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Home My WebLink About23-16 Sawyer Creeek WatershedREGARDING THE CRITERIA OF REASONABLENESS AND BENEFIT This report was prepared and submitted to satisfy the requirements that the City is required to show that the assessments will benefit the properties assessed in the Special Assessments for Asphalt Pavement, Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay), and Water Main and Laterals (New and Relay) Relating to Contract No. 23-16 Clairville Road assessments as per Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d 279.255 NW 251 (1979). Criteria of Reasonableness It is the opinion of this office that the assessments are, in fact, reasonable. The assessments have been calculated in accordance with the City of Oshkosh Policy for Special Assessments for assessing costs for street construction. All costs of the street improvements have been assessed to the various parcels according to their assessable frontage. Utility lateral costs are assessed to each lot needing lateral work. Driveway costs are assessed to the abutting property owner based on a square foot cost. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of bituminous pavement and replacement of the sanitary sewer mains and laterals and water distribution mains and laterals. The construction of a bituminous pavement will provide a rideable surface available in all weather conditions. The utility laterals provide a connection to the mains for each property. The sanitary sewer and water distribution systems will provide a safe and reliable conveyance system for wastewater and drinking water. Estimated cost of the project is: $11,987,660.50 Proposed Assessments are: $452,334.93 City Cost of the project is: $11,535,325.57 l: \ Engineering \ 2021- 2030 Contracts\2023 CONTRACI'S \ 23-16 Sawyer Crk Rural II \ Project_Information \ Reports \ Report of Director of P W \ 23-16 Criteria for Reasonableness and Benefit 11-10-23.docx ®r Lei ■r " n CITY OF OSHKOSH, WINNEBAGO COUNTY, -IMT-1 AUGUST 2023 CTH K DETENTION BASIN LOCATION CLARK-HILL FILL SITE LOCATION - �!7 ■ M s>'mmLl1^►7 ■ I il"l'•>>■ 910 West Wingra Drive Madison, WI 53715 608-251-4843 608-251-8655 fax www.strand.com CLAIRVILLE RD RECONSTRUCTION LOCATION COMPASS WAY STOCKPILE LOCATION �h � �'t�� 1�h`� ■ � at.�l`►7 ■ i ° lb MAT NEW A.°°g ; a' y„Etm a m 3 1 p � SUN PRAIRIE° lU ��yp 9 • �+.'yf� NM 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 0 j ISSUED FOR BID8/l/2023 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 40-42 43 44 - 54 55 - 56 57-61 62 - 88 89 - 94 95 - 101 102 - 110 STRAND6: 1 iml I ASSOCIATES 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. 8. 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 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 990477-2235 COMPANY DE PERE, WI ANR PIPELINE COMPANY W3925 PIPELINE LN. LARRY HUBER 920-477-2235 EDEN, WI AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT ENGINEER 920-929-1013 FOND DU LAC, WI CANADIAN NATIONAL RR 1625 DEPOT ST. STEVENS POINT, WI TERRY LEE 715-345-2053 CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE - DIR. PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH - CITY ENGINEER 920-236-5065 ENGINEERING DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISIOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-236-5065 WATER DIVISION SPECTRUM 1001 KENNEDY AVE. MARTYCALLEN 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 1-800-450-7280 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-0 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) 3603784 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 CITY CONTACT: CRAIG RAMTHUN CONSTRUCTION MANAGEMENT SUPERVISOR 215 CHURCH AVENUE OSHKOSH, WI 54902 (920) 376-0415 z N z U) W 0 J W z W 0 —... --- -- CENTER LINE DNR CONTACT - WETLANDS: F 9 ------- RIGHT OF WAY TOM NEDLAND Q -- SECTION LINE WISCONSIN DEPARTMENT OF NATURAL RESOURCES 107 SUTLIFF AVENUE '1 ---- ------ ------ EASEMENT LINE RHINELANDER. WI54501 W W -. - UNDERGROUND ELECTRIC (920) 286-3739 19 _._._.._....._,,,,-_.__.......___-- ..... ._...._— --.., OVERHEAD ELECTRIC FIBER OPTIC w W _............ GAS Vaf ----sAi SANITARY SEWER _.___......._ti;.....—._------.__...._.—. STORM SEWER SOUND[ --- v: WATER Dial : or (800)242-8511 ----------------------------- EDGE OF CHANNEUWASH JOB Q SECTION CORNER DI WWW.ersHotline.com 99 1392.09191 BENCH MARK PROJECT M 0 "Ah EXISTING MANHOLE MAY n 1 VV EXISTING WATER VALVE a VL�J EXISTING VALVE �. C"x3 EXISTING CATCH BASIN D EXISTING POWER POLE :> GUY EXISTING GUY WIRE STRAND f`> EXISTING TREE ASSOCIATES EXISTING SIGN _- WETLAND AREA SHEET P4 m.• c\uen\t3nn--134E\13R2\091\Orerinas\CAD\Civil 3d\She t,Pla \1382M1—GENERAL NOTES.dwn 77me: Jul 21. 2023 — RIGHT OF WAY VARIES (80' TYP. 66' RIGHT OF WAY 4:1 MAX (TYP) - EXCAVATION LIMITS (TYP) SEE GRADING PLANS VARIES 24' CI /L 1.ri' I 3' 12' 12' 3' 4.0 % ,. -0�� - 2.0% 4.0% r 5-INCH ASPHALTIC PAVEMENT w ? w_ ? 5-INCH BASE AGGREGATE 10-INCH BASE AGGREGATE w_ z w_ z DENSE 3/4-INCH SHOULDER DENSE 1 114-INCH m 2 PROPOSED CLAIRVILLE ROAD TYPICAL SECTION NOT TO SCALE P/L 9' 2' EXCAVATION LIMITS (TYP) CUNCRE FE, ASPHALT, OR GRAVEL 19 C/L 100, 9' 2' EXCAVATION LIMITS (TYP) 2 0% (1) ENTIRE 100' MAY BE USED AS TEMP VARIES HAUL ROAD TO THE COMPASS WAY \> A, STOCKPILE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND DRAINAGE OF TEMPORARY HAUL ROAD DURING CONSTRUCTION. MARSH MATS, 12-INCH BASE AGGREGATE DENSE 1 1/4-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 SAWCUT EXISTING DRIVEWAY (IF NECESSARY) AT LOCATION SHOWN ON DRAWINGS. 