S-FT BOX CULVERT - rOMPASS WAY RFCnNSTRI ICTlnN nFfiOOO I F nFp 1382091—PROJECT OVERVIEW.dwa Time: Jul 21. 2023 — 10:19— W W O H t� W O ce 13 STA: 200+00.00 N:463583.1502 E: 767815.3282 1- Z LU 2 Z a .J Tin Q m Z'w Q o z O Z LU r- w POINT TABLE POINT NAME NORTHING EASTING ELEVATION DESCRIPTION BM#1 462223.04 770441.15 823.81 BM 108 HYD TOP NUT BM#2 462238.34 770551.56 824.88 BM 107 HYD TOP NUT BM#3 462640.07 770496.54 826.63 BM 105 HYD TOP NUT BM#4 463160.89 770499.78 811.92 BM 105 HYD TOP NUT BM#5 463563.89 770503.62 806.06 BM 104 HYD TOP NUT BM#6 464423.92 770511.62 802.60 BM 101 HYD TOP NUT BM#7 464811.36 770515.69 801.32 BM 101 HYD TOP NUT BM#8 465217.36 770519.30 799.87 BM 101 HYD TOP NUT BM#9 465588.87 770554.60 798.75 BM 100 MON CP#5 465594.13 770471.85 800.33 CP 5 BAR CP910 464661.24 770521.03 800.62 CP 10 BAR CP#15 463696.44 770462.63 803.24 CP 15 BAR CP#20 462652.47 770489.64 824.42 CP 20 BAR CP#25 462212.69 770419.97 821.18 CP 25 BAR SEC #503 460230.97 770471.80 836.19 SE CORNER SECTION SEC#502 462875.21 770471.51 818.04 EAST4'CORNER SEC#501 465548.58 770496.42 801.01 NE CORNER SECTION STA. 298+4010 „q N 4642092424 , 1 . 7695M5451; � STA: 218+97.03 " N 962894,1836 `' ' N:`463653.4981M � E: 769802.0915 E:782,1356 ": LLI. Z° o " S89°H'34'E Qz 0 LU °' STA 1p¢+9Q20 U. N � N 4628762120 cra. �h*14i ," o SEC #502 V NOE BM#2 CP#20 BM#4 BM#5 CLAIRVILLE ROAD ALIGNMENT 13M#6; CP#10 -; BM#3 B STA:100+50.00 N: 462434,9506 BP SiA:101+00.00 E:770471.5593 N:462484.9206 E: 770469.9688 6 T DETAILS.dwo Time: Jul 21. 2023 - 10:22am r. 133M9.94 - W 7362 �498.3650 y� i q3 _. i° z H J YJ G z W z C9 J a z O H t� N z O t1 z a D] z 0) z v m N O ; Y y" = I- O z D o U O m w z z JOB NO. I 1382.091 MAY �. STRAND ASSOCIATES® 16 olim MAD\ FlI>• c•\uen\1.3nn--1399\13A2\091\Orawinas\CAD\Civil 3d\Sheets Plan\1382091—SITE ACCESS P1AN.A— Time: Jul 21. 2023 — 10:23am DETOUR ROUTE ® WORKZONE i POST MOUNTED WARNING SIGN TYPE III BARRICADE WITH FLASHERS AND SIGN ALL SIGNS ARE 48" x 48" UNLESS OTHERWISE NOTED. TRAFFIC CONTROL NOTES 1. PROVIDE CLAIRVILLE ROAD DETOUR AT ALL TIMES WHEN CONSTRUCTION ACTIVITIES IMPACT CLAIRVILLE ROAD RIGHT-OF-WAY AND ROADWAY. DETOUR SIGNAGE SHALL BETAKEN DOWN OR COVERED UP AT ALL OTHER TIMES. 2. FOLLOW WISDOT DETOUR STANDARDS. 3. MAINTAIN TRUCK TRAFFIC TO THE SOUTHWEST INDUSTRIAL PARK AND CO-OP AT ALL TIMES. A NOR1H B SOIffH M}L M1ll,J E6•%12• 1 4 5 Ck 2 � 3 � ~ 1 nvs- v +sva 1 —i.nv u^uv' z2•uv" ss•xzzaxzv z— v^uv DETOUR ROAD DETOUR 2a-�^ 1000 FT �� 500 Ff R11-2 48" X 30" ROAD AFAFI CLOSED TYPE III BARRICADE TYPE III BARRICADE ROADCLOSED-LOCALTRAFFICONLYDETAIL SEE WISDOT SOD 15 C 24B DETAIL E MAINTAIN ACCESS TO LOCAL RESIDENCES BY OFF -SETTING SIGNS NOTE: CONTRACTOR SHALL BE REQUIRED TO PROVIDE VARIABLE MESSAGE BOARDS ONE WEEK PRIOR TO STARTING ANY CONSTRUCTION ON CLAIRVILLE ROAD. III BARRICADE w z 0 N 7 W K Z W i 10; IL 0pi 0 1 0 �. V W JI C) J L I J Ci 1382.091 r. I PROJECT MGR. I MAY 6 ; Aml STRAND ASSOCIATES® SHEET 18 c•� uem i �nn__1 —TRAFFIC CONTROL PLAN.A— TI— Jul 21. 2023 — 10:23— LEGEND DETOUR ROUTE ® WORKZONE POST MOUNTED WARNING SIGN TYPE III BARRICADE WITH FLASHERS AND SIGN ALL SIGNS ARE 48" x 4W UNLESS OTHERWISE NOTED. TRAFFIC CONTROL NOTES 1. PROVIDE CLAIRVILLE ROAD DETOUR AT ALL TIMES WHEN CONSTRUCTION ACTIVITIES IMPACT CLAIRVILLE ROAD RIGHT-OF-WAY AND ROADWAY. DETOUR SIGNAGE SHALL BETAKEN DOWN OR COVERED UP ATALL OTHER TIMES. 2. FOLLOW WISDOT DETOUR STANDARDS. 3. MAINTAIN TRUCK TRAFFIC TO THE SOUTHWEST INDUSTRIAL PARK AND COOP AT ALL TIMES. A NOR B B SOUtK O easr O wesr AO}i h 3 Ai}2 1 -9 21,x i4'x12° 2i'x32" 1 2 3 4 5 L_!J � ♦ T ill x231 hS1P I.'bl hbi I"il 21'%21" 23'x21' 23'x13" 2l'x21' 6 7 8 10 DETOUR C osED DETOUR 10D0 FT o ANEAD 500 FT Q a xiz » xin Rl1-2 48" X 30" ROAD A CLOSED TYPE III BARRICADE TYPE III BARRICADE 11 ROADCLOSED-LOCALTRAFFIC ONLY DETAIL SEE WISDOT SDO 15 C 248 DETAIL E MAINTAIN ACCESS TO LOCAL RESIDENCES BY OFFSETTING SIGNS RI.- S\MAD\13D0--1399\1382\O91\Dr in \CAO\Civil 3d\Sheet.PI n\1382091—TRAFFC CONTROL PLANA— TIm Jul 21. 2023 — 2:48om Ll k, —Q, I ulal j D ?7 Haft a 'N' SP r R E p;,.i-r"ST ; 3[ f,-P, �Imffll 00 "71/ 'RN 11� m F P ejip -5, F-11 144 . .. ... . . ..... FAM MIT ---Ruff. W NiF Ni T.� 0 AREA MAP WAR.' 'Pq NO SCALE v E a n' m; gms: ENTIT"iP "ME RID -:' TM Yin IM > . . . . . . . . . . . . . ! s € j I T---' r �'r-�-• CO i;ti K _ITf LEGEND L I U*1 P4, LEL -2-\ Etlha- TRUCK ROUTES I IL F-T L . ......... . . ....... ........ AVE z 0 Ll 5 ilT B-Re Im .r— T- _— i ! ` —a__._. . .................... . . .. .... ... . U) . . . ....... . ......... . z J i 0 NOTE: CONTRACTORS SHALL USE z DESIGNATED TRUCK z ROUTES FOR ALL SITE z z IL A(;c 0 . . ...... ESS AND DELIVERIES 2 z U w I- E PPLE 0 Z lit On �4 0- ou -1 .. ........ - 0 cd PROJECT lu z —4F z IL A � 7�—f \% LOCATION C-14 t w Tf If I w T -Nj FF C RD- J� - - ---- ---- --------- j ii , T 3 �1_-._.1— --r-d�j— ,� LLI -- - ------- --- Tu H' . . ... .. . . . ....... ---- -- . . . ...... ... z// — - !---- -- -- I ' b J 7r,/,/ . ......... J, �% { ?--- L r;-a _,_-I'i [ / t E._T -- r -1, "AT fit` II . .. ... ..... . ....... --------- --- ,.% i .--t �€ i .T 1 ( 3 _-..-. - ------- - -- �T— — — ------- — - ! '(; A � _�_ E— t�€- �lI_ - � T=-- JOB NO. 1382.091 7 — — — — --------- - ----�Ti — 1 �J �.'y-.`� PROJECT MGR. MAY T -T FIT= . Ir ME] 41 19 LIT, . .... . . . ..... — ------ - -- 0 AIL STRA N ASSOCIATESNDO . . . . . ............ .1-3 . ... ....... SHEET . ........... X7 Fa: S.-\kAAD\1300--1399\1382\091\0-W,..s\CAD\CMI 3d\Sh..1eP1.A 1382091 -TRUCK ROUTE PLANA- Time: Jul 21. 2023 - 10:24.. 0 20'DOUBLE LEAF PIPE GATE 25-FT OF FIVE STRAND HIGH TENSILE FENCE WITHIN FLOODWAY - ATC TOWERS 0114 00-FT OF FIVE STRAND HIGH K_""f RADL.6FF A . ..... TENSILE FENCE ACROSS Klt,,l IM RADLOFF EMERGENCY SPILLWAY 2-:�2 jAt-,,lm_S ROAD W20-1�1Q2 Z73 7, 20'DOUBLE LEAF GATE KEVIN VV RAN-' f F )162 IWMIES RD,�,,D LEGEND: ATC TOWERS WOVEN WIRE FENCE HIGH TENSILE FENCE Fit,- S-\MAD\1300--1399\1382\091\Dr,win,.\CAD\Civit 3d\ Sh..t.Pl-\ 1382091 —FENCING PLAN.dw. Ti— Jul 21. 2023 — 2:32— Ali 3: JOB NO. 1382.091 PROJECT MGR. MAY 69imil STRAND ASSOCIATES® SHEET 21 T rle• 3d\Sheets Plan\1382091—RURAL It BASIN GRADING PLAN.dwo Time: A.. 01. 2023 — 11:12— h 804; — 802 00 F � /V � t i; Lu 1 i { O: MEDIUM RIPRAP WITH FILTER FABRIC IN CHANNEL 13'X13' OUTLET CONTROL STRUCTURE DELINEATED WETLAND (TYP) E €€€ r 4 cl ^y '1i 3 tI fi b x l� p A\ a L O z 1382.091 z N z O N N O 3 O z On 0 v m W z z ' PROJECT MOR. ' MAY 6: 1 &=I STRAND ASSOCIATES® 24 T �1. 13DG--1 1382091—RURAL II BASIN GRADING PIAN.dxa Time: A.. 01. 2023 — 11:12am m„� c�unmt %,LAIKVILLC RVAU 1 i 870 865 860 855 850 845 840 835 830 825 820 815 810 805 i �f 806—' 25+00 i 0 809 810'� �811-- 2M O(U 865 860 855 850 845 840 835 830 825 820 815 810 805 5 FT -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 100 FT 11382091—FILL Sl1E GRADING PLANA— Time: A.. 01. 2023 — 10:38am w Q 0 uj i F yQI J d I A0I J Z =Di V I 1382.091 Z in z u S N N x N Z 0 U. 0 0 � m W z z 3 ' PROJECT MAY I MAY 691iml STRAND ASSOCIATES® SHEET 25 EMERGENCY OVERFLOW ELEV. 813.00 z .� Z C 0 z H 3?' `t x F W 0So d Z d N Y G Z 0 f ( J LL. 0 u 00 7 1 Z w W 0 fr - JOB NO. �€ r 1382.091 li PROJECT MGR. 2 1� MAY E �9 STRAND ASSOCIATES° A A' �€ ! i SHEET 26 e r {� x� �A 100' WIDE ACCESS}' i I'tj; �# � i '�✓' I i DELINEATED WETLAND (TYP.) r CONTRACTOR MAY MODIFY GRADING THEIR EXPENSE i 1 IN THIS AREA TO FACILITATE HAULING.. RESTORE DISTURBED AREAS WITH COVER CROP AS SPECIFIED. l .s f p 1 } ! \ EVIL Yt {{ t POWER POLE PROTECT PO I � f :) s 1 1 1t1'f ).... 3pi..la9 , SILT FENCE (TYP.) STRIPPED TOPSOIL FROM STOCKPILE SITE f SHALL BE PLACED ON EXISTING TOPSOIL PILE _ -- NOTE: 1. ONLY CLAYS REVIEWED BY CITY REPRESENTATIVE MAY BE PLACED AT THIS STOCKPILE SITE. 2. ACCESS TO THIS STOCKPILE SITE SHALL ONLY OCCUR FROM CLAIRVILLE ROAD STA. 111+67-112+67. ( ACCESS VIA COMPASS WAY SHALL NOT BE ALLOWED. FURNISH AND INSTALL ANNUAL COVER CROP PER CITY OF OSHKOSH STANDARD SPECIFICATION SECTION 2600.3,6 G - — Z ®_ _ VIP 3 x t. i - } _ = MI JOB NO. 1 c .� r 3 - s . _ = 1382.091 ;x � r S 3'- s F_ * _ PRO GR. --, PROJECT M }} MAY " " f � w � i II 3` 3S '� •Yf'��-T,- -1- � s F -� _ } / f" 1 t — '� ma's- - �w �. --- STRAND ASSOCIATES® -- ors f 7 r F # -t' z' ` _j SHEET C.I.• C•\L1df1\1S(M_—tiQQ\1 CAD\Civil 3d\ShedtsPlan\1382091—FILL SITE GRADING PIANA— Time: Jul 21. 2023 — 2:41om LEGEND ® MEDIUM RIPRAP WITH FILTER FABRIC `> ARTICULATED CONCRETE BLOCK MAT t .3 e— SILT FENCE _ Y © INLET PROTECTION o o TURF REINFORCEMENT MAT 0 o SYSTEM DITCH CHECK ROCK DAM ® CLASS TYPE B EROSION L MAT WITH TURF GRASS CONTROL <'. ®CLASS II, TYPE B EROSION CONTROL — MAT WITH NO -MOW FESCUE y �� ��, � .. ' J ., w � � al ' a y tvpt,} q ��ir , t F '\` `` 1� ✓ � /� y.- 'I s 'Cf ,.^ vy TEMPORARY ROCK DAM AROUND PROPOSED OUTLET r j� STRUCTURE. AFTER VEGETATION IS ESTABLISHED SPREAD ROCK AROUND OUTLET CONTROL STRUCTURE TO PROVIDE STABLE ACCESS TO f` �- o ,-,a, ff, OUTSIDE OF STRUCTURE BELOW ELEVATION 793.00 ( 3 FEMA FLOODPLAIN - � � � -� � .- � _ --., �� � ,, t - .y-' ,..Y mot. ,..5 ,", w 'T � f^ �, r .� r. ...._, ` � ,,,_�"'4 t, �t�✓.-- r� - r s�iry aee�s_R0afl f j' j � p;� f,{ z€ t 1' ✓�' � z�' � � � �_ ._ r Iv' s � r,. 1 J' � v � f � � ,f' ✓�r`z/ '/ ff � f F �� .,-.. ..,... ., zv- �,-, ,.f +,-. � i=". ' a7 �` .- .._ .a �-}`ii{. r i : ..;� `�} � i, � w t-,.„ ..Fo` ! i ; r' V y ✓`- " i f { ✓r w'`s �.;` f" ' 1 it ' - ,s ar' q -�`-a 3 s vim, ✓`._-., ., � ;. � „,;;, ,�-, -.,, �, y.-a .._/���.__ �.,,s < ,,v„ i . Y ARTICULATED CONCRETE BLOCK MAT ..,�.v`` �'i�t' I - 4,•' f `" ' � ns: � �'. .%i y ,•� � � •r f � "` s. \-. �V .� `\.. s, �� r", .£°' w W 1 .v �� `v .•i. w �i L n yr . .s _,_........ � - ,..✓�' `�""\...,z ....,� { �Cl_r r ,.,.`"`,, f t i � is $") r ( �'<� F; �, � ° '� \ l - � ..,..,,,�L \ � L s � 1 i rt � t' t �� `^,. "". , h � } { " } /�'re,� t i 4 of " -is •2+ �� � ) b . � \"..,,"- f l'- ;Al ✓ \ � C'� s� J `�..,`='� �?� ��'=.., q '�� � j �... -' ,�F� I'�- "t•I 2,z :{.3 -f��fr-...s .i• ,r �-, --• «, .�� �T�'�� fr\ R�rE� T `/ �'l.. "`,,r.-n, y ry t 'i •}; j �, 6 -�s .l'J DELINEATED WETLAND(TYP.) ✓l.',,_, v IN �\<; €`,. ca '­ � < { 'J PERMANENT ROCK DAM AT END' ,� �} { � \A �� � j �4� � � W V � � � W y � 4 �� •,- �, OF CLARK-HILL BASIN OUTFACE I--" ~✓ j f P cl a for}• ps .�� -� a ., - � .v.,•y, � �-. CLEAR AND GRUB, ZONE B (TYP.) P Y Z = v J �'o 0 9 \ { ✓ � �Q m �) \ S C Z 12 U'I W nL NOTE: CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS COF CLAIRVILLE ROAD. L AR AND GRUB ZONE B SHALL APPLY TO ALL AOWITHIN II BBAS N, CLARK HILLCEPT IMITS L FIL, AND OF THERURAL COMPASS WAY STOCKPILE SITES.• f �, 3 h JOB NO. 1382.091 N PROJECT MOR. F CN MAY STRAND ASSOCIATES° I SHEET File: S:\MAD\1300--1399\1382\091\D,.wlnns\CAD\Civil 3d\Sh..Wla \13B2091—EROSION CONTROL PLANA— Time: Jul 21. 2023 — 2:43o LEGEND NOTE: CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL ARTICULATED CONCRETE BLOCK VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS MEDIUM RIPRAP WITH FILTER FABRICIs MAT OF CLAIRVILLE ROAD. �— SILT FENCE CLEAR AND GRUB - ZONE B SHALL APPLY TO ALL VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS © INLET PROTECTION m TURF REINFORCEMENT MAT OF THE RURAL II BASIN, CLERK HILL FILL, AND DITCH CHECKS PLACED ¢ SYSTEM COMPASS WAY STOCKPILE SITES. I 0 so 100 200`I •�'�•"�!�• DITCH CHECK �.,� CLASS II, TYPE B EROSION EVERY 200' (TYP.) el ROCK DAM ® CONTROL MAT WITH TURF GRASS DELINEATED WETLAND (TYP.) TURF REINFORCEMENT MAT 3 t I u> SYSTEM 15-FT OUTSIDE *" ®W DITCH BOTTOM f CLASS II, TYPE B EROSION CONTROL " . � .., `'� iy' `� `�. 