4-INCH ASPHALTIC PAVEMENT 8-INCH BASE AGGREGATE DENSE EXCAVATION LIMITS (TYP) P/L 4' 3" 2" THICK ASPHAL4-INCH THICK BASE AGGREGATE DENSE PAVEMENT ASPHALT FLUME DETAIL NOT TO SCALE z O F v F 0) z O v z a z Vf z z Z O P O ai m z ; Q Ci O H ~ H - O Q J A O 0 19v F; = Z z W 3 JOB NO. 1382.091 PROJECT MGR. MAY �. Ml STRAND ASSOCIATES® TYPICAL DRIVEWAY DETAIL NOT TO SCALE 1399\1382\091\Drawl... \CAD\CMI 3d\Sh..t.Pl..\1382091—NPICAL SEMONS.dw. Time: J.1 21. 2023 — 10:16— SHEET 3 W a 0 z 0 uj i O Z 2 O F v 7 . F P/L Z 5' VARIES 6VARIES 6VARIES VARIES VARIES VARIES 6.5' VARIES 3' v 2 V! Z O O R1 g. Al 4.7 Al / J_ 1� W p CLAIRVILLE EDGE OF PAVEMENT fj H 9 W o y J Nf p O 'j JQQ o w EXCAVATION LIMITS (TYP) EXCAVATION LIMITS (TYP) Y V ; 0 1% L p C> Q W m CLARK-HILL FILL SITE SECTION B-B ON SHEET 25 J ~ U' z W NOT TO SCALE H Q W W K t1 W Q N JOB NO. 1382.091 PROJECT MGR. MAY '19AMI STRAND ASSOCIATES® SHEET 4 File: S:\IAPD\1300--1399\1382\091\0r 1... \CAD\Civil 3d\SheetePlae\1382091—TYPICAL SECTIONS.dwa Time: Jul 21. 2023 — 10:16om GROUND TOW 799.50 STAFF GAUGE SUPPORT � #5012-JW. - A TOW 797.00 TOW 795.25 TOW 799.50 ED TRASH RACK ASH SUPPORT BEAM TE L{ CHECK VN.VE Fl IStImp�CR�E �NGPAPAD fFUL #5012',TYP. TIOEflDI on f3W15.�7YP. + Znp 1� 4CONCRETE I FILL SECTION A -A Nags: SECTION B-B CON REINFORCING�P"�BETWEEN N 0 1 ALL RAILS k POSTS SHALL BE GALVANIZED STEEL. �® ALL ACCESSORIES SHALL BE GALVANIZED SIEEI_ 2 ALL RAIL SYSTEMS SWW. MEET OSHA PERFORMANCE STANDARDS FOR PUBLIC AND INDUSTRIAL APPLICATIONS AND WISCONSIN BUILDING CODE rB TOS 793.00 W8XI8 GALV. STEM BEAM WITH 4'1T'-M/8' THICK BEARING PLATE PIPE CRADLE 0 18' O.C., STAGGER 8' O.C. SEE 38' TIDEFLEX DETAIL ON SHEET I& CHECKMATE INSIDE IPE AND BOLTED TO FLANGE BEAM POCIOiT TOS 792.00 ao1.50 LB PLAN y� TOW 799.50 SIDE E MOUNT SHEET 13ACK CM. OF 8) NOTE TOP MOUNT TRASH RACK A NOT SHOWN FOR CLARITY. r° - TOM 797.00 #5012'.IYP. TOW 795.25 TOW 799.50 N28 NO PIPE,M IMP. C GALVANIZED STEEL RAILING NO SCALE 1/25:4 1/2' Uk RISE FLANGE W/ 3-3 8' IAA EXP. REINFORCING INSERT AS REWIRED N RAILING TOP MOUNTING NO SCALE ALYM ADHESIVE ANCHORED THREADED RODS 0 2'-0' O.L. EMBED 4' GALV. LBxB) z 0 STAFF GAUD: FASTEN TO Wes/ ANGLE U19 /N!D WASHERS ITS STAFF GAUGE SUPPORT NO SCALE RE REINF. SECTION C-C ta�L W z 1. CONCRETE STRENGTH: T c - 4,000 PSI a Z 2. REINFORCEMENT. fy - 80,000 PSI QWA. z 3. STEEL BEAM SHALL CONFORM TO ASTM A992-50. z z 0 0 4. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. lu H W = Lo Q 5. MM ANGLES AND BARS SHALL CONFORM TO ASTM A38. � I- = } 8. BOLTS AND NUTS SHALL CONFORM TO ASTM A307 GRADE N Z A AND GALVANIZED IN ACCORDANCE WITH ASTM A153. - 7. WELDING SHALL CONFORM TO AWS 01.1. WELDING SHALL J 0 L) EBE DONE BY LECTRODES. THE SHIELDED ARC PROCESS USING E70XX 0 F 0 8. ALL ITEMS, EXCEPT PIPE, SHALL BE HOT -DIPPED ~ W GALVANIZED IN ACCORDANCE WITH ASTM SPECIFICATION A123 AND A153. PIPE SHALL BE HOT -DIPPED GALVANIZED Z = 111 W MI IN ACCORDANCE WITH AMU A53. z ; 9. EXPANSION BOLTS SMALL BE POWER -STUD+ SD2 BY F G POWERS FASTENING SYSTEMS, STRONG -BOLT BY SIMPSON OR APPROVED EQUAL. Lu �+ STRONG -TIE ANCHOR SYSTEMS, J 1O. PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS PER = ME W DETAIL ON SHEET 14. O u NOTES, Y ( T 1. ms raw. MAX. Df Y TO CLEAR OPENING, OTHER OBSTRUCTIONS) T NTS OR Wf REMAINING BM THROUGH OPENING. WHERE RIONF. A' ROW. MUST BE CUT. ADD REINF. 'A' AT LEAST EQUAL IN AREA TO THAT WHICH WAS CUT AND EXTEND BEYOND OPENING DISTANCE Y. JOB NO. Z DNAGWAI. BARS '8' TO 13E PLACED. 1382.091 1 A AT i OF WALL WHERE ONE LAYER OF REINF �, REINF, IS PROVIDED, PROJECT MGR. B. AT EACH FACE OF WAIL WHERE TWO MAY LAYERS OF REINF. ARE PiRONDED. G. AT TOP A BOTTOM OF ALL SLABS. 3. LAMAS OTHERWISE NOTED, SIRE ES REINF. 'B' SHALL BE THE SIZE OF THE LARGEST REINF. BAR CI1L At�� 4. Y - CLASS B NAP 5. THIS DETAIL IS TO BE USED WHEN NO OTHER M DEIAR IS SPECIFIED. 1� OMPENIUNGS�SHAIL BE i 'B' AROUND ANY AND STRAND ASSOCIATES REINFORCEMENT AT CONCRETE OPENINGS NO SCALE SHEET 5 MR Time: Jul 21. 2023 - 10:16- 3/4"0 STEEL ROD, WELD TO PIPE FRAME AND TRANSVERSE STEEL PIPES, TYP. * DIMENSION MEASURED ALONG SLOPE OF TOP PIPE FRAME, TYP TOP MOUNT TRASH RACK DETAIL NOT TO SCALE )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 WELD PIPE T0� PIPE (SCHEDULE 40) TEEI A ANGLES FRAME M TWO (2) 1 1/2" X 1 1/4" ANGLES WITH TWO 7/16"0 Ij� ( STEEL PIPE FRAME HOLES EACH 3/8" X 4" X 5" 3/8" STEEL PLATE WITH SIDE VIEW S1/4" (FO/R FOUR (4) 7/16"0 T HOLES T INSTALLATION: a CONNECT PIPE PIECE TO X 1" X I I 3" X 2" X 1/4" X STEEL PLATE OVER SIDE ATE W I 3" LONG STEEL o o FRAMING MEMBER OF GRATE PLRING \� A /2" SOT, WELD TO 1/4HNGE UNT TO THE SIE" TO FORM HINGE. OWALL AT STEEL PIPE FRAME LOCATIONS SHOWN USING 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 WE TO PIPE FRAME AND FRAME HORIZONTAL STEEL PIPES -1 1/2 SCH. 40 STEEL PIPE, TYP., WELD TO PIPE FRAME AND 3/4"0`6- STEEL RODS �P a � co oil `+ z in w 11 11 11 11 0 4'-0.. 1._0.. so 4'-0" 5" (OPENING) (OPENING) (TYP) SIDE MOUNT TRASH RACK DETAIL NOT TO SCALE NOTES: 1. CONCRETE STRENGTH: Vc = 4,000 PSI 2. REINFORCEMENT: fy = 60,000 PSI 3. STEEL BEAM SHALL CONFORM TO ASTM A992-50. 4. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. 5. STEEL ANGLES AND BARS SHALL CONFORM TO ASTM A36. 6. BOLTS AND NUTS SHALL CONFORM TO ASTM A307 GRADE A AND GALVANIZED IN ACCORDANCE WITH ASTM A153. 7. WELDING SHALL CONFORM TO AWS D1.1. WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING E70XX ELECTRODES. 8. ALL ITEMS, EXCEPT PIPE, SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM SPECIFICATION A123 AND A153. PIPE SHALL BE HOT -DIPPED GALVANIZED 1 1 2" 1 1/2" IN ACCORDANCE WITH ASTM A53. 9. EXPANSION BOLTS SHALL BE POWER -STUD+ SD2 BY POWERS FASTENING SYSTEMS, STRONG -BOLT BY SIMPSON STRONG -TIE ANCHOR SYSTEMS, OR APPROVED EQUAL 1/2 OF 2"0 SCH. 40 PIPE, WELD TO BEAM TOP FLANGE W8X18 3/16 / D 9" 1 1 2 _- 4"X1'-0"X3/8" THICK BEARING PLATE, ANCHOR -p" TO TOP OF WALL WITH 2-1/2"0 GALV. EXP. BOLTS EACH END TRASH RACK SUPPORT BEAM DETAIL NOT TO SCALE 0 W x W a W W W w x N 1382.091 MAY Awl STRAND ASSOCIATES® rn.. w�uem,mn__1 138209 1 —STANWRD DEAJLS.d"" rime: J"1 21. 2023 — 10:17am [d W s' o s° N 2 O "CHAMFER (TYP.) W v F 250' TYP. /C L 3' BOX CULVERT INTERNAL 3' LONG, 6" WIDE, 3" TALL CURBS (OR APPROVED EQUAL) c CURB WITHIN BOX (OR ALTERNATE SIDES AT 250' Z APPROVED EQUAL) 1-NO. 4 BAR J" ADHESIVE ANCHORED SPACING 3" TIED TO ANCHOR DOWEL. EMBED 4" z O v BOX CULVERT INTERNAL CURB SECTION H F BOX CULVERT INTERNAL CURB DETAIL NO SCALE J Z NO SCALE z O C1 -y Wca z N m m Z z O v ti I- x N z N za W H ° N o z n ul C H a 0 0 J — 0 o o w x z �1 W z z a i F 3 v v � K W 1-NO.4 BAR 34'ADI ESIVE ANCHORS W LEG m v 2„ 6 2" � rlI 1.5" CLEAR N 3 C--- ---- ----� 1" CLEAR 4" JOB NO. 1382.091 6" 12" 12" 6" PROJECT MGR. MAY BOX CULVERT INTERNAL CURB LAYOUT 6: . NO SCALE BOX CULVERT INTERNAL CURB PROFILE NO SCALE STRAND ASSOCIATES® SHEET 7 File: S:\MAD\1300--1399\1382\091\D..Ti .e\CAD\Civil 3d\She tsPlan\1382091—STANDARD DUAILS.dwa Time: Jul 21. 2023 — 10:17am A GALVANIZED STEEL GRATING 3' 10" /2" 5 3/4" 2' 10- 5 3/4" 5 3/4" I p ° A o ° III Q � 806.00 d o 6' 8" ° B B ° o. A ° 0 ° N z O W n 36" RCP STORM SEWER 803,00 °p 0 ° 12" RCP STORM SEWER p ° A 36" RCP STORM SEWER ° ° z 12" RCP STORM SEWER d o A p 5 3/4" d o p z 8„ �►�— 8„ 5, 4„ —� H A z z O SECTION A -A Z z PLAN VIEW J rn z Q 4:1 m Q m N Z GALVANIZED STEEL GRATING GALVANIZED STEEL GRATING W O v �O ' xrn �. = J F Y y3 p ° 811,25 36" RCP STORM SEWER w H F ~ O 7 d a 4:1 D O m O V ° O J F w m ° d Z W F y z i 810.25 ci 3 Y a° W lu C 1"X1/4"XB" BENT BAR v OR 3/8" DIA. BY 6" HEADED W ANCHOR STUDS WELDED d 806.0 TO ANGLE AT 18" O.C. a a N 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. ° 1382.091 3. MANUFACTURERS: TYPE 19-W-4 BY OHIO GRATING, TYPE 'SEE SHEET 15 FOR ADDITIONAL PROJECT MGR. 4 KW-19 BY KLEMP GRATING OR APPROVED EQUAL. OUTLET STRUCTURE DETAILS 4. GRATING PANEL WIDTH SHALL BE A MINIMUM OF 15-INCH o 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 d.. PANEL. da . STRAND -� ASSOCIATES° SHEET GRATING SUPPORT DETAIL g SECTION B-B File: Si\MAD\1300--1399\1382\091\D..ina9\t:AU\.vii— .... I-- ns. .rv, zi. zuz.+ — ,...,..." N (4000 NORMAL WATER LEVEL EL. 806.00 ° EL. 801.0 EL. 805.0 — 1-1 35 LF - 12" STO. @ 0.009 2-FT THICK COMPACTED CLAY FROM SITE FLAT GALV STEEL GRATING 12.5-FT BERM COMPACTED r- RIM = 811.25Z 4!TU LAY EMBANKMENT CONSTRUCT 1-FT WIDE COMPACTED STORM SEWER RFREINFORCEMENT CLAY COLLAR MIN. THICKNESS OUTLET STRUCTURE MAT SYSTEMOF 12-INCHES (TYP.), INCIDENTAL FLAT EL. 805.0 TO PIPE INSTALLATION COST RIM = 810.25 �—IE = 806.0 111 LF - 36" STO. @ 6.34% n IF = 803.0 COMPACTED CLARK—HILL OVERFLOW SPILLWAY CROSS—SECTION DETAIL CLAY EMBANKMENT // NO SCALE _........... - --- - - -- SIDES PER MANUFACTURERS RECOMMENDATION (TYP.) NO SCALE k LtAD\1300--1399\1382\091\Dmwinae\CAD\Civil 3d\SheetePian\1382091—STANDARD DETAItS.dwo Time: Jul 21. 2023 — 10:17am E = 799.0 SEEDING, SIDE SLOPE MIX A =D CONCRETE BLOCK MAT �E LAYER TOPSOIL FABRIC M z 0 w rc Z O F w C F N Z O w Z a z ZNz z Jo 0 a a z 0 La m W F Y Z 0 c H t= F Q J a p o w LU j F-J19 ocd v a Dy= z z z W T� F Y W W cd m W N 1382.091 PROJECT MISR. MAY 69AM1 STRAND ASSOCIATES® SHEET 9 C� i i 15B1 -a Fence Woven- 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 66013 C-C. ILLUSTRATION SHOWS POSITION OF STANDARD STEEL BRACE, DOUBLE STRAND GALVANIZED WIRE, AND THE POST TO BE EMBEDDED IN CONCRETE WHEN WIRE FENCE IS INSTALLED FROM LEFT TO RIGHT. THE BRACES SHALL BE POSITIONED ON THE OPPOSITE DIAGONALS AND THE OPPOSITE POST SHALL BE EMBEDDED IN CONCRETE WHEN WIRE FENCE IS INSTALLED FROM RIGHT TO LEFT, ROUND WOOD END. CORNER, BRACER OR VERTICAL ANGLE POSTS MIN. 6" DIA. X 8' - 0" 9' - 6"t PIPE, CHANNEL, STEEL TUBING OR ANGLE BRACE (SEE STANDARD SPEC'S.) ATTACHED TO POSTS AT BOTH ENDS WITH 112LAG SCREWS. ROUND WOOD PULL POST MIN. 6" DIA. X 8' - 0" FILL WITH EXISTING SOIL ') L_ 'L 6" EMBED IN CLASS "A" U CONCRETE PULL OR STRETCHER POSTS ASSEMBLY STANDARD WOVEN WIRE FENCE - TOP AND BOTTOM HORIZONTAL WIRES NO, 9 GA. ALL OTHER HORIZONTAL WIRES AND ALL VERTICAL WIRES N0. 11 CA. ROUND WOOD BRACER POST MIN. 6" DIA. X 8' - 0" 10'- 0"t DOUBLE STRAND - ' NO.9 CAGE X' I I I 3' 6" GALVANIZED WIRE, TWISTED TAUT, STAPLED TO Li EACH POST. LOW POINT OF TERRAIN WHERE VERTICAL ANGLE BRACER POSTS ASSEMBLY IS REOUIRED VERTICAL ANGLE BRACER POSTS ASSEMBLY NO, it GA. GALVANIZED STEEL WIRE CONNECTOR OR NO. 10 GA. COPPER WIRE CONNECTOR. ONE REOUIRED AT EACH GROUND ROD LOCATION. ROUND WOOD LINE POSTS MIN. 15 '/2 GAGE MINIMUM, TWO STRAND 6"t —►i �— BRACER POST 4 %2" DIA. X 7' - 0" - 16' - 0" C-C, RE THE STRAND BREAKING .... 4'- 6^ ALTERNATE METHODS OF SECURING VERTICAL STAY WIRES AL 2_' "8'[M WIRES T SECURELYWELDED 7`OR TWISTED. 6" PIPE. CHANNEL, STEEL TUBING OR 3' - 6" I 3' - 6" I • FILL WITH EXISTING SOIL ANGLE BRACE (SEE STANDARD SPECS) I'. ALL END OR CORNER POSTS I I ATTACHED TO POSTS AT BOTH ENDS TO BE EMBEDDED IN CLASS LJ WITH '/2' LAG SCREWS. II A" CONCRETE. "X0" 4•.