4i "� `� '` ,1S � � t9 �," � �' '". �'' \r„ '�` �' @'�=,� � � � � a'i �\ •�^% � � MAT WITH NO -MOW FESCUE O zj Z " . '�a ,a � J„" .i ±y<„'� .' < r' ` � 'may t� p^' s ""' O C4 co s`` t z N_ q WLu jp C _ ,✓� ��z rt .✓ a i .. w /"., : _ T` Caryd�. �,; t 's'j.,y$ f ,� '`e p t a� �--,� y ` r ,)a t \ � � aS 3's `'_„ � ii( 1` \` �" � `� •,4 P L _ a.<:A s } A v s , `. "•� f �,I i ) S a , # r o � <.$� �����! �� � e,' � �, 4. � 6 � � j' ° �. a` �� � , v � � `^�� � � ''3 `"� b, f. .,� ✓ 7 r , ----' ..,- � $fir. ,� p b } _ t, 7 ( p e� > a - z �l{ HZ m V! z, j t # 2 } p z1�� �� er`r�sr A ,. a 1� # �j 4 . ° a„ .� ✓ 11$-, J H x 0 o w p z V) L 9 f a —, E 4-,. 3 I • r �' 'i. �,. a .�'` ,�:'" i.'q, ,� 'Wc- u V. r .w -j 4 f •�., ...� � - .� ` ^ _`1. LL z tj 4� 1I i ' .,� t " `�> 5" j 4 �" / J p ,e t 3 r j `".✓"� y,- a.,.' :,'.m.^.. „ J �. �'.',, ,•--..m. - ,.,. v W m ( 1 �"�' ` • `�, a^� a `�, ;z`- e 9 b f t (r1f a- `= f .:�'r� ^�"'1 \ - -. w�`� y z 3 I� � � � ``;• "` "' , PERMANENT ROCK DAM "x '' ' ,. Z l} 7 t 1 p' ✓ I f t r\ LEVEL SPREADER „ s W W i CLEAR AND GRUB, ZONE B TYP. r ( ) ...�. $ ,c �'`� E®`- '� a > lu 09 tf � W 4 f, ��i r ?� � � > T _ _ •� _ � - __ � - --� . _.... - 15 u fin. w_. _ .. J „ `3,``aJ4:,,.. ,.. .; _-=�-"� .__. _. � ��.. `�...� � �—.. p - ..=> .u- _- �. ..a; ...�� ., - ,,, � ....-. "-,„, _ � � y a."``. �---'�-; • �°" R 20^� �'Lj '� ' O 0 W A co` an°' O• q at, '• r � P o >� � � �\� `> �.,,, ,-a��-m-- � � fir- �-•-= - �- � � , � ,.,�- .�� ��� _ Y �-- ��' _ 02 8 ��' �ry �'� � 1w'v m w w �� m� J _ CLAIRVILLE ROAD .r. <� �.#:.�:--=-"•-. �-' ,,:. ,� c .......,_ �_�- -m ,^`'-f --n— .- f-.�,.•--,�ar•. -- — f y .�{ '4 l ,-^ �.`- j '�., � .,- ; �., � �_ ,J '+,. � MEDIUM RIPRAP AT DOWNSTREAM. t II ✓ "`""� JOB NO. __ OF DUAL 48" CULVERTS ! f I ( 1382.091 r� x-, ,---- .,,�' t -i /.✓"�`..W.u,� -� w, '�.-_ ,✓. ,>•� TURF REINFORCEMENT AT f,7 �. i r"_ ,.'*�- ° t (c ✓ / S L > , a �� "� ^ a 4 t} 4 [�1 f SYSTEM 15-FT OUTSIDE M Y k 3.:e1 , \' PROJECT MGR. E j s 4� f / .. ' � 1## 4 1 � � s.. a1 i° 1 1 DITCH OMB _ f. r qr t-, 5 �� � L,� V, lam MAY t{ Pr r. f DITCH CHECKS PLACED EVERY _.t d I yl l } 50' FROM STATION 6+30 TOIX I'D 71 N a. 10+30 OF FILL SITE ALIGNMENT - W--- �, �-- ."'"° `"` 1 >?` q ((g k DITCH CHECKS PLACED i !1( �t f Qz EVERY 200' — Z , o �STRAND N�r�(p)i?ASSOCIATES® SHEET e 0 4 -,...v- Etie: S:\MAD\1300--1399\1302\091\Drawinae\CAO\Civil 3d\Sh..t.Plan\ 1382091-EROSION CONTROL PLAN.dwn TIm Jul 21. 2023 - 2:44nm LEGEND ® MEDIUM RIPRAP WITH FILTER FABRIC @— SILT FENCE © INLET PROTECTION !�!!�•'!!! DITCH CHECK ROCK DAM • �®®®ww.�w. .iww�wwwi. a: I►iwiwiwi { NOTE: - CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL L ` ` J ARTICULATED CONCRETE BLOCK VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS MAT OF CLAIRVILLE ROAD. CLEAR AND GRUB - ZONE B SHALL APPLY TO ALL t' ✓ r �—Z� VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS 0 o TURF REINFORCEMENT MAT OF THE RURAL 11 BASIN, CLERK HILL FILL, AND O O SYSTEM COMPASS WAY STOCKPILE SITES. "`z . tf ®CLASS 11, TYPE B EROSION ( o o zo ao CONTROL MAT WITH TURF GRASS ro w. i_g w r + b b + d w m v w m ® CLASS 11, TYPE B EROSION CONTROL MAT WITH NO -MOW FESCUE + a a + d a b a w a, w,•� ro w a. a ro w w . ro a a.- -v"' a w b a + m _ t m at%�,x'. g �. a a w a ro v e. v. a b �. ro m �'. ✓.' b w y v ro w w a wY w w. ro r a a w v w w x ro w v u w w -> + w b W tiro ., � ro w a a ro w � s w w w �.��— � _-r—_.—, .... ��":=✓_t.,�,✓.�> k_a'=_e.._�,_ w b w wwwmrow bwwb bwwroab wa s bro b d w w CLAIRVILLE ROAD a w a a w b v W b � _�.., ..- .. � ._..�.5-G.. .. .? _._ �.. •w- .. ..�—�—,s -cam— a - _, w�.....a- vrow� waab aro wwwa-a >� wba 112+00 I, 113+00 _. 114+00 115+00 _ \ •��f � � N' W' 3• Y* '4 ti b � 6 H +s b W - s`ra 'b v My -& •Y b -b 6 -> 4 vv b S' ro +v -Y b *s W b a 5 L b v4 W � �� �'n b 3• g+ 'v W Y G' S 'b # xp _w •y -�4 <e �9 � Ya v` t+ d v � W �Y -+i w v 5 W v h � 3 � W r b G 3+ N -4 W w EROSION MAT 4:1 SLOPES COVERING v_ s• -a S v n W a io -L W -vY� a w w a w w w DITCH CHECKS (TYP.) a f' w a a SPACE DITCH CHECKS- .s» b " w " EVERY 18" OF DROP �� J � a w �l ro c Lj 0 a �r 1 w 1 �orywa ww N � a mbar a :f (I 118+00 I = f " 71 119+00 Iv t I - _ CLEAR AND GRUB, ZONE A (TYP.) CLAIRVILLE ROAD ——121+00 "' V• 4�.%1" W W 4 'v W `Y Y V �a a/ 2 V � �IJ I{)� EROSION MAT COVERING 4:1 SLOPES l DELINEATED WETLAND (TYP.) § -I �� of �" � �_a. $1 i �- � �. ,� -- •�� � .. `1 41 W/N& ®�w®w®//®Iwwl • �V PANAMA ,III 0- - 10 20 40 122+00 m Co . .._-- .. ..�...-_� .._.., 0 Lo N N_ W Z J U Q zz 1382.091 Z NN z 0 yN N i f 0) Z 0 2 0 0 0 w m W Z Z ' PROJECT MISR. I MAY 69AM&I STRAND ASSOCIATES® 31 Snn__t399\1.W2\091\0rnrfnnn\CM\Civil 3d\SheataPian\1382091—EROSION CONTROL PIANA— Time: Jul 21. 2023 — 2:44om LEGEND NOTE: / ^� CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL / MEDIUM RIPRAP WITH FILTER FABRIC y, ARTICULATED CONCRETE BLOCK VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS ® MAT OF CLAIRVILLE ROAD. J } r. SILT FENCE CLEAR AND GRUB -ZONE B SHALL APPLY TO ALL © TURF REINFORCEMENT MAT VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS INLET PROTECTION O O SYSTEM OF THE RURAL II BASIN, CLARK HILL FILL, AND COMPASS WAY STOCKPILE SITES ` 0 o r . DITCH CHECK CLASS II, TYPE B EROSION ROCK DAM CONTROL MAT WITH TURF GRASS ® CLASS II, TYPE B EROSION CONTROL Tv _- - r• _ 0 0_zo S'-..1 40 MAT WITH NO -MOW FESCUE SILT FENCE (TYP.) �� /- �.. W -- ._.... t, — -•-•. -- tie J _ / f ( -•. CLEAR AND GRUB, ZONE B (TYP.) + ---- — f^------------ O w- LLI 298+40 299+00" 301+00 302+00 _ 303+00 30 Z ,r-- apR gp3- g02 = STST y---------------- \--------~--, � c �d�a-- � - \1( y � a• �" - � \ <......_ /r_ w w d `,�> µ d ,r ;, 1^ v c_..._d �\ .,� \1 �S w m d r d `'' � t a v m w v w m w d b W w .v w k a v w v d a' a� w "a-• _y' w . QITCil CHECKS (TYP.) SPACEbDITCH CHECK i t w \ w w ✓' 1100 m W y w m w < v m d w m w w r m y m w d m w w W b d EVERY 11 18" OFDROP- m _ 1j. --► <� W w v N' w r d m �L � Y v+ a w y m .r a W vro w u N y W y d w a W r w}'J'f d w v w tl w�N' � ,Y j d ,9S } ,. ) y .� w a< Y _ > w. .r �.,,E..„._.t®.✓ . . w �.V- .m_—. .v.. � J - :. d' 'a -W. _Fr w y l ( �r f� l C L DELINEATED WETLAND (TYP.) I t j, h i �. p + m _ _ M--------- - - _ p F 4 I 3 i k d w v w J 00 305+00 j__ 306+00 w W w K^ w W 207+00 a i 30 571 w w } LLl �- ( d w + U w w 800 m w w w w€ w --------1--- :z I ti }y q- t�y�•' ! t w•!\d/.,,/d ....W .^m. d.a w bs ��i ��..._ w b ww dda� w r d ddw b va w wdW v '' ww t_ :s" J }/ w.-.. \✓n v tL�<�"`V %W�v s a �d I �-' �1 y �'�" � i( w b w m W w d o m v b .r m � w y d- ,x 3 � I � f .Y v* "Id a W �- L ,,%% :i v W 5 1 3 �,1•�� i v v v v v S lx v� v Y v E, t �w a d 5' y d� m �� W y w 6 b `•r (( W W w w d W w w d w v w W W w� S d Y w } � � ' 3' � V^ v y,^ \ m w d a " w y .x w w y \✓ mo w a w s' mo d y d v m W d c w a W� e� v y d > y i i t, w w '� 1382.091 MAY �. ml STRAND ASSOCIATES® File: SAMAD\1300--1399\1382\091\I) a in \CAD\Civil 3d\SheetsPIa \1382091—EROSION CONTROL PLANA.. Time: Jul 21. 2023 — 2:45— 33 LEGEND RESTORATION SPECIFICATION REFERENCE AREAS FURNISH AND INSTALL CLASS II; TYPE B EROSION OSHKOSH SS 2600.2.5 DITCH SLOPES FRONTING RESIDENTIAL PARCELS CONTROL MAT; FURNISH OSHKOSH SS 2600.2,11 AND INSTALL TURF GRASS* FURNISH AND INSTALL CLASS 11, TYPE B EROSION OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES MAT; FURNISH AND INSTALL OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS NO -MOW FESCUE* ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 4. »+ +± NO -MOW FESCUE* OSHKOSH SS 2600.2.6 BERM, BASIN ACCESS ROAD NATIVE SEEDING SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN FLOODPLAIN MIX* SAWYER CREEK FLOODPLAIN NATIVE SEEDING MESIC MIX* SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF SAWYER CREEK FLOODPLAIN — — — — FURNISH AND INSTALL OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE DELINEATED WETLAND (TYP.) Lile C•\!MO\1300--1399\13A2\091\Orawinas\CAD\Civil 3d\Sheet.Pla \1382091—RESTORATION PLAN.d— Ti— Jul 21. 2023 — 2:45om APPROX.ACRES 1.54 5.79 24.97 23.47 21.10 62.73 I NO NEW TOPSOIL REQ'D, APPLY HERBICIDE, PREPARE AG. LANDS FOR RESTORATION. F { # o WETPOOL d -FF JJ i __.. .. 7 f 4+- 4f 4F 4F 4F 4F 4+- 41-4f- +a 4} jE _-j+- �F_fl- f- 4F 4t- 4F 4F 44` 4F 41- — — 41- 4F 4#- 41• 4f• 4f- 4t- 41- 4f 4f• 41- 4i- 41- 4f` 4F — 4F 4{- 4F 4F 4F 4f- 41- 4f- 41- 4F 4+- 4+- * * * * 4t 4F 4F 41- 4F 4� {E 4JFI `~ '* WET POOL *� 4+` 4F 4♦ 4+ 4f- 4F * 4- 4F 4F . - BASIN ACCESS ROAD o 2 — i 4F 4F -W 4 4 49' * 411--it- * Z y 4 a Z J o IL C H F rLL W co J H W JOB NO. 1382.091 PROJECT MGR. MAY _41. STRAND ASSOCIATES° SHEET 34 LEGEND RESTORATION SPECIFICATION REFERENCE AREAS APPROX. ACRES FURNISH AND INSTALL CLASS II; TYPE B EROSION OSHKOSH SS 2600.2.5 DITCH SLOPES FRONTING RESIDENTIAL PARCELS 1.54 CONTROL MAT; FURNISH OSHKOSH SS 2600.2.11—z� AND INSTALL TURF GRASS' FURNISH AND INSTALL I 0 50 100 2W CLASS 11, TYPE B EROSION OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES 579 MAT; FURNISH AND INSTALL OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS' NO —MOW FESCUE' ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 97 NO- MOW FESCUE' OSHKOSH SS 2600.2.E BERM, BASIN ACCESS ROAD 24. 4- - i— ++ 1r ,* } NATIVE SEEDING ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN SPVS 23'47 It FLOODPLAIN MIX' SAWYER CREEK FLOODPLAIN g r NATIVE SEEDING MESIC MIX' SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21 10 SAWYER CREEK FLOODPLAIN FURNISH AND INSTALL OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE 62.73 ANNUAL COVER CROP ONLY DELINEATED WETLAND (TYP.) $ $ I$ $ ($ $ — — — — _ — — 'FURNISH AND INSTALL COVER CROP IN ADDITION TO SPECIFIED SEED MIX. E i & d r� & 1$ $fli _— __—_—_— -•Y -rt- q�Y�i'$ $ 1 E $$ $ $ $ $ $ — — _ _ — — — _ _ — — _ __ — — — — — — — -- — — — — — — — — — — — — — — — — — — — $ $$ $ t $ f i' t F —_________—_--_—______ __________________ ___---_--___ $ $ €(�i - --—_—_—_— _ ___ _ ____ _ ___ _ _ __ __ _______—_—_---------------_----_—_—_—_—_ $ $ $ $ E _—_--__—_—_—_-------___ _—_—_— _ T C Z I — — — — — — — — — — — — — — — — — — — — — — _ — _ — — — _ — — — — — _ _ — _ — — — — — — — _ _ — _ — — — — — — _ — — -- — — — $$ h _ ________________________________________ ________________________________—______ _ —_ WET $$ —---- ------_-- — ___--_ _ _ — _—_—_——_—_—_ ____________---______ $ t\\ -- — — —-- — — ---- -- — — — — — — — -- -- — — — —— — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — $ $ $ -- — --- — — — -- — — -- -- ---- — — -- — — ------- — — -- — — -- — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — --------------- — — — ------ — — — - — — — — — — — — — — — — — — — — — — ------------------------------------- $ $ $ $ " -- —--_--------—----- _— ___________ —_---_--_—_--_—_—_—_—_--— — — ————— —————— _ _ _ _ __ _ __ __ _ _ _ _ __ -- _ —_______ $ $ Z O ---_---_—_—_—__-----_— —— _ _--___— _—__--_— — _—_-- — —_--_--_-----_ —_--_—_ ----— _------ ------------- ---- — ---- -- --- — -- — — - - — — — — — -- - - - - — — — — — — — — — — — — — — — $ ----- —_--_--_--_ --_----_ ----- --- — -- —— ———— — ————— — — — — — — — — — — — — — — — — — — — — — — — -- -- — VO _—_—_—_—_—---- —— ———_--_—_—_—_ _ _—_—_—_—_—_—_—_—_—_ _—_ —— — — — ——— — — — — — — — — —— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _— _— _— _ _ _ _ _ — ——— — —— —— — — — --— ------ ---- --- -- $$_ $ ------------------------- __ ____ __________ -- _ --_— vW! — —______------- ----- ----- ---- — — —— — — — -- --- — — — — — — ------ — — ---- — — — — -- — — — — — -- — — ---- — --- — ---- — — — — — — — — —— — — — — — — — — — — — — — — — ------- ---- — — — --- ---- — — — ---- ------ — — -- _ Z m — ----- -- --- -- — --- --- --- — — — — — — — — — — — — — — — — — — — — — — --- --- --- — — — — — — — — — — — — — --- --- — -- — — — — -- — — — — — — — — — — — — — — — — — —— ----- — — — — — $$ N - -- — — — — — — — — — — — — — — — ------------------ -�����---- ----- — ------ ------ - - - - -- — — — — — — — — -- -------- -----— ------------------- - - - - --------- - - - - -- $$ $a— J 4) o. -- ---------- ---- -------------- - -- ---- -- -- ----- --- --- - ---------------------------------------------- ------- --- --------------------------------------------------------- -- --------_— - ------------------- ------------------------------ $ W W 3 LLI ----------------------------- --------------------- -- ------------- ---- ----- - -------------------------------------- = o z _______ __--__ -_-__ —_ —_ ____ _ — — __ - _ —_ __--_- ___ _____ ___ -_ _ _—______ _-—_--____—_-__ $* $$ J o w ---------------------- ------- --- ---- ------ ------------ -------- ---------- --- --------------------------------- --- --- ------ U. -------------- -- -- -------------------- -- -- ------ -- -------- -- -- -------- $ $ o---$ v ------------------------------------------------------------------------------------------ ---------------------------------------------- --ul - _ _-_-_-_- _____________________ _ _ _ _ _ _ __ _ _ _ _ _ __ _ __________ F- -------------------------------------- -- ---- — — — — — — — — — — — — — — _ — — — _ _ -_--_-_-_-_-_- -- ----_-_- -_-_-_-___—_-$ $ — — — — — — — — — — — _--_-_-__—_-__—— — — -- — — — — — — — $ — W ---- ---------- ------- ------------ ------------- --------------- -------------—----------------------- ----------- — ------------- Lu 19 ---------— ------------------------------------ _____________________________ -- — — — — —— ————— ——— ——— — ——— ——— —————— ——— — — — ——— —— _________________ __ __ ___ ________— __ ___ __ —— — ———— ——— —— — —— —— — — ——— —— ———— ——— ——— — — —— $ 4 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - $` €p _—_—_—_—_ _ _—_—_—_ _ _—_—_—_—_ _ _—_—_—_—_ _ _—_—_—_—_—_—_—_—_ _ _ _ _ _—_—_—_— — — -- -- — — — — — — — — — — — — — — — — — — — — - $ $ '$$I $, `.$$I y --—— ----- ----- --- -- --- -- -- --— —— - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ -------------------- $ $ -- --- ---- ----- ------------- — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — —_—_— —_—_— —_— —_—_—_— —_— — —_—_—_—_—_— —_ _— — — — —_— — —_—_—_— —_—_ $ $ �` 7 i$ --------- ----- -- --------_ $—$ _------_ — — — — — — — JOB NO. _------------ — — — — —{ fT $ $ $ $$+.,� $ $ $+—.T —! ''e$ 1382.091 \ _ — PROJECT GR. J m ( . T , _. _ _ � .. .. __ __. MAY IP CLAIRVILLE ROAD a I STRAND j[[ z n. ! O ASSOCIATES® SHEET 1135 Rle: S:\MAD\1300--1399\1382\091\Drowina \CAD\C',ll 3d\Sheets Plan\1382091—RESIORA ION PLAN.dwo 11— 1., ". I— — [.a 4F 4F -tF -H- 4F 4F F * 4F +F 4F 4+- -tF 4F 4F �+ 4F 4F -++- -#+- _w * +F 41- -+F * -4+- -W 4F �i-- 4-W i+ i+ -++- * +I- ++ ++ ++ ++ ++ ++ ++ ++- +F +F 44- ++ 44-- 4F +F + ++ ++ ++ ++ 44- ; ; 4F * ++ 4F N+ +F 4F ++ ++ ++ + ++ ++ ++ +F +F W 44- ++ -++- 4ij 4F 4+- 4F *4F if- 4F -if 4F +F + '+ ++- 4+-++- ++- iF ++- ++ ++- 4F ++- ++- ++- ++- ++ ++- 4F ++- ++- ++- ++- 4F ++- 4F +F ++- ++- ++- ++- ++ ++- ++- ++- ++- 4F 4i- 41- -li- 4F 4ii j 4F 4+- t -W ++- 4F 4il 4F 4F ++- -W H+- ++I . 4F ++ ++ ++ FF ++ ++ ++ ++ 4F ++ 4F ++ ++ 4F +F ++ 4F ++ ++ ++ 4F ++ ++ ++ ++ ++ 4F ++ ++ ++ ++ ++ ++ 4F 4F +F +F +F ++ ++ ++ ++ ++ ++ ++ ++ ++ 4F ++ F r -rr_- i* 4F 4F 4+ 4F ++- ++- ++- ++- 4F 4F 4F ++- 4F ++ 4F ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +i- 4F ++- ++- ++ ++ 4F ++ ++ ++ ++ ++- -+i- +F ++ ++ 4F 4F ++ 4F ++- 4F ++ ++ ++ ++ -+F+ ++ ++ ++I -li- 4F ++- ++- +F ++- ++- 4t- +F 4F 4F 4F 4F ++- 4-- F -+F ~+`F ++- +F +F I-ti- 4F ii- 4F -++- -++- 4F 4F ++ 4F ++ ++ ++ ++ ++ ++ 4F 4F ++ 4F 4F ++=" 11- ? 4F -++- -+$ . # ++ -++ - 4F 4F -+- 41- -++ -H- -H- 4F 4F -+F 4F 4F 4F ++- ++ -+F +F 4F 4F 4F -+F ` -FF ti* 4F 4F ++- 4F 4F ++- 4F ++- 4F +F ++ 4F 4F ++ +F 4F 4F 4F 4F 4F ++ 4F 4F 4F 4F -F+- 4F 4F 4F 4F �+�k-�f+ i+- ++- +F -H� +F ++ -+f- +F -H- 4+-++ �{+ -f+- ++ -H- -+F ++ -H- -H- -+F -+F ++ ++ -H- +F -li- +F ++ +F ++ +F -H- +F -li- +F ++ ++- -If- +F +F._+i- * 4F ++- +F +F ++ -++- +F 4F 4F -+- 4F 4F 4F 4F 4F 4F 4F 4F -it 41- 44- 44- 4F +F +F +F +F +F -H- +F +F ++ * 44- +F -Fi- -H- ++ +F ++ +F -++- ++ ++ -+F ++- -H- * 4++ -tl- +F -H- * +F +F +F -+F +F +F +F +F -FF +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F +i-4F * 4+ 4F 4+ -++- 4F -++- +FiF-E f * * 4F 4F ++ -+- # 4+ ++ -++ -+F 4+ 4F * -+F * +F +F * ++ * * -+F * +F * * +F 4F ++ -+F 4F -+f- +F ++ ++ +F +F +F * * * +F ++ +F +F 4F FF 4-71`_4� F 4F�4F -H- �} #--H--+F�iF"i+- - Ti-_44- 4F* 4F 4F * +F 4+ -+F 4+ +F 4+ +F * -++- ++ 4+ 4F +F +F 4F 4+ -tF +F +F 4F 4F * 4+* * +F +F�4F +F -H- 41- -+f- -H- 4+ 4+ * +F * 4+- +F * +F +F 4+ +F 4+ 4+ +t 4F 4F 4F 4F 4F 4F if 4F 41- 4j _d{--H >4F-fF +F 4F t+ 4F 4F 4F 4F 4F 4F tl 4F tl 4F iF 4F 4F +F 4F 4F 41- 4F 4F 4F +F 4F 41- 4+ 44- 4F 4F 4F H H 4F 4F 4F 4F +F H +F 4+ 4F +F 4F 4F # 4f 4F 4F 4F 4F 44- 4F 4F 4F 44- +F H 4F +F 4F 44- 4F 4 4F 4F *-ih-'F>4F-7F-4-!�* 4+ +F -H- 4F 4F 4F 4F 4F 4F 4F -+F 4F +F 4F 4F 4F 4F -+I- +F 41- 4F 4+- 4F +F 4F +F 4F 4F 4F 4F 4+- +F +F 4F +F 4.4F +F 44- 4F 4+- +F +F 4+ +F 4F 4F 4F 4+ +F 4F 4F 44- 4F 4F 4F +F +F 4F 4+ 4+ 4+ 4+ 4+ 4F 4+ +F 4F 4F 4 -W 4F +F +F +F 4F 4F F+ +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F +F +F 4F 4F 4F 4F 4F 4F +F 41- 4F 4+- 4F +F 4F 4F 4F 4F 4F 41 4F 4F +F 4F 4F 4F 4F 4F 4F 44- 4F 4F 4F 4+- 4F 4F 4F +F 4F 4F 44- -F+- +F +F* 4F 4F 4 - 4+-+f 4F 4+- 41- +F + _. 4i; 4F=kt-tom++- -+t 4E:.W.-+t.. 4} F iF�i-.._4f:_._4F-_4t..m# ;t+--4k---M= ii--+k-4F ik--N- .-.4+�-•4-..{{•._.{} _4+......,}+,._..4F---+-, 4F�4F-'4F--+i---+f---FF-4+--4F-T,---�-rT -'-H--i+--4F -I+ -4F� +F°-i+--4i�+i'--# -H= i+-'-#F 4i -fi="4F 4F 4F-..4F "# 4F"-4F--W-'4F--4F i+-4+" 4F 4F-4+`4-it t- :F`. 4F 4F 4F 4F 4F 4F 4F 4F 4F +F 4F 4F 4F 4F 4F +F 4F +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4+ 4F 4F 4F 4F 4F -++- 4F 4i- 4F 4+ 4i- 4F 4F 4F -FF 4F 4F -++- 4F 4F 4F +F 4F 4+ +F 41- 4F 4F 4F 4F 4F 4F 4F +F +F 4F 4F 4F -li- 4F +F +F 4F 4+ 4F 4F +F 4F +F +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4i- 4F 4F 4F 4F 41- 4F 4F 4F 4F 4F 4F 4F 4F 4F +F 4F 4F +F 41- 4F 4F 4F +F +F 4F 4F 4F 4F 4+- 4F 4+ 4F 4F -I+- 4F +F 4F 4F 4F +F 4F 4F 4F 4F 4F 4F +F 4F -FI- +F 4F 4F +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F +F 4F 4F +F 4F 4F 4F 4F 4F +F 4F +F 4+ 4F +F 4F -+- 4F +F +F 4+ 4F 4F +F 4F -H- 4+ 4F 4F -li- +F +F +F tF 4F +F +F -++- 4F +F +F 4F 4F 4F 4F +F 4F +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F -FF 4F +F 4F -+- +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F +F +F 4+ ++- 4F 4F 4F 4F -+- 4F 4F 4F 4F 4F 4F 4F +F +F 4F 4F 4F 4F 4F +F 4F 4F 4F 4F 4F 4+ 4F 4+ +F 4F -++- +F 4F 4F 4F 4F 4F 4+- 4F 4F 4F 4F 4F +F 4F 4F 4F 4F 41- 4+ 4F 4F 4F 4F ++ 4F 4F 4F 4F 4F 4F 4+ 4F -+F 4F 4F 4F +F -H- 4F 4F 4F 4F +F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F 4F +F 4F 4F 4F 4F 4F 4F 4F 4F +F +F -li- 4F 4F 4F 4F +F 4F -++- -+- +F ++ 4F 4F 4F 4F 4F 4F 4F 41- +F 1 CLAIRVILLE 0 10 20 40 U H a LEGEND RESTORATION SPECIFICATION REFERENCE AREAS APPROX. ACRES FURNISH AND INSTALL CLASS II; TYPE B EROSION OSHKOSH SS 2600.2.5 DITCH SLOPES FRONTING RESIDENTIAL PARCELS 1.54 CONTROL MAT; FURNISH OSHKOSH SS 2600.2.11 AND INSTALL TURF GRASS' FURNISH AND INSTALL CLASS II, TYPE B EROSION OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES 5.79 MAT; FURNISH AND INSTALL OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS NO -MOW FESCUE' + + ++ ++ NO -MOW FESCUE' OSHKOSH SS 2600.2.E ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF BERM, BASIN ACCESS ROAD 24.97 * ,F NATIVE SEEDING SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN 23.47 FLOODPLAIN MIX' SAWYER CREEK FLOODPLAIN NATIVE SEEDING MESIC MIX' SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21.10 SAWYER CREEK FLOODPLAIN _ = FURNISH AND INSTALL OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE 62.73 - - - - ANNUAL COVER CROP ONLY 'FURNISH AND INSTALL COVER CROP IN ADDITION TO SPECIFIED SEED MIX o o zo 40 - w--w--�—q w a rr- ' a v w' 'a w •v b- y w v w a w w w w w w a a v w a a b w w a d d v r w w w a w w d I.p w w O O+ _ In (O ST _ ST _ _ ST _ _ Q I- W LLJ 00 107+00 106+00 109+00 10+00 111+00 UJ Z Z CLAIRVILLE ROAD U � - Q _ a b w W a w w W r v w d w w w w V b a w b w w a w o a ,s w a a w w m w a J' v w a w b w w w w r a a w a w w a w W W N b b W a Y Y w Y W b w W d w u* a a n w w w •Y � w W V .y a d w w a w w •v a a v a , •. w w w .* w a w w w w b w r w w w w w w w v a a s a w d a v w a d v w v d w d a d� w aLw w d a� w a w v a y� d w w w d w w a w a w w w a w w d a •r w w �w a a w w a w a w d a s r d a d V• w a w w w w w w d d d a a w w ww + i y W •Y v w r w w DELINEATED WETLAND (TYP.) w a w a .w w � � a d w d w a a Y a w w a w w w a w w w a w w • � w a a •> w w w w w - a I ,m w wwaw 6 Z Z 0 CL Z J I" �0 J y ' JOB NO. I 1382.091 MAY �. STRAND ASSOCIATES® 36 Piin• S•\IAAO\1300--/399\1382\091\0rnwinas\CAD\Civil 3d\SheetsPlan\1382091—RESTORATION PLANA— Time: Jul 21. 2023 — 2:46— gz-�- DELINEATED WETLAND (TYP.) 0 10 20 40 f E E E fr E 4 E 4 E E E E S # f f - E—E - F TF-E • _-E r— '�—.'E ; '_' Y" ' Y"®--a-�"'- a ' c•—t^—e—r' z—<---c—x v _ . _ _ . _ E E @ E 4 E E k E .. • . . . . E @ E # E E E E E F wild _ " . _ _ E 4 E E E E E F E E 4 # E E E E E E E # F E E E E & 4 § E F E E ff @ 6 § E E E E E E & £ E E E E E E W t F E f f E E § E E E E 6 f F E E E E E E E f E f £ E E E E # & & E E E E E E E # E 4 E E E E k E E E E E E E # f E E E E E & t E E E E E £ @ @ 4 f # E E E E # F E E E E E E E E f F E E E E f 4 Q f k E E E E E E E # E E E E # f 4 4 E E E E # 4 § F 4 E_ E § @ 4 f E E E E & F f F k F = > > > > 0 _ _ r r Q U) + V Z O 112+00 113+00 114+00 115+00 116+00 117W Q CLAIRVILLE ROAD U W - ---------------- - - I- Z Q J = ST > < E E E E E 4 F E E E 6 f 4 E E E E f F E £ E E k 8 f E F < E E 4 & §< E E E fi O z c E E# fi F 6 k E E E E fr f E E F E E 4 # E k F E E E Ek @ 4 ._w 4 E 4 E l E 4& 4 E ._.......-.......,,-_.v...v..� u._.a..�.�,...—= r p......._ -- , E < 4 E F E E & & E § E F • E f E f a 4 E E E E E E E E E E f z LEGEND RESTORATION SPECIFICATION REFERENCE AREAS APPROX, ACRES p E E¢ E 3 E E E f f + E E FURNISH AND INSTALL v E E f CLASS II; TYPE B EROSION OSHKOSH SS 2600.2.5 DITCH SLOPES FRONTING RESIDENTIAL PARCELS 1.54 F c f F E£ E CONTROL MAT; FURNISH OSHKOSH SS 2600.2.11 E E AND INSTALL TURF GRASS* ZO E E h FURNISH AND INSTALL V E f f CLASS II, TYPE B EROSION OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES 5.79 2 }{ 4F }} MAT; FURNISH AND INSTALL NO-MOWFESCUE* OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS H a Z �4� '�' 4F -+ 4 '�" '� '* �' "� �'*' s „ � ,'.�' 1 4+ 4F" -I+'14F �+ +F -iF 4+1 4hv 4F 4F a * 4F � "�" �� ,+• 4+. -- NO -MOW FESCUE* OSHKOSH SS 2600.2.6 ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF BERM, BASIN ACCESS ROAD 24.97 G z m W Q t Z O 4F 4+w -µa{{, 44+- +FF 4F .tp..}F,• 4Fw „}}. a - 4, 'B 11, "* * 4t-14F 4Fw4F 4F .,j+ -�- i{f. 4F„:+F ;.++' v w +F .µ .