— 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 ALTERNATE FENCE DESIGN AT STRUCTURE ED WI STRENGTH SHALL BE AT LEAST 950 POUNDS. ZINC COATING SHALL NOT Wft� BE LESS THAN 0.80 OUNCE PER SQUARE FOOT OF UNCOATED SURFACE, SIX TURNS REQUIRED AT 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 - 0" MAX. ttiiufOniiiii( .■.m:&�aa•••un�: STANDARD END POST y� ��i ii�• i�i•'% PANEL - INSTALLATION AT 1 1 ��j ••1 ��s••ii ' EMBANKMENT SLOPE ulii��iiii�iii%�iGniii•�ii✓y'd%'�'i// d NOTE., STRUCTURE APPROACH SECTION - ROUND WOOD POSTS waxtivm 1 1 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 PARALLEL WITH THE WOOD GRAIN). DOING SO CAN SEPARATE THE GRAIN AND SIGNIFICANTLY REDUCE THE HOLDING POWER. ROTATING THE 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. 1.1 0 z 0 N W N J H W z_ 0 z W U. 1382.091 PROJECT MGR. 07 MAY 00 r m . FENCE WOVEN WIRE LID - T STATE OF WISCONSIN o STRAND® DEPARTMENT OF TRANSPORTATION aASSOCIATE S SHEET 10 SA MAD\ 1300--1399\ 1 382\091 1382091-STANDARD DETAILS.d— T1 Jul 21. 2023 - 10:17— .* SDD 15b1-b Fence Woven Wire 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) 3' 3' U TREE —/ PLAN VIEW FENCE DESIGN AT TREES REMAINING IN NORMAL FENCE LINE LINE POST LINE POST I6' - 0" GROUND LINE EXTRA LONG POST WHERE NECESSARY FENCE CONSTRUCTION OVER STREAM COURSES OF 15 FT. OR LESS IN WIDTH NOTE: 0 NOT LESS THAN 45° CORNER POST ASSEMBLY END POST ASSEMBLY LINE POST (DO NOT LEAN) i jjR/W LINE 5° TO 20° ANGLE OF CHANGE LINE POST / (DO NOT LEAN) / R/W LINE--, / 21° TO 40' ANGLE OF CHANGE PLAN VIEW PLAN VIEW SINGLE POST CORNER DOUBLE POST CORNER RIGHT OF WAY LINE CHANGE 40° AND LESS CORNER POST TOP OF NOTE: SINGLE AND DOUBLE POSTS SHALL BE A MIN. 6" DIA. X 8'-0" ASSEMBLY 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 TOP OF SLOPE H // NECESSARY TO CONNECT BARBED WIRE. WINGWALL TOE OF SLOPE R/W CORNER POST FENCE INSTALLATION TO WINGWALLS WATER COURSE FENCE GREATER THAN 15' LINE — _ — —� V FENCE LINE STAPLES SLOPED Ij R/W LINE DOWNWARD FOR I SUSTAINED GRADI 1 I II , i AND OVER KNOLL a MAJOR — — CROSS ROAD WAY TOE OF SLOPE NOTE: THIS DETAIL IS INTENDED ONLY rTOESLOPE o TO ILLUSTRATE TYPICAL SITUATIONS AND _ u 3' - 0" —� IS NOT INTENDED TO COVER SPECIFIC CASES. REFER TO PROJECT PLANS FOR PARTICULAR V REOUIREMENTS AT VARIOUS LOCATIONS. R/W LINE L 3' - 0" STAPLES LEVEL FOR LEVEL GROUND. END POST ASSEMBLY SLOPE UPWA WHEN FENCE TENDS TO L 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 a z / J m 0 N 0 y \ F Z y G _ = H N Z ROTATE AWAY :' O O FROM FLAT Z O v FACE. v O H 0 = W L16 Z V! � z a 3 `t LINE POST ; 1382.091 PROJECT MGR. FENCE WOVEN WIRE 00 MAY T STATE OF WISCONSIN m • DEPARTMENT OF TRANSPORTATION LO - APPROVED o STRAND 4/DATEOB ROADWA /STANOARDS•OEVE OPMENT p ASS 0 C I A T E S® FHWA ENGINEER y SHEET 11 rn,• c•kuem t-cnn__t —STANDARD DETAILS.dw 7— Jul 21. 2023 — 10:17.. SDD 15B12-a Pipe Gate Details 9&" X r' SLOT FOR LOCK Y4" R V16 Y6 3 3 Y4 3/e" X 1 I/2' FLAT BAR STEEL PLAN VIEW DETAIL A HINGE POST 3 t/2" NOMINAL SIZE SEE DETAIL D SCHEDULE 80 PIPE 3" NOMINAL SIZE SCHEDULE 80 T o III II I �Sr-I%" PBIDETAIL PE 1161 1 zo M 'v A .Q, ° I n1n• 1A—\1Ion— 1399\1382\091\Drawings\CAD\Civil 3d\Sh-tsPI..\1382091 Y4" 4 X 6'-2 %" SOLID HOT ROLLED ROUND STEEL FRONT VIEW PIPE GATE rime: Jm 21. 2023 — 10:17— 9 FRONT VIEW DETAIL B END OVERHANG SEE DETAIL A LOCKING POST 3 %2" NOMINAL SIZE SCHEDULE 80 PIPE T (� N II d d d X 3 T/e' FLAT BAR STEEL C -� PLAN VIEW 45° CUT ��b a` 6 FRONT VIEW DETAIL C T. J a I"" 1 F 0 1 6 z w z W 1 1 IL 1 3: FRONT VIEW 1382.091 DETAIL D PROJECT MGR. r MAY N m PIPE GATE DETAILS T - STATE OF WISCONSIN f7 STRAND® DEPARTMENT OF TRANSPORTATION G ASSOCIATES fn SHEET 12 SDD 8C8 Inlets Median 1 and 2 Grate DEPTH AS SHOWN ON PLANS — 3'-10" 61-8., 5-Y42'-101/2" 5,'4" 5Y4'- 2'-101/4" 2'-101/4" 5Y4" 5N" S�4" A A B 40 B o [� _° fV 4, ' D 21/4" © OR 2Q n PLAN VIEW 4" OVERHANGING BASE ON REINFORCED CAST -IN -PLACE CONCRETE INLETS GRATE ELEVATION GRATE ELEVATION SHOWN ON PLANS SHOW{N�ON PLANS 2 /4'" 7. J-- 21/4 21/4"' I� I ...21/4" 4 1] V PIPE D' ;e 2" CL. • '• i— SEE DETAIL "B" i CONCRETE (MIN. SLOPE I IN./FT,) 41• i IIIIIIk,_. �.'_.1• D''I �_ d d D• .d ,•. ' D A 4 • I � 8" �_ 2'-6" 8" PRECAST REINFORCED CONCRETE SECTION A —A GRATE ELEVATION SHOWN ON PLANS DIRECTION OF FLOVL SINGLE SLOPE OPTION (TYP) 3.5"� DITCH LINE 21/4„ 21/�'" I f"t 6:1OR ; r t0i15LOPEc . e NO SLOPE e d OPTION (TYP) , 2" CL. d 4 4 D' D 4' CONSTRUCTION d° • DISCHARGE JOINT d a PIPE a' DEPTH AS SHOWN b..• o CONCRETE ON PLANS °• fSLOPE CONSTRUCTION d MIN.1IN./FT.) JOINT d ° e Q•4 a, • E 2 6'F"� 4" MIN. 4" MIN. REINFORCED CAST -IN -PLACE CONCRETE SECTION A —A INLETS MEDIAN 1 GRATE DEPTH AS SHOWN ON PLANS L DITCH DIKE NORMAL FLOW DITCH LINE PLAN VIEW 2" DISCHARGE ° ° PIPE MORTAR D CONCRETE D• p ' (MIN. SLOPE d' d• 11N./FT.) D Op . • 4 • . e . 'p • a ' p ' d ' • ° •• p a e m 8„ 5'-4" —� 8.. PRECAST REINFORCED CONCRETE SECTION B-B SLOPE TOWARD DIRECTION OF FLOW DIRECTION OF FLOC_ GRATE ELEVATION SINGLE SLOPE SHOWN ON PLANS OPTION (TYP) DITCH LINE�21/4,� 21/4" _ _ 7:�1C °' " TWO SLOPE �/ 2" e° d OPTION (TYP) DISCHARGE ° PIPE DEPTH AS SHOWN y. e ON PLANS CONSTRUCTION e , GENERAL NOTES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS 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 REOUIRED 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 EQUIVALENT CAPACITY AND STRENGTH. ALL MEDIAN INLETS ARE DESIGNATED ON THE PLANS AS "INLETS, 1G-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. PIPE MATRIX MAXIMUM INSIDE PIPE DIAMETER INLET SIZE WIDTH (IN) LENGTH (IN) 1 GRATE 18 1 18 2 GRATE 18 42 L DITCH DIKE NORMAL FLOW DITCH LINE CONCRETE (MIN. SLOPE I IN./FT.) e• CONSTRUCTION JOINT '.a JOINT p 17 1,D Op. •4 •d,'p• dp'q''•d•, y', A• d•• m `' 8" 4" MIN. �11 4" Mf REINFORCED CAST -IN -PLACE CONCRETE SECTION B-B INLETS MEDIAN 2 GRATE d D 'I a D ' OUTSIDE PIPE WALL JOINTS TO BE SEALED WITH A BUTYL RUBBER SEAL PER SEALANT MANUFACTURERS RECOMMENDATIONS CONFORMING TO ASTM C 990 (TYP> DETAIL "A" DETAIL "B" 1.1 z 0 z J W G z N z O li N lA O ; S F N Z O U. t07 H 0 � m W z z 1382.091 PROJECT MGR. INLETS MEDIAN 1 AND 2 GRATE MAY CV 00 STATE OF WISCONSIN U 6;: AL DEPARTMENT OF TRANSPORTATION DO - APPROVED STRAND Sept.. 2016 /S/ Rodney Toylor ci DATE ROADWAY STANDARDS DEVELOPMENT p ASSOCIATES° FRWA UNIT SUPERVISOR N SHEET 14 1382091—STANDARD DETAILS.dw Ti— Jul 21. 2023 — 10:17am I' CLARK-HILL FILL SITE APPROX. 1.27 MILLION CY j__ SANITARY SEWER AND WATER MAIN APPROX. 1900 LF ip Lu s oG�y 1.6 z �o �o CLAIRVILLE ROAD CLAIRVILLE ROAD RECONSTRUCTION LIMITS 13R2\091\Drawl... \CAD\Civil 3d\SheetsPlnn\1382091—PROJECT OVERVIEW.dw Tme: Jul 21. 2023 — 10:19— z�- =zo Y o J z O W W a 0 71,lx a c 4-FT X 6-FT BOX CULVERT COMPASS WAY RECONSTRUCTION OF 3000 LF OF CLAIRVILLE ROAD INCLUDING NEW STOCKPILE SITE 'SANITARY AND STORM SEWER APPROX. 200,000 CY FILL y E , 9ss � b-, Z N z V N N O T+ y: x � N Z O O v h 0 " m W z z STAC200+00.00 N:463583.1502 E:767815.3282 1399\1382\091 x „1 138209 I-- Z W Z U_ _.f 0 K Q zW Q CO z F- ',Z W F- W 0 ,J s I 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 CP#10 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 EAST 4CORNER SEC#501 465548.58 770496.42 801.01 NE CORNER SECTION 1909929- ", V o N:462$75 2120 STA 307+57.A7 E 77047T:5110 stX, Q - + + 196VA7 Z CP#15 E:7T0483.8212'7\ V) SEC #502co CP#20 NO°3 2"E BM#5 sM# STA:100+50.00 N:462434,9506 CP#20 BNI#3i BP STA:101+00,00 BM#4 CLAIRVILLE ROAD ALIGNMENT BM#6- CP#10 =� BN E:770471.5593 N:462484.9206 E:770469.9688 e%. 1 21. 2023 - 10:22- ,o z H J_ Q H W E7 F z W 2 z 0 J a z N z O w s N 01 3 O Y s O z U. u F O w m W z z JOB NO. I 1382.091 W 1 dafF iiiROAD ........ -- - - - - - - - - NO ACCESS OR CONSTRUCTION ` TRAFFIC TO COMPASS WAY OR -� BASIN MAINT PARKING LO ' 100 WIDE ACCESS TO BASIN ACCESS FROM STA. 117+26 58 TO STA 118+26.5 OFF ROAD HAUL TRUCKS ALLOWED ON CLAIRVILLE BETWEEN 111+67 AND 118+26.58 ONLY \� jNO ACCESS TO PRIVATE PROPERTY f \ \ ; MAIM CONTRACTOR SHALL UTILIZE THE BASIN ACCESS ROAD AS THE " PRIMARYACCESS TO THE SITE a ,; TRANSIT DRIVE ENTIRE 100' MAY BE USED AS TEMP HAUL ROAD TO THE COMPASS w, \ T WAY STOCKPILE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR / l MAINTENANCE AND DRAINAGE OF TEMPORARY HAUL ROAD DURING fCOMPASS WAY j CONSTRUCTION. MARSH MATS, BASE COURSE, OR OTHER 0 ) / MATERIALS USED TO CONSTRUCT TEMPORARY HAUL ROAD SHALL STOCKPILE SITE / l `If BE CONSIDERED INCIDENTAL TO CONSTRUCTION 75 109 WIDE ACCESS FROM \� \ STA.111+67 TO 112+67 ON THE Ir inas\CAD\Civil 3d\SheetsPlan\1382091—SITE ACCESS PLAN.dwa Time: Jul 21. 2023 — 10:23am \ CLAIRVILLE ROAD ALIGNMENT � s , 4 s� W a c d z Z J IL y V) W t� Q W F 71i z Vf z O N rn O ; _ Z W z O D U. 0 F 0 � m Yj z z LEGEND DETOUR ROUTE ® WORKZONE i POST MOUNTED WARNING SIGN I&A 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 ACTPATIES 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 6 B SWfH x+xzr u-1 C 1 2 3 Q $ � � ~ 1 I�uz� is ui r:a-z z zi°u1• za�ui° uzz zi°u�° DETOUR DETOUR t000FT �� 5�Ff iixza� h� R11-2 48" X 30" CLOSED G TYPE III BARRICADE TYPE III BARRICADE 11 ROAD CLOSED-LOCALTRAFFIC ONLY DETAIL SEE WISDOT SDO 15 C 2.4B 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 B,7 A,7 STATE HIGHWAY 91 z U) z w = 0) Vi O x H W Z O 0 o c°, O v m W z z 1382.091 ' PROJECT MAY ' MAY 69Aml STRAND ASSOCIATES® SHEET 18 C•\ 1AdI1\ t 1fNt--1 CONTROL PLANA— Time: J.1 21. 2023 — 10:23— N LEGEND DETOUR ROUTE ® WORKZONE 0 250 1000 200D 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 NORTH B SOUTB C EAST DWEST ix' u^ =s'xi=• aoxvE ® cxK CTHK 1 2 3 4 6 ~ 1 21 1. ui i i =t'R7" zau=- ztzr z 6 7 8 � 10 OEiOUR DETOIR DETOUR LOSROADED DETOUR C=a•x==. 1000 Ff �� 5W Ff za=un• R11-2 48" X 30" 1�1 1�1 1�1 1�1 1�1 1�1 NOTE: CONTRACTOR SHALL BE REQUIRED TO PROVIDE VARIABLE MESSAGE BOARDS ONE WEEK PRIOR TO STARTING ANY CONSTRUCTION ON THE CTH K/ CLAIRVILLE ROAD INTERSECTION.. ,4,9 7 7 Lila• C•\IAAD\t30D--1399\1 1382091—TRAFFIC CONTROL PLANA— Time: JN 21. 2023 — L T M-ffi lux" u irTi-0, TIBIA fm'! in" H�, a m < CrQ lr--d mr, F�,✓ 5� 1'- 1 FF41- iy RD 1E M P % . . .... — ta IMP - ----- 514, Zell r ,.. ME ------ - - ----- RL EM 2, X�Q 6 0 f Lu i HM AREA MAP �1 AggmEmig T, 4H r NO SCALE M. SEEM .... . ...... 1 HaPFU I'm z 0 OMW E91. g M > OR gg LEGEND R TRUCK ROUTES L z . . . . ....... ..... - ------ -AVE z Q 7i�E7 --LIM Ir m F 0 1p -.0 L. . ..... L F . W� ..... ....... . . . . . . . . r z RA M;' 'NOTE: CONTRACTORS SHALL USE 0 it FIR �o DESIGNATED TRUCK 10 z m P� V; ROUTES FOR ALL SITE E2' .. ...... ....... Z z ACCESS AND DELIVERIES Z, 00 7; ..... ...... b� i - I �,,\ it F-1 F! 414PPLE 'AVE T-- Z __ ..l i_... a J, - t-., 4 _ y 0 it (3 'Al Lu Lu z PROJECT 7 E. Lu DLI A EF F II J 3: "AA LOCATION 'Tit P C RD-NI lu 21 oC 5' k��-r Lu ED ry H LJ Q . ............ — ------- Kq� L jjI . ....... . . L F� . . . ... ..... F ------ L r JOB NO. L 1382.091 CZ 1-7 PROJECTMGR. r MAY L/ IT andffi . . . ....... iL ..j. . . ..... . . ..... IT j ---------- 41 ........... . . T A . ... ...... _4 . . .... T . . ..... NA Aml I FT- [-4, ------------ STRAND —j- i.__..__a- lit; �- - _ E STRAND® . . .......... SHEET T—T 20 10:24— 3d\Sh..t�P1..