µ -q-"+: NATIVE SEEDING MIX* SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN SAWYER CREEK FLOODPLAIN 23.47 z O O Z N H 4FF 4 # t}I. I{ µ w a 4F 4F 4F Cil- �+. FLOODPLAIN ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF W O ; y Z w t ' Ifi NATIVE SEEDING MESIC MIX* SPVS 21.10 {} �} yF {{ 4} 4+ 4F w4F y{ w + yY SAWYER CREEK FLOODPLAIN C V 4+ 44- 4F 4+ 4+ 4+w4+ ' w 4F w4F ¢{- #' -Hs 4F11 4+- a4F s#F MF w . w }};� wo, _ _ - FURNISH AND INSTALL _ _ _ _ ANNUAL COVER CROP ONLY OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE 62.73 0 10 20 40 H G J W O 0 4+ 4F+- +�' 41,E 4F 4F 4F 4F iF F, • �� *FURNISH AND INSTALL COVER CROP IN ADDITION TO SPECIFIED SEED MIX Q O `W 4F 4:' 4F" I+f-e 4F w r * a w O O H z 4W 44- 41--* VtF 41- 4F 4tW -Hi, a 4F 46 4Fw 4F 44- Oka 4F. 4F w w 4Fm w r .v m vi H Ul a a w w-H- E#F ItF ., 4#' 4F, 4Fw 4F 4F iF JF a w a w .r Q W = W a w •a m 2 41- 4F iF F -+ 4F 4F 44-4F CFI 4F -H-w4F 11- -W 4t' 4fw 41-w41- a-FF "#F 441 a �'f+`�#F--•tF_,..tF' 4Fr�k-✓"#i'-�r4M`�sf+`� `#ST--' �--•� '. „ci ffi . a fflwg �. > Lr t— 19 Q Q uj W W 00 118+00 r 119+00 120+00 121+00 122+DO Cn W Q z M CLAIRVILLE ROAD z J J -- -- - - - U U F- Q ST JOB NO. a ,� •s v r _ 1382.091 r v w w w v w a a w b z v *r w PROJECT MGR. MAY STRAN D ASSOCIATES® SHEET 37 File: S:\IAAD\1300--1399\1382\091\Dmwinas\CAD\Civil 3d\Sheat,Plan\1382091-RESToR TloN PU A— time: Jul <t. 1-1 - I:-- I ST 0 u� + N 123+00 124+0 125+00 126+00 CLAIRVILLE ROAD U) w-- - -- - z ST Q LEGEND RESTORATION SPECIFICATION REFERENCE AREAS APPROX. ACRES FURNISH AND INSTALL CLASS II; TYPE B EROSION OSHKOSH SS 2600.2.5 DITCH SLOPES FRONTING RESIDENTIAL PARCELS 1.54 CONTROL MAT; FURNISH OSHKOSH SS 2600.2.11 AND INSTALL TURF GRASS' FURNISH AND INSTALL CLASS II, TYPE B EROSION OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES 5.79 MAT; FURNISH AND INSTALL OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS NO -MOW FESCUE' I t tt• it NO -MOW FESCUE' OSHKOSH SS 2600.2.6 ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 24.97 i * BERM, BASIN ACCESS ROAD NATIVE SEEDING SPVSi ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN 23.47 r ~ FLOODPLAIN MIX' SAWYER CREEK FLOODPLAIN a w y NATIVE SEEDING MESIC MIX' SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21 10 SAWYER CREEK FLOODPLAIN DELINEATED WETLAND (TYP.) — — — — FURNISH AND INSTALL OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE 62.73 W — — _ — ANNUAL COVER CROP ONLY w s 'FURNISH AND INSTALL COVER CROP IN ADDITION TO SPECIFIED SEED MIX ST • •• rr rr � r rr Ica rr ►iw�i���!i!i!�����! �����!ii�!���!psi?�c!iipi`�i���iii�i�i.�ii���iri•�iiiii�iiiii`iiiiiiiiiiiiiiiiiiiiii� �iiiii'i�i���.i���3�i�i�i��ipiiipijii��i�iiiiiiiipipiiipiip� �pimivi®ia1®� O , ♦ �� Ai..ai�i��ID�o�®�p�p�p�p�p�p�p�p�p�p�p�p�p�p��®� W,p�p�p�p�p�p�p�pipip�� 2 t CLAIRVILLE ROAD t t i I m.• C•\uA0\t3IN1--7399\1382\091\0rowi...\CAD\Civil 3d\Sheet.Pl—\1382091—RESTORATION PLAN.d— Time: Jul 21. 2023 — 2:46- 1 127+00 11141-0051 liiiii!� .. ■ 0 Z G Z z0 m Z IL 19z F; .J c z y o to zo 3 ; '� O tf p F O U) v m V W W W Z N Z 1382.091 PROJECT MOR. MAY STRAND ASSOCIATES® SHEET 38 LEGEND RESTORATION SPECIFICATION REFERENCE FURNISH AND INSTALL CLASS II; TYPE B EROSION CONTROL MAT; FURNISH AND INSTALL TURF GRASS' FURNISH AND INSTALL CLASS II, TYPE B EROSION MAT; FURNISH AND INSTALL NO -MOW FESCUE' 4 44 -.- ++- + NO -MOW FESCUE' :} + + NATIVE SEEDING FLOODPLAIN MIX' s NATIVE SEEDING MESIC MIX` —_— FURNISH AND INSTALL — ANNUAL COVER CROP ONLY OSHKOSH SS 2600.2.5 OSHKOSH SS 2600.2.11 AREAS DITCH SLOPES FRONTING RESIDENTIAL PARCELS OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS OSHKOSH SS 2600.2.E ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF BERM, BASIN ACCESS ROAD SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN SAWYER CREEK FLOODPLAIN SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF SAWYER CREEK FLOODPLAIN OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE APPROX.ACRES 1.54 5.79 24.97 23.47 21.10 62.73 44 44 +F +F -FF +F 4+- -+t—++- -k- #—fb- dl---lk .4k- fit_ it.. 301+00 � � 4 y . v v ✓ b a 302+00 303+00 N 0 10 20 40 4+ ++ ++ ++ ++ ++ 44 44 ++ ++ t ++, # �i- -++' >4 -++- +F -++- �+- -I+-•' '�#++- 4F'•-+t- iF—f+--+t--..�t- .' r 4F _k -++� H ++ y++ W JF 4+ 4F �+ w ai +t �+w i+ i+ WW ji- -+�- �+ + *+—,r-- +t+} + 4T 4F" +:' 4F +F '41- 4 4 41" 4F'41- *4F '4 -W 4 4Fw 41-*41-'b41- 41- 4 4F ++' 44- '4f- '4 4 4 -H 4F* H '41- 44- 4 41- 44= 411 +4'+F 14F 4F 41- 4W -1F'D -+` * 1+4 4F 4F ++b *1 44 °W '+i- 4F 44' 41, -tF * ' * '* 4F -W 4F'' +F +4- 44, 44>+FW-FI- 4+ 44 4F ++w 4Fw-H- Wtf- +W * 4b 4F, 41-�41- 44- +M 4Fw-fF+4+- 4+- 44 +' 41-, 4Fa-H-+F +F 44 +4 +b 4fd ++w +i- w* ++- +F +s -i+,, - r+F aH- 4F +F 41, *t 44' w-H- .ai- * * 41s -H-a+F .Ai- * 4F 46 41, +F+1- 4)- +, 41-,r 4F w-FI- .+- -44- 4j 41- +F -4F ,4F .* � +t 44„ +F w4F W4F fit' 4i 4 r +Fa. +F +F �41 V- 4t 'H-,;, +F,, 4F ,41- jF .U' - 44 44y +F 4F +4 � # 4F 41,% . +4 4+- :+- 4,F +t +F, 44- .+4 J4- # it +F -4F , -+ : +i- fi- it' 4t +F 4F +F y44 +4 a41- +4- 4 4 44 44 +F +F 4 4 _W +F ++- +F +F -�- 4 4+ 44 +4 41- 41- 4 -W +F 4F +F 4F, 4 4� 44 4F 44 44-'4+- +F 4F 4 +A 41-w 4F "41- iW +F -R 44w 4F '* '+F 41- 4F' 41 44 *4F `'4F =#F 4 4? 44�' 4F W+F 4F * 4f 4+' ++ -44- '4F 4F * 41- 44w4F '* 4F +4- Oil -W 4F a+1. '* +F 4F 41- +-W 4F -+ '+F 4+- 4P 4+- +F+* 'WF +F * 4N *F 4F +­* w14 4+ # +b 41-, 4F a+- WfF +F 44. 44a 4+4F OFF 4F 4F 4 41v 44 w+F aFF * 4F 4++-*-H-� 4k � it- .w 4F .,.4F d t 4F 4b 41y 440 4F ,:44- 4+-- -IdF 4♦a 4Fw 4F ;.4F ;W it- 4t 4+y 4F., 4F w4F . F 4F , , w. -li-...F'H' F 41- fl-*-if-� 4t 14F�+4•�44-µ�1-�-44 44`-*+i---4b—=4k—�V 4t 4k �+ :I� 4F �u- -N- it .4F� 4F 4F 44 4F �-} +{- 44 44 44 +F +4 4F .44'..'H-..+1'..4F.,+4' 44 ,4},.4t+F+F 44- +t- 44- 41--14-*-4 4f 41- * * * 4F * 4f 44 DELINEATED WETLAND (TYP.) 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' 1382.091 MAY �. STRAND ASSOCIATES® 39 CI>, G•\uAo\t300--1399\7382\091\Dmwlnas\CAD\Civil 3d\SheetsPlan\1382091—RESTORATION PIAN.dwn TIm Jul 21. 2023 — 2:46— PAVEMENT MARKING LEGENb W4 PAVEMENT MARKINGS, EPDXY, 4" (WHITE) Y4 PAVEMENT MARKINGS, EPDXY, 4"(YELLOW) W18 PAVEMENT MARKINGS, STOP -LINE EPDXY, 18" (WHITE) DY PAVEMENT MARKINGS, EPDXY, 4" (DOUBLE YELLOW) YS PAVEMENT MARKINGS, EPDXY, 4" (YELLOW, 12.5 SEG, 37.5 GAP) ' ^ _______----___ — � 102+" , r�. ^�~ m nto _ CLAIRVILLE ROAD | | | � + + ST - > — > > > > — f;T — 0 - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 --v � � U) U) CLAIRVILLE ROAD PAVEMENT MARKING LEGEND W4 PAVEMENT MARKINGS, EPDXY, 4" (WHITE) Y4 PAVEMENT MARKINGS, EPDXY, 4" (YELLOW) W18 PAVEMENT MARKINGS, STOP -LINE EPDXY, 18" (WHITE) DY PAVEMENT MARKINGS, EPDXY, 4" (DOUBLE YELLOW) YS PAVEMENT MARKINGS, EPDXY, 4" (YELLOW, 12.5 SEG, 37.5 GAP) 0 10 20 40 ST E3 0 + rl- Lo — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------------— z 112+00 113+00 114+00 feN .00 115+00 116,+ 11 U) LU O !2 > Lu \_- CLAIRVILLE ROAD vs STA: 112+00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 w F_ Z _j > > > > > ------- zFM z 0 U) Z 0 A og CL Z z 0 0 0 0 IZ Z I- M (1) A w 9 V) z 0 o 1 1- X V) IR L'Ll m uj V)o Z 0 A Lu 0 10 20 40 LL. 00 4 9 0 Z Z 0 A o ce) Z Lu m gun I Lu x z < Z o ' E3 0 z lu L + > - > 0 + c\I t- r47W4 cq 19 — — — — — — — — — — — — . . . . . . . . . . . . . . . . . . . . . . . _1_2— — — — — — — — — — — — — — — — — — — — — — — w U) w '00 118 00 119+00 120+00 121+00 122�+00 G w Z CLAIRVILLE ROAD r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — ST > > > > > ST JOB NO. --- ------- j 13112,091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 41 R.: SAL(An\ --i3gg\1382\091\Dr,,inas\CAD\CMI 3d\5haetsPlan\1652M1­MMl —ING-0 11— Jul ". Z... — 1-1— PAVEMENT MARKING LEGEND W4 PAVEMENT MARKINGS, EPDXY, 4" (WHITE) Y4 PAVEMENT MARKINGS, EPDXY, 4" (YELLOW) W18 PAVEMENT MARKINGS, STOP -LINE EPDXY, 18"(WHITE) DY PAVEMENT MARKINGS, EPDXY, 4" (DOUBLE YELLOW) f:T 00 W4 F- ST ^ _ co ~. _____________t T____ � UU � +00 p= � m �w � >- � 133 +00 133 +o STA: 130+79.09/78.00'LT- } } 50-FT RADIUS � �� } �`°� -• } } 1 XPST € i 1 0 5 10 20 � SAWING EXISTING PAVEMENT (TYP.) \ ASPHALT FLUME d -ci 3 € Z STA: 131+16.77131.31'LT /! 0 POST > � " =.t BOC ELEV. 800.53 STA: 131+22.05/32.03'LT g . _ j EOP ELEV. 800.38 EDP ELEV.38 0/8687 LT I 0S _ p o EOP ELEV. 800.49 ST F_ `" STA.130+98.91/21.3TLT \ .r- N OC ELEV D�ul STA: 131+18.65/29.08'LT 1 STA: 130+71.49/17.01'LT EOP ELEV. 800.36 1 I STA: LEE. 800.2.00� BOC ELEV. 800.20 S } STA:131+63.77/0.00'T STA:131+87.94/0.29'LT IT } EDP ELEV. 801.01 EDP ELEV. 800,63 , _ 130+00 STA:130+77.76/15.50'LT j -- EOP ELEV. 800.03 131+00 [+tea m _ _ ± STA: 130+27.88/12.00'LT _a_. , a _. _ < . , - EDP ELEV. 799.83 } STA: 130+96.92/15.39'RT >yJ Z } EOP ELEV. 800.22 } STA 130+93.35/15.02'RT _ EDP ELEV. 800.18 r STA: 130+50.02/12.00'R1 C EOP ELEV. 800.31" w 130+ 18.00RT 1;� /• _ j } L' J Q Z \. OC E 800.39 \,\ / V m Z -0}: rr` §�� �• m _ STA 1 ti STA: 131+88.38140.22'RT i�$ i I. O_ v g " 31+25.18/29.69'RT ? \ - EDP ELEV. 80.54 W \MID RAD/BOC ELEV 800 62 \ \ L 4 W O Al f STA:131+89.40/46.69'RT ¢� } F O O H }\ EDP ELEV. 80.49 = W 1 STA:131+91.96/42.09'RT V 0 O V ( t z EDP ELEV. 800.47 a H J O STA:130+96.92/58.00'RT STA:131+36.92157.93'RT° }t STA:131+92d.32J48.23'RT j w W m g? 40-FT RADIUS BOC ELEV. 800.86 \ i BOC ELEV. 800.65 g� z �S Z d li cc r STA:131+90.34/52.20'RT & Q W BOC ELEV, 800,67 STA: 132+23.44167.75'RT J 40-FT RADIUS (i STA: 131+86.14170.10'RT jJ BOC/EOR ELEV. 800.75 4 v W STA: 131+87.20t6O.90'RT \ MID RAD/BOC ELEV. 800.71 v 09 1 \ STA:131+37.06/90.74'RT BOC ELEV_. 801.10 \ JOB NO. 1392.091 \ PROJECT MGR. MAY STA: 131+83.69/109.14'RT i EOP ELEV. 80.64 .� ( STA:131+86.06/103.62'RT BOC ELEV. 801.16 \ — jj l } STA: 131+86.06/109.14'RT \ STRAND j STA: 131+61.32/109.18'RT $ ASS 0 C I A T E S® { } EDP ELEV. 801.41 } BOC ELEV. 801.18 \ ii STA: 131+39.52/109.227RT a ! EDP_ ELEV. 801.41 } ? N SHEET i } I 43 FlI.- S-\MAD\1300--1399\1382\091\D..i... \CAD\Civil 3d\She.t.Pl..\1382091—INTERSECTION DETAILS.d.. Time: A.. 01. 2023 — 11:31— FlIn- S:\61A0\1300--1399\13R2\091\0..i...\CAD\Civil 3d\Sh..f.Pl—\13R2091 — CLAIRVILLE ROAD PLAN AND PROFlLE.dra llma: Jul 21. 2023 — 2:50om F-( OF ()Sl WOSH DITCH FLOWLINE CLAIRVILLE ROAD 0 10 20 40 N SAN SAN SAN SAN SAN > SAN SAN W W W —— > > W W vvW W W W - 0 (EM O 0 EXISTING EDGE OF GRAVEL SHOULDERI(TYP.) + C) EDGE OF PAVEMENT (TYP.) + 0 00 ------ 0) LLJ 85+00 86+00 87+00 88+00 89+00 90 LU z z REFERENCE LINE (TYP.),) F1 I T T T G G WATEfVKAtN-f1TT1NG-SCHEDULE-- V-5=10"VALVE STA=88+67.29,30.0LT RIGHT OF WAY (TYP.) T-3 = 10" X 6" TEE STA=88+70.29, 30.0 LT V-8 = 6" VALVE STA=88+70.29, 27.0 LT H-3 = HYDRANT STA=88+70.29,24.0 LT 850 845 840 835 830 825 I 777777�� 820 815 810 805 M MN MM%NN 86+00 1382091 — CLARVILLE ROAD PLAN AND PROI ---- ------- ------------- - 850 845 . ... .......... ..... - -- ------- ---- - 840 -SANITARY SEWER MANHOLE (4kDIAMETER)-SAN MH 13 --STA.861-27.43/40;001LT- - - -- ---- - ----- - ... ..... .. . ... .. INV 12" (N) 813;85 EXISTING PROFILE AT CLAIRVILLE rL INV 12'(S) 813.95 835 -RIM 830.71 EXISTING GROUND OVER SANITARY SEWER _j .. .. ..... ...... .... . .. ... ...... ....... ...... ... ..... PROPOSED GROUND OVER WATERMAIN - - ----- PROPOSED DITCH Ft 830 ... ------- -77— .. ..... ... . .. PROPOSED GROUND OVER SANITARY SEWER ... . . ..... — --- -- — — — — — 825 65MIN . . .�10„ DUCTILE IRON WATER MAIN ;.5 820 ............ 815 ...... ...... ......... ... ... . . ..... .......... 810 EXISTING ELEVATION OVER SANITARY SEWER .. .. .. . . .. ..... . . ... .. ...... . ... .. PROPOSED ELEVATION OVER SANITARY SEWER PROPOSED ELEVATION OVER WATER MAIN PROPOSED TOP OF WATER MAIN ELEVATION 805 mc -,v cql m o CzS 01' o� cy� col- (q c,4 o�' �q O� IcD4 - �c4 w 'C-4 i cd Ad - 6," M ID, co- 04 04 I., c., 0, M(D �acoi co._ ...... .... .. —W-OD; OD OD M,00 ODM_ 87+00 88+00 89+00 90+00 z 0 Z 0 I LL. 0 0 o 0 0 LLI z z i 3: 1382.091 PROJECTMISR. MAY 69AMI STRAND ASSOCIATES' SHEET 45 rn.. 3d Ti­ Jul 21. 