\ 1382091 -TRUCK ROUTE PLAN.d.. Tim.: J.1 21. 2023 - FEMA FLOODWAY At` GE G 0 z y L AIN 25-FT OF FIVE STRAND HIGH TENSILE FENCE WITHIN FLOODWAY — ATC TOWERS P'll G E 1,1% G 11" () 5-1 I'll I L '015 COZY LANE 50-FT OF FIVE STRAND HIGH TENSILE FENCE WITHIN FLOODWAY 20'DOUBLE LEAF PIPE GATE z 0 U) z 0 z z z 2 0 z 0 LU z z 0 0 U. 0 Z 0 W L6 z ILI 1382.091 KLv Nf 111v KAULU� PROJECT MGR. EMERGENCY SPILLWAY j 01 TENSILE FENCE ACROSS mo Klt,l R MAY --E ROAD 2113','.,,Atv' rz- , 20'DOUBLE LEAF GATE ATC TOWERS R1.- S:\MAD\1300--1399\1382\09 Time: Jul 21. 2023 2:32.m 6gAL ml STRAND ASSOCIATES® FZ ANGEIA G SUHA1"L T- ATC TOWERS. MAINTAIN MIN. 50-FT CLEARANCE FROM TOWERS. - K [M Ni RP- D t OF 2 -JAMESROA") W20391 021 I CONTRACTOR TO CREATE "MICRO -TOPOGRAPHY" BY RUTTING BOTTOM INSIDE THE 794 CONTOUR W-4" WITH CONSTRUCTION EQUIPMENT IN WET CONDITION. ONE MEANDERING PASS ACROSS THE BOTTOM SHALL BE SUFFICIENT. S, zw- S:i �o HAllCO Y 1-1i E -N i 'i AA, -7- k "Y4 w- o 'g r 2 A V- V 'J Y A z� 204+00 205,00----2 06+00 % 207+00 208�+00 209,+00 210+00 211 +00' ,212- j,, �4 DELINEATED WETLAND (TYP.) oq 7, R19 1, - ccccl 11INA. I'vii RADLOFF m WET POOL 109 WIDE ACCESS 77777 v) p', v ff 5 t z 1382.091 PROJECT IVIGR. MAY 4 A iml STRAND ASSOCIATES® SHEET 22 3d\Sh,etsPian\I38209I-RURALIt BASIN GRADING PLANA.. Ti— d.f 21. 2023 2:36- dy»»« 22d:% :- � w ,__,_nas\ _a »__m_«-RURAL , BASIN GRADING PLAN _ _ a r 2023 -m_ v t, �1GQ- ly} 0 3 4 � r 1 0 £ rji i �. � i _ ,. � • . r 5� 13'X13' OUTLET CONTROL STRUCTURE ROCK DAM C z 1382.091 PROJECT MGR. MAY 6: 1 &=I STRAND ASSOCIATES® 24 It BASIN GRADING PIAN.dwo Time: A— 01. 2023 — 11:12am I CONTRACTOR SHALLNOT , CONTRACTOR SHALL NOT DISTURB WETLANDS -- h DISTURB WETLANDS 13 � •' 0' 75 1e 30D J CCIe <•\IAAD\ti()G--1390\1 € {I, c I i.. �} s ,1 36 m t N x 00, 2+00 +00 4+00 6+ `-^�+00 8+ et00 1 11 OD 1 D i3+ 0 +0015+00 t00 17+0 8,t00 19 20+00 21+ 22t00 L 2 25t00 ;`€ 9 =5+00 0.5 . ,� g5A. 808 ; ill v F S 809 �� pp 05 555. 5 %5� 811 a r' i 870 865 860 855 850 845 840 835 830 825 820 815 810 805 \1382091-FILL SITE GRADING PLAN.d— Time: CLAIRVILLE ROAD �€1 870 865 860 855 850 845 840 835 830 825 820 815 810 805 5 FT 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 Au, 01. 2023 - 10:38— 6 z z O v F N Z O w Z_ to Z W m in z z O �aZ y" J J W O LL. 0 H Z _ z Z J LL C �.0 a W w W J = z v 19 z_ f a W W m w o: W a N 1382.091 ' PROJECT MGR. ' MAY 69iml STRAND ASSOCIATES° SHEET 25 CLARK HILL DETENTION BASIN OUTLET CONTROL STRUCTURE (S-10). SEE DETAILS ON SHEET 8. PAID AS MEDIAN 2-GRATE EMERGENCY OVERFLOW ELEV. 813.00 NWL 806 100-YEAR HWL 813 I � ✓ 3}. , 9 i E 5 O y. I 3yi. ,r t ------------- 813�812�811 816 .814= 818=817 8167. — — E 2819 " 822=�0821— , 25 824�^823� r k r' f 6 z z V! z O t� N N x 'Z N z O = o w O v m W z z JOB NO. 13e2.091 t PROJECT MGR. MAY 33r 1 g7 4 J ALI W 4 i r � k. STRAND ��• r j { ASSOCIATES® SHEET F � 26 1382091—FILL SrrE GRADING PIAN.dwa Time: Auo 01. 2023 — 10:38am NOTE: 1. ONLY CLAYS REVIEWED BY CITY REPRESENTATIVE' 3 9 „11101{ p js MAY BE PLACED AT THIS STOCKPILE SITE. 2. ACCESS TO THIS STOCKPILE SITE SHALL ONLY y(. °v 1 OCCUR FROM CLAIRVILLE ROAD STA. 111+67-112+67 i `) \ ACCESS VIA COMPASS WAY SHALL NOT BE ALLOWED. N �1. r I, ?, qy .✓ 100' WIDE ACCESS r " 1 �v, ag .- i f ' 50 ib0' 1 CONTRACTOR MAY MODIFY GRADING AT THEIR EXPENSE c ! DELINEATED WETLAND (TYP.) = f y '4> ' IN THIS AREA TO FACILITATE HAULING. RESTORE _ a , i yr 1.5 J P ' # " . O S SPECIFIED. '•, i j 5 DISTURBED AREAS WITH COVER CROP A - _ { fw i ( 51 t f f jjj{jj € I•: }} 3 � � �1}I r,ld.. / � 1 ;t ! ;�} +�, � x42 `1 4 J 6 Ni>i� PROTECT POWER POLEVMI it it VimClT� f.. ,. , l n a, it - - ....': .. _ -,*•-- _ _ +1 1 t. . } , < , • > s r - ,1 1 � i ." — j€ _ ,_> � ,•- ..,, _ � � � _- =_ _ _ _ - :FURNISH AND INSTALL ANNUAL COVER CROP PER CITY OF OSHKOSH -- - _ — STANDARD SPECIFICATION SECTION 2600.3.6 js„ p} _ _ _ * .: ;-• a: it ._• :r «��..,� ..,�. iml — ars J. - � s. i - i - ----------------- ------------------------- I{ _ _ :^ - -----`---------- ---------`------_`------------------------------------- not-x, ---»-. --__ - - -- - FaNIJ - - - - — =- VOL _ ---- - - , U , E a ,.. �...,..., z ,.. ,> ., 2. r yr a,_. ..., s �___ .. ,., _�.—..__ .. — : .. - ,,,v ,. :......,, .. ,...,, ,r .,... _ --_ --------------- r ^„- -, . -.---_-_s------ ------- �:.-_:-_ „ _ Y _ - ---- a 7 --- ---- _ ---=-------`-_------ --------- ------ _ - Y 4 -. 1 a -_ -`--- ------- --- ------ -- i d ,n �. — rA t9 t n > — SILT FENCE TYP. = `- —= - T---- ------- ---'-_ -----. -----`----- NOW`{ 1 ( ) -- mw - - - -- - i - ------------ --------------- - _- u, - - _ .. - - -P --- — - a -- - - - - _ c0 G0 O t _ - - _ � ''? STRIPPED TOPSOIL FROM STOCKPILE SITE � ---- ------- A �-,_ _µ_-_ _-,:_ = Q G=(„ d � }k' ,ii SHALL BE PLACED ON EXISTING TOPSOIL PILE " ed , 4 1 _ { r t " �._ -__ , s _ _ ^ '.. �.�_..#�,., I __ _ - ,,� - - - ` - - .,� - - 5i€ J 1 s z _ -j { t a: - 1i( , r F _ - --- } pp -�- } +�4 f• ,t,,3'.. �.., ,w. S:\IMD\1300--1399\1382\D91\Dr..In.s\CAD\Civil 3d\Sh..tsPlan\1382091-FILL SITE GRADING PLAN.dw Ti— Jul 21. 2023 - 2:41— z N z O v W N_ yO ; i = 7 0 z O ;; O V O � m W z z 3 LEGEND ® MEDIUM RIPRAP WITH FILTER FABRIC S,�S,�.`: ARTICULATED CONCRETE BLOCK MAT r - N y SILT FENCE © INLET PROTECTION o o TURF REINFORCEMENT MAT 0 o SYSTEM DITCH CHECK CLASS II, TYPE B EROSION � ROCK DAM ® CONTROL MAT WITH TURF GRASS ®CLASS II, TYPE B EROSION CONTROL MAT WITH NO -MOW FESCUE TEMPORARY ROCK DAM AROUND PROPOSED OUTLET 7 ' STRUCTURE. AFTER VEGETATION IS ESTABLISHED r 1 a SPREAD ROCKAROUND OUTLETCONTROL STRUCTURE TO PROVIDE STABLE ACCESS TO OUTSIDE OF STRUCTURE BELOW ELEVATION 793.00 "t • . FEMA FLOODPLAIN r C s_Roafl 8v3 ' r i-,E `'` , 3 E• '} i a •,•\, i ,.n, `�f✓. -,; v _ - 10 jl ( { j 2 ' ' -�...� r �y "•� � r .+' �,, � ice, ,�. � �� / � �: , ..-. ,.f '+....: ' a ..r^ .- ..., a � ! f J4. r, 0 =• A.��., ,-.100"", ..., .�--,.. ,. ,,,r ,/` •- _„n __,. - �, % r' � ,•' tom. I I a O /7` 7 - ARTICULATED CONCRETE# BLOCK MAT \. i � - � � ✓", w ';.,r l � fs 'v �`�, � 'v, � ��: .` � � { ` ° air° :� �t - - ,�-,✓> �l .ti,. 'Z., �,n .-. cr- °" _ ` f .,.,� v�� I `\. �` `,S � � �. \� ��\ et <. � rt.� „lf. �-,�o �° r Z ,-. ��`j`'/�, a•, m r,. s f, I •f % �' �� , � ^. 3� ,:; t 1t ' �s'# � J g� ) � �� {' �i I � 'd, �J"- �'.- 2PP l" x 5' 6 , • + i l 1 i y # 33 S • Al r?, 6 ` ys, ._n. ,-� eq 'i�i 1 r f ._., ., ,. 3 i �i�1<. 1 +�� Ia -�. r -�, �_, r cr � •�-. � �\s ' �ti,._ i , i-�-.%p-� e-, �f+- t'� t,, � �. c {,� n'r Q E � �` k c, �`" , s „� .qr _ 1 --- _ s __,��' / , --„s" , 6 ` � -„�� / � �»�`T r f iq , e,, �✓, yr 'S ' 3 S i � ` fl' } '''Li /_ ,•✓, � .l �-�, ..-.. `�'� ., C jr w.., ^ .l w� � .) c � A� � f""' _ \'*•�-`a {' < ^i E 3 . F i E ` j� C i ma's ,r,,. �"i ..1 ...1 _j• f.:S i'Si h' 11 DELINEATED WETLAND (TYP.) r r J ♦ , }i , 3 S I V., C. S ,".t .,-1 .., f 1✓� - r v— li., i'c.%p �� m } t `, t { j \ `t I { 'z V ql I�. � �� s)}�.. ..,�Y ,f` {� W ., �• u 3 ? t�� } ° e�,e f � C qo rp V1. 1 y 'Z � I) f i ,:i^ ' ,P,) �, t � � � W � •r � r m r � i/� •v � .� c. � ,/ � -".� �a �cu: PERMANENT ROCK DAM AT END ` (, �j �.) ! _ ��° r0vY w w d wvr> / °� OF CLARK-HILL BASIN OUTFALL �..,, �ti/ � [ k .-! Qt4' � � / S `.F3 ji` '}' L'�.�,f".c,. r„'_1 �� .,W�•'�- Y `a ,.J � 3 /f 1 { � / � /9 I .,� \.,,. �� ` �e �1` � �i�I �%,. ` z� � •v �..,' �34` 7. `1 e ...,.r 2't _ n�'� e ,,l t yam. — ` i'�ff P i 5 � ,i s. a �P)xmop 1 ) i O a ` J C [ v � . CLEAR AND GRUB ZONE B (TYP.) / r< 7 c, F \ ( Ls'o V c 5� o z la z try ,�� r;� � `"•it � � /{ �-w� Y a H� co ° o F Z o , rem / f Al 1 NOTE: CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS i OF CLAIRVILLE ROAD. CLEAR AND GRUB- ZONE B SHALL APPLY TO ALL 1 f ~ t L VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS 5 f OF THE RURAL II BASIN, CLARK HILL FILL, AND COMPASS WAY STOCKPILE SITES.� 1382.091 PROJECT MGR. I MAY 4 1 iml STRAND ASSOCIATES® SHEET 28 rne• c•\uAn\tine--1.399\1382\o91\Drawinos\CAD\Civil 3d\SheetsPIa \1382091—EROSION CONTROL PIANA.. Time: Jul 21. 2023 — 2:43om LEGEND NOTE: ++ ® MEDIUM RIPRAP WITH FILTER FABRIC Im ARTICULATED CONCRETE BLOCK CLEAR AND GRUB- ZONE A SHALL APPLY TO ALL VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS x' MAT OF CLAIRVILLE ROAD. ( ,,1 h --fie— SILT FENCE CLEAR AND GRUB - ZONE B SHALL APPLY TO ALLz� 't I & VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS y © INLET PROTECTION m TURF REINFORCEMENT MAT SYSTEM OF THE RURAL II BASIN, CLARK HILL FILL, ANDDITCH COMPASS WAY STOCKPILE SITES. CHECKS PLACEDDITCH ( p 50 100 zoo • • • • • CHECK ROCK DAM ® CLASS II, TYPE B EROSION CONTROL MAT WITH TURF GRASS EVERY 200' (TYP.) DELINEATED WETLAND (TYP.) TURF REINFORCEMENT MAT ` d� SYSTEM 15-FT OUTSIDE a } ®DITCH CLASS II, TYPE B EROSION CONTROL w. ( t BOTTOM • 1 \ J MAT WITH NO -MOW FESCUE �x R _ ,� S"` t p V o ` I Ail ? ° .1 --- — — �* '''\ '{ i `t `i Y'e ➢ " _�� , �i � � � � m �, o k .)"t P wa -1.i k '`.... }y y.,=. \ mR Pp wJP , _ 9 lF ar,,. 1 11 pq miq _ o - _ ' d d T ° a r' � � � m � � t t ( L�II �..A �� axy 15 � � S i �"�"+. 3 � ul, �- f jlit'[ r � � �, ° $ 802 P 4 s 6 qq u x '} (~� 5 19 4fr q� �1 { ` , �d m �.t2' °j '? �.. ,yJ' {•-• ^L, { It,.. r � � a q , �i a < tj S. t �t 1 -.-.� ' . "' '"'$. °-._ .� l i r ,. ' , _Y r''•• y r; Z N Z z fit s �a �� t 3 Q Q ' �� i IL 0 O t - v d W p Lu ✓ (r� ZQ z „ >_ < Ix tv lu "� r - J t ! 2 {{ tt '�1 �-^, � '_^ • Sp ,.. ^� ., pp / t a.. ,.;J �� Z �" , --,_; r'" `�! "ate ✓ ( Z Z l i Q 1 t 1 PERMANENT ROCK DAM = i 8 0 z 1i} r �` # 1 tips ✓ I f LEVELSPREADER W W ; CLEAR AND GRUB, ZONE B (TYP.) r / f j� { s �,go G } # •5 3� t..r t1 3 - /f '3`4'. �::i t ="ii, I .:s" ., (,` ry '� �, `f' l f / / .,� t:-,y;x - ,r'` "* "+., `' �,• , 3a {7`i `„�.+ I• t �- 7 �"; S I� -' �. w-N^ ,.s.-: 2'7� '1' i f"„�- "".,�p� pa-ro t ,.�• x, r l 'i t,`m' t i�� Ct ,s a _ 81 i p IN g — — µ _ CLA RVILLE ROA I D T-.. _Y _ 0. f ��,..-.:�-_ -.'"`.._ ,mac "µ.. y y, 'w� '`- ld 'Y:..w.�,._,. � i,,,� -_- ��..,`� ��'� �✓"-x. .�,..a.....,_..�,,, ,W.�o.. � ..- �� ' �� f_ � � ��c� f"' �!` MEDIUM RIPRAPATDOWNSTREAM ' 33 1 I JOB NO. j{ %� ., ., ml 4 �, Lµ ;,,."^ `"'""" ""'"" ✓' 't' '''M' _ `""" "�'' t ` , ,,,-.- r \ OF DUAL 48" CULVERTS ? !� TURF REINFORCEMENT MAT 1382°097 SYSTEM 15-FT OUTSIDE PROJECT MOR. I 8� �qgg 1 f -= i ) �✓ �.. 1 P _ } 1 , i �s DITCH BOTTOM MAY ^- � ..._ •,�¢��./`✓� /�. +-•� �, ., ..r+ � / �� ,�� r ':� I iR n T P9 s•'�, "� � �}�f j � � � r} °4 �, �� .�.. ��'...,.�'�_ _ s �° �. �-- _ . ��, � # a( w r�� '�, �, l `t � �� . 1 �� ``� � � fit„ �.. t `�-`� >�,� , / ti DITCH CHECKS PLACED EVERY T h _ ;. ) ,� 1 7j r- 2 '3 y 50' FROM STATION 6 30 TO6gAl ( $ - t t 10+30 OF FILL SITE ALIGNMENT w w N (`{ a P L2 gj 0 q s Ij s DITCH CHECKS PLACED E i ", ;' EVERY 200'— z .�_ STRAND ASS0CIATESO SHEET 29 ni.• c•\us0\tun--1399\t382\lwt\0rnvi... \CAD\Civil 3d\She t.Plan\1382091—EROSION CONTROL PLANA.. Time: Jul 21. 2023 — 2:44om LEGEND NOTE: MEDIUM RIPRAP WITH FILTER FABRIC ® ARTICULATED CONCRETE BLOCK MAT , CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL - VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS OF CLAIRVILLE ROAD. f ^ -✓ '"� � "� "" P CLEAR AND GRUB ZONE B SHALL APPLY TO ALL �z� @— SILT FENCE • - VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS " © INLET PROTECTION o o TURF REINFORCEMENT MAT OF THE RURAL II BASIN, CLARK HILL FILL, AND w o o SYSTEM COMPASS WAY STOCKPILE SITES. a .