2023 — 2:50,m C1t{ ?i C}SIyC}SH *i�'„45009C0 (:1' OF OS1-iKt)gti DITCH FLOWLINEZ� CLAIRVILLE ROAD REMOVE, SALVAGE, AND REPLACE RIPRAP AT EXISTING ENDWALL 0 10 20 40 SAN MH 15 .._. _y..h- .>. SAN..m ->---> aAN_,..>..._..SAN.a o s W W W W W W W W W W —5 ® EXISTING EDGE OF GRAVEL SHOULDER (TYP.) O w. s.._ F.., — r�- — .e.®®M.... _ . ,.. v EXISTING EDGE OF PAVEMENT (TYP) � �.®. � � — — - _— p0 iO----..�.�. - EXISTING CULVERT r _._�.- .v.,..,..a .. - w .,�___�...,. ,.,....r, .,..�,.... ,�.,.W.w-_-__.�,.,.�.�.., .:w_.u_.w� ..�,.�.,�_.�.....�.-...,.-..�..,.M...,�._„�.... ,., .,.,. �....,......�........ ...�..,,�. ,...,.. _ __,.,, j W z 00 91+00 92+00 93+00 94+00 96 s gn N REFERENCE LINE (TYP.) v. 4 a ,w ­ g g F1TEk MAN OITT NG SCHEDULE RIGHT OF WAY (TYP.) W z. sa a o- o- V-7 =10" VALVE STA=92+81.34, 30.0 LT i § T4= 10" X 6" TEE STA=92+84.34, 30.0 LT 4 & o ' f +V-8 = 6" VALVE STA=92+84.34, 27.0 LT CITY OF 053HKO':&l O a & a s H-4 = HYDRANT STA=92+84.34, 24.0 LT F c e e s e r Z o m a a � a 3 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 46 Ten DRIVEWAY CULVERTS - 48" RCP CLASS III ENDWALL PIPE SEGMENTS DRIVEWAY CULVERTS - RELOCATED 19"X30" RCP CLASS III ENDWALL D-43 = STA.97+62.43 / 50.07LT P40 = 116 L.F. 48" STO. @0.51 % D-47 = STA.99+07.49 141.51 LT I.E.=818.16 P-41 = 116 L.F. 48" STO. @0.51 % I.E.=818.06 D44 = STA.98+90.37 / 49.29LT P44 = 7 L.F. 19"X30" STO. @1.18% D-48 = STA.99+14.13 / 41.40LT CITY OF 06HK S St I.E.=817.51 P-45 = 7 L.F. 19"X30" STO. @1.32 % I.E.=818.01 ,z f D-45 = STA.97+62.95 / 56.57LT DITCHFLOWLINN E ; I.E.=818.16 D-46 = STA.98+90.84 / 55.65LT 1 /r 1 I.E.=817.51 CLAIRVILLE ROAD D�501Dii1 - > ---p . to ST•"= ST<W ~jN ST 6 l REMOVE, SALVAGE, AND RELOCATE _.. a_. � > >.z p EXISTING ENDWALLS o o zo w > > -V ST 3fi�+�--- STA > > Pb S _SAIL _ > _ AN7 �- > SAN SAN SAN MH 16 D-07 I - D48 REMOVE, SALVAGE, AND RELOCATE — --- -_ _- -_ m RIPRAP AT EXISTING ENDWALL W W _ W W W W W W P-4417 r P 5 C) EXISTING EDGE OF GRAVEL SHOULDER (TYP.) 23 LF 12' P`�C @ 0.20% I j� EXISTING 19"X30 RCP CULVERTS u ---- --- -- - EXISTING EDGE OF PAVEMENT (TYP) --------�----- - ------ TO BE EXTENDED O wm _ + d .®. ._ w _, _, m,<, _. < . GRAY. -<, e.�. ...F... + � CONNECT TO EXISTING 12" SANITARY SEWER STUB REMOVE EXISTING HYDRANT, REDUCER, AND VALVE -o LLJ 00 96+00 97+00 98+00 99+00 I 10 Z Z_ J � J = REFERENCE LINE (TYP ) I- „ --- - -m LLL lll.. wa._ O"WATER MAINNECTTO XISTING 10 FC u ., I- _�.. ?) w � ,,_ _...•_ J -- - WATER MAIN FITTING TING SCHEDULE V-9 = 10" VALVE STA=98+33.71, 30.0 LT RIGHT OF WAY (TYPJ �- m T-5 = 10" X 10" TEE STA=98+38.46, 30.0 LT V-10 = 10" VALVE STA=98+38.49, 23.0 LT P-2 = 10" PLUG STA=98+38.46, 31.2 LT CO-1 = CONN. PROP. 10" WM TO EX. 10" WM STA=98+38.49, 23.0 LT CITY OF OSHKOSH Q PROPERTY LINE TYP. " a 9133;1 0300 O l\ b Y 6 y 0 ST '1a� z�awwa� 845 - _-.......... 840 835 830 825 - 820 815 77 810 805 800 �v mr JJ pp 00.W 95+00 1399\1382\091\I EXISTING PROFILE AT CLAIRVILLE 4 -- - - R .. - _ -... ........... -__ __ PROPOSED GROUND OVER WATERMAIN EXISTING GROUND OVER SANITARY SEWER - -- - - r PROPOSED GROUND OVER SANITARY SEWER - - 1 cRnpn�Fn rnTru e 191 . - EXISTING ELEVATION OVER SANITARY SEWER -RIM -- PROPOSED ELEVATION OVER SANITARY SEWER PROPOSED ELEVATION OVER WATER MAIN I PROPOSED TOP OF WATER MAIN ELEVATION M__ — ------ v--.-. _...... O;.r-(D —. __ Oii.r ai (q 96+00 97+00 1382091 — CLAIRVILLE ROAD PLAN AND PRORLE.dwo Time: Jut 21. 2023 — 2:50- 845 840 _ 835 ............ _......____-- ... 830 1% 825 --- ............... EXISTING 19'X30 RCP CULVERTS -- ( __ — -- 820 - .... 815 810 ETERISAN MH 16 805 800 _t <' 99+00 100+00 z 0 N W JOB NO. 1382.091 PROJECT MGR. MAY 691iml STRAND ASSOCIATES® SHEET 47 DRIVEWAY CULVERTS - 14"x23" RCP CLASS III ENDWALL PIPE SEGMENTS WATER MAIN FITTING SCHEDULE I GENERAL NOTES: D-1 = STA.101+69.42124.83RT P-1 = 24 L.F. 14"x23" STO. 0.33 % CO-2 = CONN. PROP. 6" WM TO EX. 6" WM STA=102+54.92, 20.1 RT I.E.=821.87 @ AV-1 = 6" VALVE BOX REPLACEMENT STA=102+54.92, 20.1 RT 1. EXACT LOCATION OF LATERALS TO BE 1 P-2 = 24 L.F. 14"x23" STO. @0.66% CITY Oi OSF{iKlSH CONFIRMED WITH PROPERTY OWNERS IN THE D-2 = STA.102+05.42 / 24.50RT ,1 ,.3 5 0 X' RH-1 = RELOCATED EX. HYDRANT STA=102+54.93, 32.0 RT FIELD. 0 10 20 40 I I.E.=821.99 2. CONTRACTOR TO COORDINATE MAIL DELIVERY I D-3 = STA.102+62.44 / 22.96RT WITH POST OFFICE. MAILBOXES SHALL BE 1 I.E.=822.11 REMOVED AND REPLACED BY THE CONTRACTOR. D-4 = STA.102+98.54 / 22.54RT REPLACE EXISTING I.E.=821.87 PROPERTY MONUMENTS > > --- > > �� >—� REFERENCE LINE (TYP.) REPLACE SECTION CORNER 1 >'--' > ' EDGE OF PAVEMENT (TYP) > > > > I EDGE OF AGREGATE SHOULDER (TYP.)CLAIRVILLE ROAD - I 4 �L. cq oroi � o+ — — — — — — — — — oo - os an SAN MH 1W 101 00 0 102+00 103+00 104+00 10 zZSAN MH 2 JA --------------------- uH / -3 P-1 �.-�—� � �Lam`" —.�.��----�'PAVEMENT (TYP.) ,�,�TER VALVE, UN;, RELOCA E77 ADJUST AHYDRANT (TYP.)iSLOPE INTERCEPT SAWING EXISTING PAVEMENT 8"x4" SANITARY SEWER FACTORY WYE DITCH FLOWLINE _SAWING EXISTING PAVEMENT 4" SANITARY LATERAL (TYP.) REPLACE EXISTING CATE AND PROTECT COPPER WATER SERVICE PROPERTY MONUMENTS XISTING PROPERTY 1" CORPORATION AND STOP RIGHT OF WAY (TYP.) MONUMENTS (TYP.) BOX (TYP.) Cl i Y OF O HKOSH ,^I171;i itE 3 (TT2 GRACE ` RADIG ?675 C'.1,IRVILLE RE) =..82 CLARV ILLC ROAD 02-i'2*11 840 _ PVI STA 103+15 00 _.... 840 _-_ PVI ELEV 82689 K 842 -- - _..LVC.450 00' 835 _ HIGH PT. STA:. O1+95.34 _ 835 I s. HIGH PT ELEV:_824 73 - PROPOSED PROFILE AT REFERENCE LINE _. 830 _ 830 o - + M o a -- -o m - o - - N w__-. _WEST DITCH HIGH POINT - _ -_EAST DITCH HIGH POINT -. ..._....... EXISTING PROFILE AT REFERENCE LINE { -- -- -- -- w t> D c� __ I D i SAN STA 102+23.361EL 822.19 MH 1 STA: 102+50 70/EL. 822.51 EAST DITCH FLOWLINE (TYP.) ta- -� I 825 __. _.. S - 24L O — SANMH2 S�T0�66% to -- ..... a�033°/ _OD 24L�14x 3 — _ — - _. _ - - - _ - -_ - - --- -- - .. _ . ---- — d ~ D. 820 820 _ _ p APPROXIMATE TOP OF EXISTING WATER MAIN - ^ • ,. ._. x z z m - _-�- .WE 815 815 rf,-ar' ` ..�.._,...., '.....c.x..?N,.....'. ...s..;: r YxE X 12 WM 3 _ ,.�_ y. FLO E(TYP.) WEST DITCH FLOWLINE .. .. _- _ SANITARY MANHOLE T4 DTAMEER)=SAN MH 1... _.. N z 0 I 1382.091 PROJECT MGR. MAY 69jimi STRAND ASSOCIATES - SHEET 48 1399\1382\091\Draw!... \CAD\Civil 3d\Sh..t.Pl..\1382091 - CLAMALLE ROAD PLAN AND PROFlLE.dw. 7— Jul 21. 2023 - 2:50— WATER MAIN FITTING SCHEDULE GENERAL NOTES:.�ANI7-3 PA KIT'H.E d 1. EXACT LOCATIZ� CO-3 = CONN. PROP. 6" WM TO EX. 6" WM STA=107+76.35, 23.4 RT ON OF LATERALS TO BE ;ASSAPJDRA A KITCHEN nt i- S SRTZ'(. AV-2 =6" VALVE BOX REPLACEMENT STA=107+76.36, 23.4 RT ' 2 1 CL 1F?Vi LE '< :AD <r'aCdY1 ,; r';R SE KE CONFIRMED WITH PR PERTY OWNERS IN THE RH•2 = RELOCATED EX. HYDRANT STA=107+76.33, 30.4 RT FIELD. o o zo ao 31 Ci:.f?VEL1..E: FOk:, 2. CONTRACTOR TO COORDINATE MAIL DELIVERY DU,..03rSf:9Gb WITH POST OFFICE. MAILBOXES SHALL BE 3RLAN: 2SP,ANBAUER REMOVEDANDREP CED BY THE CONTRACTOR. SHARI J SPANBAUER 2 13 CLAIRVIE_LE ROAD 1" COPPER WATER SERVICE SLOPE INTERCEPT 1" CORPORATION AND STOP ( w r w �! GRAV 1 BIIX_ BOX (TYP.) v ) 1 3i}j?t j N REFERENCE LINE TYP b a 8"x4" SANITARY SEWER FACTORY WYE ;C3iit; w ` REPLACE EXISTING i rs t PROPERTY MONUMENTS 4" SANITARY LATERAL (TYP.) _ .r ^j a ( ) w >7-A > D 7 1.D-8 + — — — ---- ASPH --- W pp 106+00 107+00 ZSAN_SAN J = Ij SAN H 3 ASPH _ # p �----- DITCH FLOWLINE CLAIRVILLE ROAD RIGHT OF WAY (TYP.) SAWING EXISTING PAVEMENT PIPE SEGMENTS DRIVEWAY CULVERTS - 14"x23" RCP CLASS III ENDWALL DRIVEWAY CULVERTS - 19"x30" RCP CLASS III ENDWALL P3 = 24 L.F. 14"x23" STO. @2.61 % D-5 = STA.106+03.19 / 27.36RT D-9 = STA.107+75.35 / 23.86LT D-11 = STA.109+31.11 / 23.72LT P-4 = 32 L.F. 14"x23" STO. @2.63 % I.E.=811.67 I.E.=807.27 I.E.=805.13 P-5 = 32 L.F. 14'k23" STO. @1.56% D-6 = STA.106+39.14 ! 25.79RT D-10 = STA.108+19.34 / 23.16LT D-12 = STA.109+75.20 / 24.18LT P•5 = 32 L.F. 19"x30" STO. @1.04% I.E.=810.73 I.E =806.59 I.E.=804.67 :iTF:VEN 11 ::i.i^dGER D-7 = STA.106+41.06 / 26.51 LT N11C H E LF. F L. KL I-N ;Ef I.E.=810.38 :LAIRVIL.i_E ROA[2 D-8 = STA.106+85.08 ! 25.62LT I.E.=809.22 w p w D 11 w D-12 ST O P_5 �x<--,. 4.'`•.�.. a ......_d a v w v b w w -- P'6 - "�y.:,..,x Y O ASPH — — — — — — — — , ASPH O 108+00 109+00 � 11 Z SAN J J I) _ >�- x� _ EDGE OF PAVEMENT (TYP.) w w a b w w a LOCATE AND PROTECT EXISTING v EDGE OF AGGREGATE SHOULDER (TYP.) w a PROPERTY MONUMENTS (TYP.) a ADJUST WATER VALVE, RELOCATE HYDRANT (TYP.) a w w w a V v w a ^n w w b w PROPERTY LINE (TYP.) !) w a fw a v w s d 830 825 _._.-..._._.. -._ m o I i .... PVI STA 107+50.02 PVI ELEV: 809.10 K 98.47 LVC:325.00' ._ _ __ .. OD N as-- oro_--- l � 820 + a 4 EXISTING PROFILE AT REFERENCE LINE v E _ 815 -- ; 24 LF 14"x23 _. _ �.�e' i�) PROPOSED PROFILE T REFERENCE LINE P LE A o 3AN M'-I 0 810 DITCH FLOWLINE EAST (TYP.) _ —_ _ -0 79° 1 m; x 805 : vu.. _ - Y ? } • � '"`� ����w..�.�=�,.,m�_ WEST DITCH FLOWLINE f (TYP.) _ i � APPROXIMATE TOP OF EXISTING WATER MAIN oa �� 805 800 795 - 790 785 110+00 z U) z v M N O � ul z y" S F O z D U. 0 H O m W z z P. 1382.091 PROJECT MISR. MAY STRAND ASSOCIATES® SHEET 49 GENERAL NOTES: JAN11; - IZKE WAUER 1. EXACT LOCATION OF LATERALS TO BE KAY E lPANRAVER TANYA,,: PA�.-R SETZKE PROPERTY LINE (TYP.) CONFIRMED WITH PROPERTY OWNERS IN THE KAY E 27",' CLAIRVILI-E ROW; FIELD. 2. CONTRACTOR TO COORDINATE MAIL DELIVERY WITH POST OFFICE. MAILBOXES SHALL BE 0 to 20 40 REMOVED AND REPLACED BY THE CONTRACTOR. LOCATE AND PROTECT EXISTING PROPERTY MONUMENTS (TYP.) 7 4 4 1 4 < 4 4 4 4 4 4 4 4 4 i -- ED?E OF AGGREGA• TE SHOULDER (TYP.) 4 4 4 1 1 4 4 1 f 4 4 k LAIRVILLE F REFERENCE LIN . E (T YP.): 4 1 4 (4 c �O�DI . 4 4 Q1" 4 7 7- - --- - - - - -- - - - - - - - - - tf�ST —.I -77--+Z7kak —4 > r—i 0 0 0 0 4 0 LLI 113+00 114+00 11, W z SAN BAN SAN — 3: C) ASPH < 4- 73" �4 f4 l: 7 -7,r r zr D-16 4 PROTECT EX. POWER POLE .. . . . . . . . . -4 ADJUST WATER VALVE, A-1 -7— FO CMPAGS REMOVE AND RELOCATE ACCESSI 'DITCH FLOWLI E. EDGE OF PAVEMENT (TYP.) da N HYDRANT AFTER STOCKPILE -(�RAV WAY STOCKPILE SITE 4 4 SITE IS RESTORED STA. 111+35-112+35 SLOPE INTERCEPT 1 A 4 i i 4 D VEWAY CULVERTS - 119"x30" RCP CIASS IIVENDWAft 4 c § lVlPd SE& ME14 I WATER MAIN FITTING SCHEDULE RIGHT OF WAY (TYP.) D-13=STA.111+32.55127.89LT § a § d 4 4 P-7 = 32 L.F. 19"x3U'STO. @1.03% CO-4 = CONN. PROP. 6" WM TO EX. 6" WM STA=111+79.00,22.6 RT jI.E.=802.50 M = 4b L. F. 19<30l' STO. @0.61 % AV-3 =6" VALVE BOX REPLACEMENT STA=ll 1+78.94,22.6 RT D-1 4 = STA. 11 1+76.70128.29LT RH-3 = RELOCATE EX. HYDRANT STA=111+78.87,48.0 RT I.E.=802.05 crry iA- OSHKOSH D-1 5 = STA. 111+90.98 28.29RT I.E.=801.86 $HKOSH D-1 6 = STA. 112+43.00 28.20RT I.E.=801.54 EXISTING PROFILE AT REFERENCE LINE 400 L.F. 8- SAN. @ 0.40 ..... . . . ......... ------ SANITARY -SEWER MANHOLE-W DIAMETER)-SAN-MH 4 RTA 11 n+-gn n9/0 MT 111+00 112+00 1 - CLARVII-I-E ROAD PLAN AND PROFILEA.. 71- J.1 21. 2023 - 2:51- 113+00 : RIM = 803.90 114+00 820 815 810 805 800 795 790 785 780 775 115+00 lu 0 C9 IL a z 4 z 4 mi IL 0 I% Lu A A 1382.091 z 0 0 U) Z 0 0 U. 0 0 u 0 a z z 3: I PROJECT MGR. MAY I 69AMI STRAND ASSOCIATES® SHEET 50 f f 4 E a @ 14 4 4 f f E ( 1 GENERAL NOTES: e 4 4 E 4 § E & @ f § E § a E 9 4A E ( _ § �4 � � 1. EXACT LOCATION OF LATERALS TO BE iVa'l E Sf'kPiBAi3ER 4 4 4 t f E E 14 4 ¢ f la 0 CONFIRMED WITH PROPERTY OWNERS IN THE iv?_379v=H t f a E 4 ¢ 4§I f a IEI Q FIELD. DRIVEWAY CULVERTS - 14"x23" CULVERTS - 48" RCP a k f 4 4 E t I a E E 4 I4 0 2. CONTRACTOR TO COORDINATE MAIL DELIVERY RCP CLASS III ENDWALL CLASS III ENDWALL PIPE SEGMENTS STORM INLETS ° s c § 4 4 a 9 m 4I E § I41 WITH POST OFFICE. MAILBOXES SHALL BE TYPE AND GRATE 4 4 f 4 I E § $ k V% REMOVE AND REPLACED BY THE CONTRACTOR. 0 10 20 40 D-17 = STA.117+86.90 / 27.16LT 1-9.2 = STA.116+56.03 / 35.28RT P-9 = 12 L.F. 36" STO. @1.00% I-9.1 = STA.116+56,03 / 27.64LT ' 1 4 4 4 4 ( N I.E.=799.94 I.E.=797.37 % RIM=799.28 WISDOT INLET MEDIAN 2 GRATE 4 4 l a f 4) I W P-10=36L.F.48'STO.@7.74/ E € AEGNIR I.E.=794.04 a k 4 a 4 4 � a k E 4 1� (,) D-18 = STA.118+30.91 / 27.14LT P-17 = 32 L.F. 14"x23' STO. @0.39% E a E g p a E (y E f I l; V I E -.A R i �C 3r# R I.E.=800.11 P-18 = 24 L.F. 14'x2W STO. 0.56% - § E 4 a t k ¢ E a § & 1 I JI ' D-19 = STA.118+52.86 / 27.03LT' ' ' ' @ ® » < < a 8 E 4 4 t 4 t f a k 4 4 _* a# f 4 E 4 4 3 4 E E § E 4 4 4 f E f 4 r 4 t f) 41 f & 4 4 { } 1Ct 5/:i , I.E.=800.16" 4 a § § f a E s 4 4 t § s a E E 4 E 4 e, f a k i 4 t E 4 E 4 ^4 4 i E f I 4 § a $ I 4 . SA l- -,kt' �- _ 4 s E o- a k a § 4 a � a E E I a( 4 a E _ 4 5 §" a a 4 & d 4 4 & @ a k 4 4 4 & F 4 4 E 6 I a E & 9'1iFt._ D-20 = STA.118+88.86 / 27.47LT ) E I.E.=799.96 a E f 4 k 4 DITCH FLOWLINE 4 4 a a f E 4 m § 4 4 k a E 4 4 • REFERENCE LINE (TYP.) E § t a E GI?A� 4 4 < f a E E a4 4 . t < EDGE OF PAVEMENT (TYP.) 4 E 4 4 § 4 4 4 a k l f •.,.- I-9.1 a 4 4 s 4 a I4 4 E 4 4 a a E A A* 4 4 4 SAN MH 6 1 1 19 D§ w..,a,w.�". c...t-......;.. `..E,,,..� § fir- ^-a--s--a.--,•` �a' .a_..,r ..,. 6.,�.� �' �f3D20 ,„,., < -^-a - 4 4 a E f_+ E 4 4 V 4 a E f _- 4 E 4 a a E a `� E a f a E 4 4 E 4 E a a 4 a s a- 4'."-- `.`` ..�, P 17 D 18 E 4,"Pd P-18`-:. a a F.,,.. @ _�,.4._...-.s.�.»»�....,, as....�,E ..«.4. �_ a.w.:1� �' 4 ff., o + __ -_ - - ° -.._ �._.. .. S-6 ++ - ASPH Lr) �- S-9 ST ST ST ST I ST ST ST ST W 00 116+00 117+00 118+00 119+00 12 LU z P J J SAN MH 6 ; - _ E - _ E E 4 E 6 4 @ 4 E 4 & & k E a E 4 9 \'G1Y_`E/ tl >- zm.�-- �>�.a•,"---�.-Q`,i�. .�.-...� w�- __.,, �,, _�,w �3f"'"'�".�4-'�-:e < <E>�""_.,_` <4 a E f E 4 e 4 a E 4 E a 4 4 a �' f E E 1 9 2 § . 4 �� _ _ .. d EDGE OF AGGREGATE SHOULDER (TYP.) SLOPE INTERCEPT CLAIRVILLE ROAD WATER MAIN FITTING SCHEDULE RIGHT OF WAY (TYP.) CO-5 = CONN. PROP. 6" WM TO EX. 6" WM STA=116+28.65, 23.1 RT AV4 =6" VALVE BOX REPLACEMENT STA=116+28.65, 23.1 RT RH4 = RELOCATE EX. HYDRANT STA=116+28.52, 49.0 RT PROPERTY LINE (TYP.) iEFFi:EY L FOUST CffY OF 05HKO-SH 285F: Gip IRvILLE ROAD 820 815 810 805 - 800 795 f ,Y 790 sm 785 780 775 0 M ____. 00 115+00 1399\ 1382\091\Di EXISTING PROFILE AT REFERENCE LINE WEST DITCH LOW POINT -/.. STA 116+50.00/EL 799.25 EAST DITCH LOW POINT_ STA 116+56 06/EL 797.37 APPROXIMATE TOP OF EXISTING WATER MAIN - ... 116+00 - CLAIRVILLE ROAD PUN AND PROFlLE.dwo Time: Jul 21. 2023 - 2:51nm z N W cd PVI STA 118+50.02 i bzu - - - - - _ PVI ELEV 803.65 - E m Z - -- K 100 00 ( _ Z z LVC:100.00' a F = V! HIGH PT STA 118+50.02 815 = IZII p T+ HIGH PT ELEV: 803.53 - - Jd c _ Z O Z 7 81 O 10 J LL. O C1 o PROPOSED PROFILE AT REFERENCE LINE o 0 _ - w O1 __.___.._.. co .-- •- __. _.. m ri _._.. o_. .-- -...._ ...... . _._. p C1 a m o _ °° m _� _ ° OD= F F - - _ m n 805 J W z n~ n~ 3 6a SAN MH 6 EAST DITCH HIGH POINT WEST DITCH FLOWLINE (TYP.) STA: 119+0000/EL 800.62. - 3 x23 O. 9/ 24� / _ _ _- - - 800 W WEST DITCH HIGH POINT EAST DITCH FLOWLINE (TYP.) STA: 118+50.04/EL. 800.17E 131 LF 48" STO @ 0.10% 405 LF 4' x 6' BOX CULVERT STO @ 0 07 % 795 12' .�.-_ _._. .;.• -:,:�^ � �-� ".� ��` �" �.: ° � �.n`;�, �• � '� �.y,E.X . -., , 790 2M SEWER MANHOLE�i8' DIAMETER)-S-9 - -+ _ _ _... _ __ 116+56.02/10.00 LT---( - STORM SEWER MANHOLE 18 X8' BOX)-S-6 16" W 793:86 -E STA.117+94:58/10:05'L-T---- .. - 6..__.... ............ _ - 8" N 792.51.. _. INV 48" W 792.37 _ i ... -- -. 8' E 793:86 INV 48" S 792 37 I 785 802 60 - - ` INV 72" N 792.37 - - 308 L.F. 15" SDR 26 SAN. @ 0.15% RIM = 803.17 - -- -- - -- SANITARY SEWER MANHOLE W/ DROP DIAMkTER) SAN MH 6 - - EXISTINGELEVATIONATREFERENCELINE - - j STA:t18+1660/000'T - - .. - - -- PROPOSED ELEVATION AT REFERENCE LINE i INV B" (S) 789.23 780 INV 15` (N) 782 94. - s - : INV 15,,.(W) 783 04' - - INV 8" (S) 783.04 RIM = 803.47 1. 775 ._ ...._ _... ria� GO, r6cn ...... 00€ _.___ Cflh 00 00: 00j 00 0 0 .m_m_ .._. .. Mmt. mm.._ _.._ mm__. __-. ram, 117+00 118+00 119+00 120+00 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 51 GENERAL NOTES: WATER MAIN FITTING SCHEDULE 1. EXACT LOCATION OF LATERALS TO BE TYt fFi is L"vE ;3 ERZ�"-- CO-5 = CONN. PROP. 6" TO EX.6" STA 9.18, 22.4 RT b"iCKiE L R( 1D CONFIRMED WITH PROPERTY OWNERS IN THE SSACA, Z t^;' t Di'Eit AV-5 =6" VALVE BOX REPLACEMENT STA=120+39.18, 22.4 RT ��c` C€_�;iF'.l'1!_€.t:: ><;:%r•.i) o to 20 ao PL TA 39.18, FIELD. %E's0's �'€.?i(r't}{€.k..[= FOi-i1:7 4 � 1 0f'F=S' R I i0FFPAAN RH-5 = RELOCATE EX. HYDRANT STA=120+39.19, 31.0 RT 2. CONTRACTOR TO COORDINATE MAIL DELIVERY EDGE OF AGGREGATE J'tf : f'1) v' MONI:,A J HOFFMAi CO-7 = CONN. PROP. 6" WM TO EX. 6" WM STA=124+27.49, 26.2 RT WITH POST OFFICE. MAILBOXES SHALL BE W REMOVED AND REPLACED BY THE CONTRACTOR SHOULDER (TYP.) E3�Ei ;'=j,-, 3 ILL_ [--,(.,ADAV-6 " "' =6" VALVE BOX REPLACEMENT STA=124+27.49, 26.2 RT RH•6 = RELOCATE EX. HYDRANT STA=124+27.51, 31.0 RT RIGHT OF WAY (TYP ) SLOPE INTERCEPT REPLACE EXISTING Wx4" SANITARY SEWER FACTORY WYE PROPERTY MONUMENTS INSULATE WATER SERVICE AT a 4" SANITARY LATERAL (TYP.) DITCH FLOWLINE -- =-------- - REFERENCE LINE (TYP.) STORM CROSSING (TYP.) e I LOCATE AND PROTECT SAWING EXISTING PAVEMENT E EXISTING PROPERTY 1" COPPER WATER SERVICE 1" CORPORATION AND STOP EDGE OF MONUMENTS (TYP.) � MEN BOX (TYP.) PAVEMENT (TYP _ _--'--- --------_ r ASi b PH — — — — — — — — — -23 D-28)> �-..� < < " 4 ST+" c > > O0 e N a ASP C)0 ASPH N� ST ST ST ST +22+0 ST ST --- -- 8T ST� 123+00 124+00 " Sl-" -ST" " ST 12 04 W _—_ ADJUST WATER VALVE, tl RELOCATE HYDRANT i\ 6'A6" SANITARY SEWER FACTORY WYE 6" SANITARY LATERAL I 2" COPPER WATER SERVICE 2" CORPORATION AND STOP BOX SAWING EXISTING PAVEMENT Z ASPH r j ASPH P-23 \� D 26 — ---- -1=— a D_29 { ;, - D_S0 T _... —..._e..` .� �vy CLAIRVILLE ROADrE ASPH �vn v of"� / DRIV AT CULVERTS • 19"x30" RCP CLASS III ENDWALL PIPE SEGMENTS STORM INLETS TYPE AND GRATE ADJUST WATER VALVE, D-21 = STA.121+10.29 / 24.68RT D-25 = STA.122+80.07 / 26.07RT P-19 = 40 L.F. 19"x30" STO. @0.50% 1.5.1 = STA.122+00.02 / 29.16LT WISDOT INLET MEDIAN 2 GRATE RELOCATE HYDRANT I.E.=799.57 I.E.=798.26 P-20 = 14 L.F. 36" STO. @1.00% RIM=798.00 D-22 = STA.121+62.29 / 24.75RT D-26 = STA.123+g0.07 / 25.73RT P-22 = 32 L.F. 19"x30" STO. @0.23 I.E.=792.78 LE.=799.31 LE.=797.96 P-23 = 48 L.F. 19"x30" STO. @0.50% D-23 = STA.122+67.85 / 26.06LT I.E.=798.34 D-27 = STA.124+30.20 / 25.89LT I.E.=797.30 P-24 = 32 L.F. 19"x30" STO. @0.40% P-25 = 24 L.F. 19"x30" STO. @0.50% D-24 = STA.123+11.82 / 24.53LT D-28 = STA.124+7q.20 125.61 LT I.E.=798.44 J=- -F; c:Y':.. FJ€J:1 I.E.=797.13 EFI=E=Y S_ C€i-_%. i 85"; 01AIRVI€.L.E= ROAD— D-29 = STA. 124+41.88 1 25.16RT PROPERTY LINE (TYP.) LSSO C _i;iF;?iL€.E ROAD I.E.=797.45 GJ^_0407'04 D-30 = STA.124+77.88 / 24.95RT I.E.=797.27 j # I 121+00 122+00 — CINRNLLE ROAD PLAN AND PRORLE.dwo V— Jul 21. 2023 — 2:51- APPROXIMATE TOP OF EXISTING WATER MAIN _.._ . E EXISTING ELEVATION AT REFERENCE LINE j PROPOSED ELEVATION AT REFERENCE LINE 123+00 x 124+00 PROPOSED PROFILE AT REFERENCE LINE 820 815 810 805 800 795 790 785 780 775 125+00 3 1352.091 ' PROJECT MGR. ' MAY 69AM&I STRAND ASSOCIATES® SHEET 52 GENERAL NOTES: WATER MAIN FITTING SCHEDULE S (_-V=P! L. i=(J.fi:T S'LVEN, L) ' °•rlt 1. EXACT LOCATION OF LATERALS TO BE CO-8 = CONN. PROP. 6" WM TO EX. 6" WM STA=128+32.80, 24.1 RT VV ,1,_ ;- RAND CONFIRMED WITH PROPERTY OWNERS IN THE AV-7 =6" VALVE BOX REPLACEMENT STA=126+32.80, 24.1 RT gp>y <;L.A;P\fl?_..: ROAD :,;BIC€AlRV3LL.EROAD FIELD. RH-7 = RELOCATE EX. HYDRANT STA=128+32.80,31.1RT 2. CONTRACTOR TO COORDINATE MAIL DELIVERY 0 10 20 40 WITH POST OFFICE. MAILBOXES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. LOCATE AND PROTECT EXISTING PROPERTY MONUMENT (TYP.) PROPERTY LINE (TYP.) SAWING EXISTING PAVEMENT EDGE OF AGGREGATE STIJART CN1ILLER SHOULDER (TYP.) REPLACE EXISTING PROPERTY CLAIRV€L: E €2 ,A[) REFERENCE LINE (TYP.) MONUMENT INSULATE WATER SERVICE AT �(�Vl- �31Iv EDGE OF PAVEMENT (TYP.) STORM CROSSING (TYP.) ✓l�✓I �/ �fliRIGHT OF (_ -- ------ WAY (TYP.) 4 (.,_I �altit t (_,. _• . e �� CLAIRVILLE ROAD _f drtl�i1 - _„_ 3T O + ASPH p — ! ASPH )--tom — ---�-- ---- -- — - ,,,,,,,,,,,,,,,,,w.s.._- � S.r— 6-4--�.2T, W 00 126+00 127+00 128+00 129+00 Z = S NMHB N SANMH9 Q ASPH— #' `- .._&.,,..�,,.',..a— a a�-'.'-'3'-` �`&' 820 ................ .............. ............... .............. 815 810 ._.._......._ m 805 + o 800-o f 795 790 � A 785 780 775 - 125+00 ,'..�.•�< S fA_ { 1-j Ill 2 � � � ��_..�-- --t'�-x w .%� e, � ..�_� � <�� to -` D-35 a � r� 1" COPPER WATER SERVICE __ SLOPEINTERCEPTADJUST WATER VALVE, DITCH FLOWLINE RELOCATE HYDRANT TYP.) 1" CORPORATION AND STOP d ( BOX (TYP.) DRIVEWAY CULVERTS - 14"x23" DRIVEWAY CULVERTS - 18"x30" CULVERTS • 36" RCP 8"x4" SANITARY SEWER FACTORY WYE PIPE SEGMENTS RCP CLASS III ENDWALL RCP CLASS III ENDWALL CLASS III ENDWALL 4" SANITARY LATERAL (TYP.) P-26 = 32 L.F. 19"x30" STO. @0.50% D-33 = STA.125+65.41 / 25.55LT D-31 = STA.125+06.07 / 25.47LT 1-3.2 = STA.128+56.32 / 27.39RT P-27 = 11 L.F. 36" STO. @0.50% I.E.=796.89 I.E.=796.97 I.E.=796.17 P-28 = 32 L.F. 36" STO. @0.50% D-34 = STA.126+25.41 / 24.98LT D-32 = STA.125+50.07 / 25.80LT JET FY[EY J FOUST P-30 = 48 L.F. 14"x23" STO. @0.48% I.E.=797.17 LE. 796.75 F'OAO P-31 = 32 L.F. 19"x30" STO. @0.25% D-37 = STA.129+79,23 / 22.44RT D-35 = STA.127+64.89 / 26.74RT I.E.=797.60 I.E.=796.52 STEV_ i d !_ F0A)ST P-32 = 15 L.F. 24" STO. @0.50% 1 CAR1 J i=<7E :>" D-39 = STA.129+75.30 / 27.37LT D-36 = STA.128+08.88 / 27.36RT P-33 = 29 L.F. 36" STO. @10.80% I.E.=796.34 I.E. 796.41 ) S rS CLAlfzb't L-- RDAO i 126+00 127+00 - CLNRVILLE ROAD PLAN AND PRORLE.d.. Ti— J.1 31. 2023 - 10:18.. 128+00 STORM INLETS TYPE AND GRATE I I-3.1 = STA.128+56.32 / 29.56LT RIM=795.62 TYPE 1 INLET W/ R-2560-D3 GRATE I.E.=792.73 1-4.1 = STA.125+56.87 / 25.93LT WISDOT INLET MEDIAN 1 GRATE RIM=796.72 I.E.=792.42 1-4.2 = STA.125+56.87 / 26.87RT WISDOT INLET MEDIAN 1 GRATE RIM=796.48 I.E.=792.52 ( -.- ..... -.... ....... _ R7n 129+00 fl • 11 \ ; : • • 00 eoe 000 00 ie'e'e-e•oei::oii'oi�-:::: �i i i oo• oo ✓: o'::: o'o'o'ov.... ��i �': i i poi .�i .o�����oo�.�.���������i i moo i�i , IIII IIII III 130+00 z O 7 s 1382.091 z W z O w = N 3 x oz p o L) 0 v m W z z 3 ' PROJECT MAY I MAY 6: Atal STRAND ASSOCIATES® SHEET 53 399\1392\091 Dr I ! (r GENERAL NOTES:Zr3._ (AiR� iLL 1. EXACT LOCATION OF LATERALS TO BE ~ r CONFIRMED WITH PROPERTY OWNERS IN THE REPLACE EXISTINGy d f ( SAWING EXISTING PAVEMENT (TYP.) C FIELD. PROPERTY MONUMENTS w ASPHALT FLUME j \ 2. CONTRACTOR TO COORDINATE MAIL DELIVERY \ 0 10 20 40 WITH POST OFFICE. MAILBOXES SHALL BE 1 '— — W REFERENCE LINE (TYP.) \ REMOVED AND REPLACED BY THE CONTRACTOR. 6 I �i r ASP S� ST 00 131+00 132+00 n 133+00 133+50 ++ ` § _.{ t { T CLAIRVILLE ROAD o s yy � I SAN MH 10 \ \ (_ ASPH Z �" �� n REPLACE EXISTING z 4A >. U P-35 D 36 —��W �\ (-� sp� SECTION CORNEF g \\ ASPHALT FLUME \ < & � DRIVEWAY CULVERTS - 14"x23" RCP CLASS III ENDWALL D-38 = STA.130+23.23 / 22.48RT REPLACE EXISTING I.E.=797.82 � �v � � W'( PROPERTY MONUMENTS `r + Ca D-40 = STA.130+19.23 / 30.06LT W " TEE 30" RCP INTO 4'x6' BOX CULVERT I.E.=795.76 z RIGHT OF WAY (TYP.), I' ' S-1 STORM INLETS PIPE SEGMENTS SLOPE INTERCEPT (TYP.) TYPE AND GRATE _ Y � P-35 = 32 L.F. 14"x23" STO. @0.50% J I-1 = STA.131+86.07 / 103.43RT TYPE 3 W/ R-3067 GRATE % / RIM=801.13 P 36 = 32 L.F. 14"x23" STO. @1.31 / � Q I.E.=793.80 P-38 = 29 L.F. 30" STO. 5.25 EX. I.E. 24" (E)=793.85 @ 4'x6' BOX CULVERT END SECTION 3 - 93 85 PROPERTY LINE (TYP.) 1 - ; may. 1.E.=791.35 S1'Ei'£_PJ _ F: Wil` I 1 1 . REMOVE EX. 30' RCP AND ENDWALL CLAFVR,LF FtOAD CORE INTO EXISTING MANHOLE �_ M'�70 (0 �_,. ♦\\ �i if \\ a 815 EXISTING PROFILE AT REFERENCE LINE x 791.36 792.1.1..__. 79136.. 7 0, EXISTING ELEVATION AT REFERENCE LINE i ' - PROPOSED ELEVATION AT REFERENCE LINE 1 i 131+00 J.1 21. 2023 - 2:51- 132+00 OVV 795 790 785 IMH 780 775 770 133+00 133+50 JOB NO. 1382.091 PROJECT MGR. MAY g. ml STRAND ASSOCIATES° SHEET 54 REFERENCE LINE (TYP.) N BASIN ACCESS ROAD — — — — — — — — — — — — — — — — — — — — — — — -- 0 10 20 40 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 298+40 299+00 300+GO 301+00 302+00 303+00 E L P'j Q9 ST- ST - - - - - - - - - - - --- - - _N� -- - - - - - - - - - - 0 R27' ITCH FLOWLINE EDGE OF AGGREGAT CO DRIVEWAY (TYP.) EL., 1502 0) w GRAV SLOPE z :3 C) AGGREGATE PARKING AREA - - - - - - - - - - - RURAL 11 DETENTION BASIN OUTLET STRUCTURE - PROPERTY LINE 825 820 815 EXISTING GROUND PROFILE AT REFERENCE LINE PROPOSED PROFILE AT REFERENCE LINE 810 To c DITCH FLOWLIFNE _w w - ---------- - - . ... .. (o LU 805 .0.99% h. 0,69% ... ..... .. .. .. - STORM SEWER MANHOLE (6- DIAMETER)-S-8, - - - - - - - - - - -- - _- - - - - ----_-- - - - - - - - - t STA.300+96.40/15.00IRT - - - - INV 361, SW 792.83 800 INV 48-E 792.83 .... RIM = 804.13, ....... xxxx""xxx 0 N 162 N&� 0 @ 0. 1 1% 795 --------- -- - — ----- -- ----- ELEVATION AT REFERENCE LINE 790 PROPOSED ELEVATION AT REFERENCE LINE ---- -- ----- - 785 ------ co q _�i fD cq N 16 121 COO 18 o 8 7 coHiroo,. OD 80 780 298+40 299+00 300+00 301+00 302+00 303+00 303+63 ... \CA[)\CMI 3d\Sh..t.Pl..\1382091 BASIN ACCESS ROAD PLAN AND PROFILE.dwn Time: Jul 21. 2023 2:52,m J 1382.091 PROJECT MOR. MAY AL ml STRAND ASSOCIATES® SHEET 55 z V1 z O v N N O ; = H N = O 0 O L) F O v m W z z 1382.091 I PROJECT MAY ' MAY 69AMI STRAND ASSOCIATES® 303+63 304+00 ( 305+00 rn.• c•\uen\t3n0--1399\1382\091\Orowinas\CAD\Civil 3d\Sh..tsPian\1382091 — RASIN ACCESS ROAD PLAN AND PROF1LE.d— time: Jut 21. 2023 — 2:53om 306+00 307+00 307+70 SHEET 56 BID ITEM NUMBER 1050 1100 1110 1120 1200 1230 1360 1372 1444 1451 REMOVING CONCRETE RESTORE REMOVING REMOVING CURB AND ASPHALT UNCLASSIFIED GROUND ADJUST GRAVEL 30" CURB AND 36" MOUNTABLE BID ITEM MOBILIZATION PAVEMENT AND GUTTER SIDEWALK AND EXCAVATION STABILIZATION MANHOLES AND DRIVEWAY/ GUTTER CURB AND GUTTER FABRIC INLES DRIVEWAY APRON UNITS LS SQYD LF SQFT CUBICYD SQYD EACH SQYD LF LF STREET NAME CLAIRVILLE ROAD 8,420.0 200.0 4,840.0 9,620.0 6,060.0 34.0 110.0 100.0 100.0 UNDISTRIBUTED 1.0 CONTRACT TOTALS 1.0 8420.0 200.0 4840.0 9620.0 6060.0 34.0 110.0 100.0 100.0 W a 0 z 0 a rc z 61 z z O H v o: f 0) v z a z m C v 1= W Y } I c HZ C o goo o m a z W 0. I z_ w ; W W OS V �S W N JOB NO. 1382.091 PROJECT MGR. MAY �. STRAND ASSOCIATES® SHEET 57 z PAVEMENT PAVEMENT O HMA PAVEMENT MARKINGS; z (WHITE) (WHITE) W UNITS TONS TONS SQYD LS LF LF LF LF LF EACH O STREET NAME W o CLAIRVILLE ROAD 280.0 2,670.0 30.0 1.0 6,000.0 2,500.0 17.0 Z UNDISTRIBUTED 6,840.0 75.0 2.0 O CONTRACT TOTALS 280.0 2 BID NUMBER 1650 1651 1652 1700 1800 1801 1802 1900 LOCATE EXISTING REPLACE REPLACE 3/4" BASE 3" BASE EXISTTNG SAW EXISTING 1-1/4" BASE BID ITEM PROPERTY SECTION AGGREGATE AGGREGATE TACK COAT PROPERTY PAVEMENT AGGREGATE DENSE MONUMENTS CORNER DENSE DENSE MONUMENTS UNITS EACH EACH EACH LF TONS TONS TONS GALLONS STREET NAME CLAIRVILLE ROAD 400,0 710.0 7,210.0 4,260.0 BASIN ACCESS ROAD 1,390.0 UNDISTRIBUTED 16.0 1.0 7.0 250.0 CONTRACT TOTALS 16.0 1.0 7.0 400.0 710.0 8600.0 4260.0 250.0 BID NUMBER 1901 1902 1935 1960 1974 1975 1978 1990 1991 1992 File: S:\IAAD\1300--1399\1382\091\Drawings\CAD\Civil 3d\SheetsPlan\1382091-OUAMIDFS.dwa Ti- Aua 01. 2023 - 11:38am W a c z 0 N w z d z LL z 0 H v o: N z 0 v z a z H 00 z W 0 F� Z iu F ; a o HZ O n O t0.1 F O 0 O m W W z H x z W 3 h 3 Y W W o: c+ o: N JOB NO. 1382.091 PROJECT MGR. MAY STRAN D ASSOCIATES° SHEET 58 BID ITEM 200412" STORM SEWER STARTSTRUCTURE END STRUCTURE LENGTH 0-2 S-10 34 UNDISTRIBUTED 0 BID ITEM 2004TOTAL 34 BID ITEM 2016-24" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH D-41 D-42 108 I-3.1 S-3 14 UNDISTRIBUTED 0 BID ITEM 2016 TOTAL 122 BID ITEM 2022-30" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH I-1 S-1 29 UNDISTRIBUTED 0 BID ITEM 2022 TOTAL 29 BID ITEM 2025-36" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH I-3.2 S-3 27 I-4.1 S-4 11 I-4.2 S-4 32 I-5.1 S-5 14 I-9.1 S-9 12 0-1 S-8 162 5-10 5-11 100 UNDISTRIBUTED 0 BID ITEM 2025 TOTAL 358 BID ITEM 2031-48" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH D-43 D-44 112 D-45 D-46 112 I-9.2 S-9 34 S-7 S-6 90 S-8 S-7 S-6 UNDISTRIBUTEDBID W547S-9 ITEM 2031 TOTAL BID ITEM 2047-19"X30" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH D-11 D-12 32 D-13 D-14 32 D-15 D-16 40 D-21 D-22 40 D-23 D-24 32 D-25 D-26 48 D-27 D-28 32 D-29 D-30 24 D-31 D-32 32 D-35 D-36 32 UNDISTRIBUTED 0 BID ITEM 2047 TOTAL 344 BID ITEM 2072-4'X6' STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH S-1 WW-1 8 S-2 S-1 139 S-3 S-2 243 S-4 S-3 299 S-5 S-4 357 S-6 S-5 401 UNDISTRIBUTED 0 BID ITEM 2072TOTAL 1447 BID ITEM 2045-14"X23" STORM SEWER STARTSTRUCTURE END STRUCTURE LENGTH D-1 D-2 24 D-3 D-4 24 D-5 D-6 24 D-7 D-8 32 D-9 D-10 32 D-17 D-18 32 D-19 D-20 24 D-33 D-34 48 D-37 D-38 32 D-39 D-40 32 UNDISTRIBUTED 0 BID ITEM 2045 TOTAL 304 BID ITEM 2236 BID ITEM 2240 BID ITEM 2241 TYPEIINLET WDOTINLET WDOTINLET (NEENAH MEDIAN 1GRATE MEDIAN 2GRATE R-2560-D3) NUMBER EACH EACH EACH I-3.1 1 I-4.1 1 I-4.2 1 I-5.1 1 I-9.1 1 5-10 1 STREET TOTALS 1 2 3 UNDISTRIBUTED 0 0 0 CONTRACTTOTALS 1 2 3 BID ITEM 2113 BID ITEM 2203 BID ITEM 2205 BID ITEM 2211 BID ITEM 2215 BID ITEM 2215 .BID ITEM 2226 STORM MH RISER STORM MH STORM MH STORM MH STORM INLET MH STORM INLET MH STORM SEWER MANHOLE (4' DIA) MANHOLE (6' DIA) MANHOLE (8' DIA) 8'X8' BOX MANHOLE (6' DIA) MANHOLE (6' DIA) OUTIETSTRUCTURE R-4341 FRAME R-3067 FRAME RURAL II BASIN NUMBER V.F. V.F. V.F. V.F. V.F. V.F. EA I-1 6.25 S-1 0.61 S-2 3.48 S-3 2.29 S-4 2.27 S-5 4.11 S-6 10.05 g_7 6.64 S-g 10.55 $-g 9.34 STREETTOTAIS 12.76 10.55 9.34 10.05 6.64 6.25 0.00 UNDISTRIBUTED 0 0 0 0 0 0 1 CONTRACT TOTALS 13 11 9 10 7 6 1 BID ITEM 2144 BID ITEM 2147 BID ITEM 2149 BID ITEM 2154 BID ITEM 2155 BID ITEM 2171 24" RCP APRON ENDWALL 36" RCP APRON ENDWALL 48" RCP APRON ENDWALL 14" X 23" RCP APRON ENDWALL 19" X 30" RCP APRON ENDWALL 4' X 6' BOX CULVERT END SECTION NUMBER EACH EACH EACH EACH EACH EACH D-1 1 D-2 1 . D-3 1 D-4 1 D-5 1 D-6 1 D-7 1 D-8 1 D-9 1 D-10 1 D-11 1 D-12 1 D-13 1 D-14 1 D-15 1 D-16 1 D-17 1 D-18 1 D-19 1 D-20 1 D-21 1 D-22 1 D-23 1 D-24 1 D-25 1 D-26 1 D-27 1 D-28 1 D-29 1 D-30 1 D-31 1 D-32 1 D-33 1 D-34 1 D-35 1 D-36 1 D-37 1 D-38 1 D-39 1 D-40 1 D-41 1 D-42 1 D-43 1 D-44 1 D-45 1 D-46 1 I-3.2 1 I-9.2 1 5-11 1 WW-1 1 STREET TOTALS 2 2 5 20 20 1 UNDISTRIBUTED 0 0 0 0 0 0 CONTRACT TOTALS 2 2 5 20 20 1 Fle: S:\AIAD\1300--1399\1382\091\Drawinos\CAD\Civil 3d\ShnetnPlan\1382091-OL1ANtrt1ES.dwa Ti- Jul 37. 2023 - 3:52om BID NUMBER 2500 2506 2512 2514 2522 2527 BID ITEM TYPE A INLET PROTECTION TYPE D INLET PROTECTION STONE TRACKING PAD SILT FENCE DITCH CHECK ROCK DAM UNITS EACH EACH EACH LF EACH LF STREET NAME ZONE A 7.00 4.00 - - - - ZONE B - - - - - 275.0 UNDISTRIBUTED - - 4.00 9,050.00 74.00 - CONTRACT TOTALS 7.0 4.0 4.0 9050.0 74.0 275.0 BID NUMBER 2603 2610 2612 2620 2622 2624 2634 2638 2649 2659 BID ITEM INSTALL SALVAGED TOPSOIL6" DEPTH NATIVE SEEDING (FLOODPLAIN MIX) NATIVE SEEDING (MESIC MIX) TURF GRASS NO -MOW FESCUE COVER CROP (TEMP SEEDING) CLASS 11, TYPE B EROSION MAT TURF REINFORCEMENT MAT MEDIUM FIELD STONE RIP -RAP ARTICULATED CONCRETE BLOCK MAT UNITS LS SQYD SQYD SQYD SQYD SQYD SQYD SQYD SQYD SQYD STREET NAME ZONEA - - - 7,500.0 - - - - - - ZONE B - 114,000.0 103,000.0 - - - - - - 2,100.0 UNDISTRIBUTED 1.0 - - - 150,000.0 680,000.0 35,000.0 3,930.0 350.0 - CONTRACT TOTALS 1.0 114000.0 103000.0 7500.0 150000.0 680000.0 35000.0 3930.0 350.0 2100.0 BID NUMBER 2804 2860 2914 2915 2916 2934 2935 2936 REMOVE, GENERAL REMOVE 30" AND STORM SEWER GENERAL SALVAGE, AND CLEAR AND GRUB CLEAR AND GRUB CONSTRUCT CLAY EXCAVATION BID ITEM SMALLER STORM RELOCATE EX. UTILITY LINE (ZONE A) (ZONE B) LINER EXCAVATION (CLARK HILL FARM SEWER OPENING (RURAL II) ENDWALL BASIN) UNITS LF EA EACH LS LS LS LS LS STREET NAME ZONE A 550.0 2.0 - 1.0 - - - - ZONE B - - - - 1.0 1.0 1.0 1.0 UNDISTRIBUTED - - 20.0 - - - - - CONTRACT TOTALS 550.0 2.0 20.0 1.0 1.0 1.0 1.0 1.0 W 0 z 0 N W d z y z W 2 F F� 09 Qz z d Z z O a z F 00 z z o 0 F = N_ N Lu o �+ W � Lu oZ p o 0 Q F O � � m J o H Lu z_ Z 3 O � W z O n H W W y JOB NO. 1382.091 PROJECT MGR. MAY '19AMI STRAND ASSOCIATES - SHEET 59 Flle: S:\MAD\1300--1399\1382\091\0rawtnas\GD\Civil 3d\SheelaPlan\1382091-OL1ANtITIFS.dwa Ti- Sul 31. 2023 - 3:52om BID ITEM 3030- 8" SANITARY SEWER START STRUCTURE ENDSTRUCTURE LENGTH(FT) SAN MH 1 SAN MH 2 250 SAN MH 2 SAN MH 3 350 SAN MH 3 SAN MH 4 300 SAN MH 4 SAN MH 5 400 SAN MH 5 SAN MH 6 367 UNDISTRIBUTED TOTAL - BID ITEM 3030TOTAL 1667 BID ITEM 3034-12" SANITARY SEWER START STRUCTURE END STRUCTURE LENGTH(FT) SAN MH 11 SAN MH 12 322 SAN MH 12 SAN MH 13 375 SAN MH 13 SAN MH 14 400 SAN MH 14 SAN MH 15 400 SAN MH 15 SAN MH 16 400 SAN MH 16 EXISTING 23 UNDISTRIBUTED TOTAL - BID ITEM 3036TOTAL 1920 BID ITEM 3036 -15" SANITARY SEWER START STRUCTURE END STRUCTURE LENGTH(FT) SAN MH 6.1 SAN MH 6 38 SAN MH 6 SAN MH 7 308 SAN MH 7 SAN MH 8 400 SAN MH 8 .SAN MH 9 400 SAN MH 9 SAN MH 10 169 SAN MH 10 EXISTING 172 UNDISTRIBUTED TOTAL - BIDITEM 3036TOTAL 1487 BID ITEM 3412- 24" SANITARY CASING START STRUCTURE END STRUCTURE LENGTH(FT) SAN MH 6.1 SAN MH 6 38 UNDISTRIBUTED TOTAL 0 BID ITEM 3412TOTAL 38 BID ITEM 3060 BID ITEM 3300 BID ITEM 3114 SANITARY SEWER DROP SANITARY MANHOLE MANHOLE CHIMNEY SEAL STRUCTURE NUMBER V.F. V.F. EACH SAN MH 1 11.36 1 SAN MH 2 12.2 1 SAN MH 3 14.79 1 SAN MH 4 13.58 1 SAN MH 5 12.45 1 SAN MH 6 6.19 19.78 1 SAN MH 6.1 18.45 1 SAN MH 7 19.15 1 SAN MH 8 17.43 1 SAN MH 9 17.83 1 SAN MH 10 - 19.06 1 SAN MH 11 19.98 1 SAN MH 12 25.74 1 SAN MH 13 16.11 1 SAN MH 14 8.54 1 SAN MH 15 7.91 1 SAN MH 16 15.21 1 UNDISTRIBUTED TOTAL - - - CONTRACTTOTAL 6 270 17 BID ITEM 3200 BID ITEM 3230 BID ITEM 3206 BID ITEM 3216 BID ITEM 3232 8" x 4" WYES 4" SANITARY SEWER LATERALS 15" x 4" WYES 15" x 6" WYES 6" SANITARY SEWER LATERALS STATION EACH LF EACH EACH LF 101+59 1 33 - - - 103+SO 1 33 - - - 105+93 1 32 - - - 106+98 1 32 - - - 107+62 1 32 - - - 109+92 1 32 - - - 120+78 - - - 1 32 122+46 - 32 1 - - 124+05 - 32 1 - - 125+08 - 32 1 - - 126+57 - 32 1 - - 129+13 - 32 1 - - 129+50 - 32 1 - - UNDISTRIBUTEDTOTAL - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 BID ITEM CONNECT TO EXIST. 15" MAIN CORE INTO EX. MH CLOSED CIRCUIT TELEVISING. 8" SANITARY SEWER PRESSURE TEST 15" SANITARY SEWER PRFSSURE7E5T UNITS EACH EACH LF EACH EACH STREET NAME CLAIRVILLE ROAD 1.00 1.00 5,074.00 5.00 5.00 CONTRACT TOTALS 1.0 1.0 5074.0 5.0 5.0 W a c z 0 N rc d z z 0 o: N z v z y a z W m z E- z 0 t.. h = N Z W p 3 o y Z C'J - 0 D C9 , U. 0 �0 c m = W W y z W 3 a 3 Y W o: o: W Q 0) JOB NO. 1352.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 60 Flle: S:\W1D\1300--1399\1392\091\Dmwinae\CAD\Civil 3d\SheelsPlan\1382091-OUAN7iTIES.dwo Tlma: Jul 21. 2023 - 2:13om BID ITEM 4042 BID ITEM 4048 BID ITEM 4046 BID ITEM 4053 1" WATER LATERAL 1" CORPORATION AND STOP BOX 2" WATER LATERAL 2" CORPORATION AND STOP BOX STATION LF EACH LF EACH 101+59 16 1 - - 103+50 14 1 - - 105+93 53 1 - - 106+98 11 1 - - 107+62 53 1 - - 109+92 54 1 - - 120+78 - - 11 1 122+46 53 1 - - 124+05 54 1 - - 125+08 10 1 - - 126+64 54 1 - - 129+13 10 1 - - 129+50 55 1 - - UNDISTRIBUTED - - - - CONTRACTTOTAL 437 12 it 1 BID ITEM 4020-FURNISH AND INSTALL NEW 6" DUCTILE IRON WATER MAIN WITH POLYWRAP STATION START OFFSET END OFFSET START FITTING END FITTING LENGTH 79+20.27 36,0'LT 33.0'LT H-1 V-1 3 79+20.27 33.0'LT 30.0'LT V-1 T-1 3 83+95.31 30.0'LT 27.0'LT T-2 V-4 3 83+95.31 27.0'LT 24.0'LT V-4 H-2 3 88+70.29 30,0'LT 27.0'LT T-3 V-6 3 88+70,29 27,0'LT 24.0'LT V-6 H-3 3 92+79.34 30.0'LT 27.0'LT T-4 V-8 3 92+79.34 27.0'LT 24.0'LT V-8 H-4 3 102+54.93 20.1'RT 32.0'RT AV-1 RH-1 12 107+76.35 23.4'RT 30.4'RT AV-2 RH-2 7 111+79.00 22.6'RT 48.0'RT AV-3 RH-3 26 116+28.65 23.1'RT 49.0'RT AV-4 RH-4 26 120+39.19 22.4'RT 31.0'RT AV-5 RH-5 9 124+27.49 26.2'RT 31.0'RT AV-6 RH-6 5 128+32.80 24.1'RT 31.0'RT AV-7 RH-7 7 UNDISTRIBUTED TOTAL 0 CONTRACT TOTAL 116 BID ITEM 4024-FURNISH AND INSTALL NEW 10" DUCTILE IRON WATER MAIN WITH POLYWRAP START STATION END STATION START FITTING END FITTING LENGTH 79+20.27 79+23.27 T-1 V-2 3 79+23.27 83+92.25 V-2 V-3 468 83+92.25 83+95.31 V-3 T-2 3 83+95.31 88+67,29 T-2 V-5 473 88+67.29 88+70.29 V-5 T-3 3 88+70.29 92+79,34 T-3 V-7 406 92+79.34 92+79.34 V-7 T-4 3 92+79.34 98+33.57 T-4 V-9 554 98+33.57 98+38.47 V-9 T-5 5 98+38.47 98+38.49 T-5 V-10 7 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 1925 BID ITEM 4119 -FURNISH AND INSTALL NEW 10"X6" DUCTILE IRON WATER MAIN TEE NAME FITTING STATION OFFSET CITY T-1 10"X6" TEE 79+20.27 30.0'LT 1 T-2 10"X6"TEE 83+95.31 30.0'LT 1 T-3 10"X6" TEE 88+70.29 30.0'LT 1 T-4 10"X6" TEE 92+79.34 30.0'LT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 4 BID ITEM 4121-FURNISH AND INSTALL NEW 10"X10" DUCTILE IRON WATER MAIN TEE NAME FITTING STATION OFFSET CITY T-5 10"X10" TEE 98+38.47 30.0'LT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 1 BID ITEM 4310-FURNISH AND INSTALL NEW 10" DUCTILE IRON WATER MAIN PLUG NAME FITTING STATION OFFSET CITY P-1 10" PLUG 79+19.90 30.0'LT 1 P-2 10" PLUG 98+38.46 31.2'LT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 2 BID ITEM 4062-CONNECT TO EXISTING 10" DUCTILE IRON WATER MAIN NAME STATION OFFSET CITY CO-1 98+38.49 23,0'LT 1 UNDISTRIBUTED TOTAL 0 CONTRACT TOTAL 1 BID ITEM 4058- CONNECT TO EXISTING 6" DUCTILE IRON WATER MAIN NAME STATION OFFSET CITY CO-2 102+54.93 20.1'RT 1 CO-3 107+76.35 23.4'RT 1 CO-4 111+79.00 22.6'RT 1 CO-5 116+28.65 23.1'RT 1 CO-6 120+39.19 22.4'RT 1 CO-7 124+27.49 26.2'RT 1 CO-8 128+32.80 24.1'RT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 7 BID ITEM 4401-FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION OFFSET CITY V-2 10" VALVE 79+23.27 30.0'LT 1 V-3 10" VALVE 83+92.25 30.0'LT 1 V-5 10" VALVE 88+67.29 30.0'LT 1 V-7 10" VALVE 92+79:34 30.0'LT 1 V-9 10" VALVE 98+33.57 30.0'LT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 5 BID ITEM 4401-FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION OFFSET CITY V-1 6" VALVE 79+20.27 33.0'LT 1 V-4 6" VALVE 83+95.31 27.0'LT 1 V-6 6" VALVE 88+70.29 27.0'LT 1 V-8 6" VALVE 92+79.34 27.0'LT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 4 BID ITEM 4500-FURNISH AND INSTALL HYDRANT NAME FITTING STATION OFFSET CITY H-1 HYDRANT 79+20.27 36.0'LT 1 H-2 HYDRANT 83+95.31 24.0'LT 1 H-3 HYDRANT 88+70.29 24.0'LT 1 H-4 HYDRANT 92+79.34 24.0'LT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 4 BID NUMBER 4490 BID ITEM FURNISH AND INSTALL VALVE BOX REPLACEMENT UNITS EACH STREET NAME CLAIRVILLE ROAD 7.00 20NEA - ZONEB - CONTRACT TOTALS 7.0 BID ITEM 4501-RELOCATE EXISTING HYDRANT NAME FITTING STATION OFFSET CITY RH-1 RELOCATED HYDRANT 102+54.93 32.0'RT 1 RH-2 RELOCATED HYDRANT 107+76.33 30.4'RT 1 RH-3 RELOCATED HYDRANT 111+78.87 48.0'RT 1 RH-4 RELOCATED HYDRANT 116+28.52 49.0'RT 1 RH-5 RELOCATED HYDRANT 120+39.19 31.0'RT 1 RH-6 RELOCATED HYDRANT 124+27.51 31.0'RT 1 RH-7 RELOCATED HYDRANT 128+32.80 31.0'RT 1 UNDISTRIBUTED TOTAL - CONTRACTTOTAL 7 W a z 0 N d z z 0 h v N z 0 v z a z y z z W 0 O H x ai H W p 3 a c x C 0 o eon O m 3 z W N z cg z_ H � 3 W v �W. a N JOB NO. 7382.091 PROJECT MGR. MAY �. STRAND ASSOCIATES° SHEET 61 Flee S\I.UO\7300--1399\1382\091\Orawtnae\CAD\CiHI 3d\SheetsPlan\1382091-OIJANTIi1ES.dwa Time: Jul 31. 2023 - 3:52om Filer S:\MAD\1300--1399\1382\091\0rawinu.\GO\CWil 3d\Sh-t.Plan\1382091 — RURAL 11 BASIN CROSS SECTONS.dwa T— Jul 21. 2023 — 12:18om File: S:\AIAD\1300--1399\1382\091\01awinae\CAD\Civil 3d\SheelePI-\l382091 — RURAL If BASIN CROSS SECTIONS.dwa Time: Jul 21. 2023 — 12:18om 820 810 800 790 780 820 810 800 790 820 810 800 790 S:\MAD\1300--1399\1382\091\Drawings\CAD\Civil 3d\Sheets Plan\1382091 — RURAL It BASIN CROSS_ 213+00 212+00 211+00 Time: Jul 21. 2023 — 12:18om 820 818 816 814 812 810 808 806 a 804 ° 802 800 798 796 794 z 792 0 VI 790 c 788 786 784 782 780 1n a z O 00 z 0 0 v 2 x H Z w p Y a ° y z m _ o u O o z 0 W x z h � Z UJ W G a J W Q W a � t1 c Q N JOB NO. 1382.091 PROJECT MISR. MAY �. ml STRAND ASSOCIATES° SHEET 98 CI.- C•\IAA.\1300--1399\1382\O91\Draw?... \CAD\Civil 3d\Sh-t.PI..\1382091 — RURAL 11 BASIN CROSS SECTIONSA.. Time: Jul 21. 2023 — 12:18.m File: S:\AUD\1300--1399\1382\091\Drawings\CAD\Civil 3d\ShselsPl-\1382091 — RURAL It BASIN CROSS SEMONS.dwn Time: Jul 21. 2023 — 12e18am P.I.- \CAD\Civil 3d\Sheet.PI-\I382091 — RURAL It BASIN CROSS SECTIONS.dwe Ti— J.1 21. 2023 — 1209om V�V -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 - 2+00 0 rn of v o � 850 848 846 844 842 840 838 836 834 832 830 828 826 824 822 820 818 816 815 V v -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 1+50 v V -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 1+00 SAMAD\1300--1399\1382\091\Dmwteae\CAD\Civil 3d\SheelePl,m\l382091—F1LL SITE CROSS SECTIONS.d— Time: Jul 21. 2023 — 12:23om z V! Z O 0 S N O �+ s oz n o u O w m W Z 2 1382.091 I PROJECT MGR. ' MAY g. STRAND ASSOCIATES® SHEET 102 850 840 830 820 -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 8+00 850 840 830 820 -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 7+00 ■ rm N z O N H z O_ P V W U) HN H O Ci W N N J J m 1382.091 z N z O t� S N N 3 0 Y } Z f. N O Zn U. 0 F 0 � m W z z ' PROJECT MGR. I MAY g. STRAND ASSOCIATES® SHEET 104 OD n -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 11+00 850 840 830 820 -680 -640 -600 -560 -520 -480 440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 10+00 V�v -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 9+00 0 z O_ V W y U) uN O t� W H N ..1 ..1 W z N z O v S N N 3 O S Oz D o v o v m W z z 850 848 w 846 H 844 842 840 838 JOB NO. 836 1382.091 834 PROJECT MOR. MAY 832 830 828 6 . 826 - 824 822 STRAND 820 ASSOCIATES® 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 1382091—RLL WE CROSS SECTIONSA.. Time: ■ e SHEET 105 850 _ s i c» ' -848 0 844 842 co 840 ., �_ N "1 I 1:00% �. �. __ 1 00 % O i _ u , _ - -`u% ' � 840 I f I i 838 836 _ U? I k - - - 834 832 830 I I • - - " 828 r a s 826 v i 824 r t i f s [ 822 820 820 -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 14+00 850 840 830 820 -680 -640 -600 -560 -520 -480 -440 400 -360 -320 -280 -240 -200 -160 -120 -80 40 0 13+00 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 V�V -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 12+00 1382.091 ' PROJECT MGR. ' MAY 4 1 kni STRAND ASSOCIATES® ■ TM —FILL SITE CROSS SECTIONS.dwo Time: Jul 21. 2023 — 12:23om SHEET 106 850 840 830 820 815 : 850 F i � 1848 i i E f846 i : 4 e e , 2 O ; 844 to ; `< vi 842 co o a r : s u € : _ _ 1 00 __ o 840 y- : r t 838 ` r- f, ; f 0 : ; € 832 € ryy I - N 830 . . t ' t ; i N ry a € t cq t : : t — 826 r : j : 824 822 1 F f : 820 i f `s : t ` r f 816 815 -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 17+00 850 E a 846 i: f z -844 ` m ` i - € --_ --_ _.._. .._._. -. __.- ___.._ ___. ._._... _-... _. co - __.. 842 _ - 1.00% f € I € F ,. : _. __ 00%840 .... �. ._ : E 838 ico : o € : N _ i : 834 O : 832 : 830 -- - : E -r �O 828 ti: f- : 826 824 u= : 822 ; 820 : 3 818 - - -... ..... .. -... - " - -- _.... -- 816 -680 -640 -600 -560 -520 -480 A40 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 16+00 850 - : e : € € -848 € € € € ; ; f.. =� -844 : M 1 E � � € 844 co f f d .842 { o 0 u 1.00 € _ 0� 0 i_. ._ .. -840 : [ t s € f ; - x m ` i ., f 836 f. 834 € ; : : 1 i f 832 f OD 828 € s 826 824 i € 822 : : : f € ; 818 ; € : € 816 815 -680 -640 -600 -560 -520 -480 A40 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 15+00 M\1300--1399\13R2\091\Drawinae\CAD\CWiI 3d\Sheet.Ptan\1382091—RLL SITE CROSS SE"ONSA— Time: Jul 21. 2023 — 12:23om z O v y Z O t1 y Z Z a O m Z O W z H LU H o O J Ci H x O U) = J .1 w Y. Q r. 1382.091 PROJECT MGR. MAY �. MI STRAND ASSOCIATES° SHEET 107 850 , _. . € r i ` F x € r 848 x x s ; ; 846 x QD 844 10 { x , d o- e - ID 842 840 � x co ; p838 ; i 1 v ` 840 1 x c i x ; s ; ; x i i , s E € 836 m '- -- -- -- - - - - - - - - 834 x i 832 830 ; 0 € 830 : o ; 826 824 x 822 820 ; ; 820 . ; € } 818 € ; x x x ; _ 816 -680 -640 -600 -560 -520 -480^ -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 20+00 850 � ; z x s- 84842 - - - - - � - _. ; ; 840 � 3� a - °- � , ' i o 840 ' w:. o € : o f ` i 100%-836 - 838 x ; ; ; x , ; 834 q ; - - x x -832 830 Iz,\ 830 828 . i i cs cl 824 822 820820 € € ; ; ; ; ; ; 3 818 € 815 -: - _-- __ 1 _ _ _ 815 -680 -640 -600 -560 -520 -480 A40 400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 19+00 850850 x ; , € ; x ; 4 848 € - - - _ -- 846 8 4 ; � -842 OD €`" 840 rD con - � 1 838 x ; ; 836 € ; -834 ; € i 832 830 o R .,., ... o ' ; � € , € ; i i � icO1o, { -830 �• i q n € € i.� 828 826 E i ! r 824 822 ; 820 820 € ; x 818 —_ ; e ' � -816 _ _ _ — —_ , f815 -680 -640 -600 -560 -520 -480 A40 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 3 1382.091 I PROJECT MGR. ' MAY STRAND ASSOCIATE S° SHEET 108 18+00 1382091—FILL SITE CROSS SECTIONS.dwa Time: Jul 21. 2023 — 12:23um m 840 840 M' N 838 E i , O : O 1.00 _ 836 i ? , f , { N 834 : , 83 2 830 co v , N 28 626 9 a i A- 822 . 820820 818 824 816 814 : E s € , : I : , F € i — 812 : 810 -680 —640 -600 —560 —520 -480 -440 —400 —360 —320 —280 —240 —200 —160 -120 —80 —40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 23u+, 00 co 1n _ o 840 838 836 834 832 830 828 826 824 822 820 818 816 814 812 810 —680 —640 —600 —560 —520 -480 —440 —400 —360 —320 —280 —240 —200 —160 —120 —80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 22t00 m m C 840 840 1,00%.0 s co 838 , , — , ... _. _ � , , i _ __ 836 �� � : s : 1 : i € — € — 834 { ' € W ..,.cli,_ _ ._ ...._ _._. f _ P _. ... .... _.. .... ,_... ..._ _... _... _ ....832 i 826 626 , t ; 824 € t : `822 820 € , € r — 820 € : f , € , f € € E � 814 , , 812 E : € E 810 �_ _ �... .. _.. , �.. _ _ € � E i _ ._ . __ .. . , __.. — — 810 -680 —640 —600 —560 —520 A80 A40 400 —360 —320 —280 —240 —200 —160 —120 —80 —40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 21+00 n,.• c•\uen\flnn__1t0o\1iA2\f101\�•nvtnna\l`An\f'wil lA\CFR.faPlnn\i'SA2f1C1—FlII SRF !:R( SF(:l1nNS eirn 7— .hA 21. 2M — 12.2AA z N z O v x N N 3 0 Y y x F cz 7 o v o v m W z z 3 1382.091 ' PROJECT MGR. I MAY STRAND ASSOCIATES® SHEET 109 830 820 810 800 -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 VVV 25+00 m 0 Vl Z O Vf W C H Z 0 H V W H H H V Z H Q m J ..1 19 Q J 0 1352.091 3 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 110