-- / - €._ - ✓ ......... DITCH CHECK ROCK DAM ® CLASS II, TYPE B EROSION r 1 J S o o zo ao CONTROL MAT WITH TURF GRASS l tr ® " `'° �'✓- CLASS II, TYPE B EROSION CONTROL � a a w a .�. •'"'E="_ <S".=w�'` W v a N e a a a w a �s w w o a .. S �+ • w w yi b ; .�., •b �'*' � w m -a' w - w w a ,4 m ,y R, a ! "...% R.-w m.>:-* .g,.l y �,. ,�.,......._gr-�.v"-� a w � a w �wy1`�r�"�-,��.la•�,1�:�.�'�,��. �� a w a w w w w w a a w �-•a �, m •. ,i m v d, ,y % w m ,„ '� a v �'m a m w a w a �, w,e„y a�v a a a w MAT WITH NO -MOW FESCUE � -v d a a m �a �w w m � a m ��v vwa w "T' m a m m vd�amm � <, " m s. a. a m awwawa a m �,. mw d m s r. a as a m� a� a a w w m m a CLAIRVILLE ROAD aw aw s mw �oaw wwmm awa d• f �i�m5 v ammw�.w� w> _aa mm.r r v vwd� m�°� 112+00 113+00 114+00 I I 115+00 a a — —r �m w a s a a c- a y m -'a k, a w$ a m w v m » w a a w a n .. v a a a m s a a .s a m w- w""a . � i 1 m ro a n a a a � ➢ w m w� � a w a m a w a w a w w a a m a a• u w �., w v e w a w w a w a +i w m v a w a a m m m w w m Al EROSION M COVERING a u w w_ m k ..-.-'v�-" �LL...='--..-..�k..._,....._._.a ; "`.-_...,...... w a. .1._u..... �.�....�-r��..-..._.,,.....� ....,,._.-.-._..r,.,._,.w.... __...,_..,_ .,�...u....,_.....,_.. .�... ,.- _....,.......,........ AT 4:1 SLOPES f a w w A3 • ,r�.. s�- ,... �.. - �.. -�� r a s, d. a w w a m a ' 1 f re m w w �, ��m a u v v a a m a.-..,. .._� ,a„ � ...-.- _ ..>..- - -• ..� .._._ „---� ,� w w a I m a a a a m wa r a s a a e DITCH CHECKS (TYP) a a m m ate, a m w a SPACE DITCH CHECKS -� EVERY 18" OF DROP a a• t d• �o e w M a S / a � m w m o\ � a •. .. twt 4 Q i I '•& W v Y m � Yr W " 9 i � iA 1 (n a a a m( A A a � a d• m e a w m m m » jv m " �m m a w (n w a� 3 j r w � mf Flu a ST 00 118+00 I 803 r n i DELINEATED WETLAND TYP. «g ? f _,ram j _ F~ - CLEAR AND GRUB ZONE A (TYP.) _ CLAIRVILLE ROAD 119+00 _.j 20+0( "80- EROSION MAT COVERING 4:1 SLOPES 121+00 L f �� i�®�r�o�ome®�� • ��'I�I�i�i%®f®i�IiFP� • 122+00 9 0 N N w Z J 2 U 3 JOB NO. 1382.091 PROJECT MAY MAY 4 - STRAND ASSOCIATES® 31 Cla: S:\mAD\1300--1399\1382\091\Om.1...\CAD\Civil 3d\Sheet.Pla \1382091-EROSION CANTROL PLAN.d.. Time: Jul 21. 2023 - 2:44nm LEGEND NOTE: r rz CLEAR AND GRUB - ZONE A SHALL APPLY TO ALL LOPE INTERCEPT LIMITS E VEGETATION WITHIN THE S ® MEDIUM RIPRAP WITH FILTER FABRIC ARTICULATED CONCRETE BLOCK i y / MAT OF CLAIRVILLE ROAD. SILT FENCE CLEAR AND GRUB - ZONE B SHALL APPLY TO ALL VEGETATION WITHIN THE SLOPE INTERCEPT LIMITS © INLET PROTECTION o o TURF REINFORCEMENT MAT OF THE RURAL II BASIN, CLARK HILL FILL, AND 0 o SYSTEM z COMPASS WAY STOCKPILE SITES. "'. DITCH CHECK CLASS II, TYPE B EROSION ROCK DAM CONTROL MAT WITH TURF GRASS - _-CLASS II, TYPE B EROSION CONTROL _._ .•- '^"" _ - , .y.�--- " 0 10, ._2a S— MAT WITH NO -MOW FESCUE - c SILT FENCE (TYP.) ` r CLEAR AND GRUB, ZONE B (TYP.)� y o a.- -- J --------- - - - - - - - - -- LLI 298+40 299+00 301+00 302+00 303+00 30 Z w -. aoA gp3 p' f ST ST T�---�--� - - - - _- - - - - - - - - - - - ---------- `y-�- �,.A _ -'. �_� a �Sm v v o( v s fN ^t I rt a � b v w v .. a w b w b . a v '« v b v v" •Y {` `�.il �" �' m �' p,-•• w v e m y w y A y y u w �wv tw wy �f ry� w b w w w gITCHcyECISs(T�P.)Ei� iw��b�w�� z>✓ l w m Ua y m W b m w w m w SPACEmDITCH CHECKS, 9p w w y w w m w y w y y y w y EVERY 18" OF DROP_ ww- o ~ � �a b w m. s + /� � w + m �. v._ v w ,,, � .w� .,.r,..• e,�w .�, w � � .e. -:...� „ _ r a b . �..W. � _.�. w y y ,u-.( w�._w.. w y q � w,�� b ' � m w m w y ------------------------ / DELINEATED WETLAND (TYP.). rn iIt r � .� "� � � %� �'"" � � � � • it � �€ I f _ 1 Nk�4 � t po a UD 305+00 308+00 m07+00 �!Jl 57 00 L, z�._.- J U. y w a bw Q — — — a >, -b r �ia c �i ,,a "`�v, 1``w � a � b �� µ 1 7' r� T � } w y a w w w w w � .v w m a w Ij t t '• t y� '`" l ` y w a� w t .2 JJ •3 zr- y y f I N �- �.i_ a�''O 1 w y w s y" k 1 "w . a a b ,✓"` 4 m y w w y .. o y a y a w y w ,� w a w w r� a e y + t ( � i a' y t ✓'_1w v a w w iv r w w r b • v r`\- � � '> v a w � v y w �. w� mlw w < v. y t ) ,! v �� r-' / y r obi^a h W y S u 'b Y vM •.5 w W •Y \\ `/ '� / '4 W •Y w ,b W y y y v w Ja y� yr 's b y� f t i Y. � W W t )/ .y ( y \4 .y L. �y. ,b�^ J� J v W w a W W •4 m v av Lw bb j`` t 0 y /' b `[& �({'Y w w a b w a W w W w V y v Y w J• w ( w i � /�! w m N w w w W w w w b a y w W w� v d' a w 1 k fco _. v' t v ' 4 b .n W Y n W •b •V w 'E w�Y •b\� w y V' v y w ®^�1/ w' v' m Y Y v w 5 v m Y 'YI b w v� J' Y m II � .v z N z w M N z Z N Z O = O L) F O ci m W z z 3 JOB NO. 1382.091 MAY STRAND ASSOCIATES® cie• c•\uen\13nn--13ao\13R2\n91\0rnwinna\CAD\Civil 3d\Sh..i.Pla \1382091-EROSION CONTROL PLANA— Tlm 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 II, 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 +f+}+t 4+r NO -MOW FESCUE* OSHKOSH SS 2600.2.E BERM, BASIN ACCESS ROAD NATIVE SEEDING SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN FLOODPLAIN MIX* SAWYER CREEK FLOODPLAIN ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF NATIVE SEEDING MESIC MIX* SPVS SAWYER CREEK FLOODPLAIN — — — — — — — FURNISH AND INSTALL OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE DELINEATED WETLAND (TYP.) 4F Glln- C•\uAn\t3nn--1399\1382\091\Drawings\CAD\Civil 3d\SheetsPlan\1382091—RESTORATI0N PIANA— Time: Jul 21. 2023 — 2:45om APPROX.ACRES 1.54 5.79 24,97 23.47 21.10 62.73 NO NEW TOPSOIL REQ'D, APPLY HERBICIDE, PREPARE AG. LANDS FOR RESTORATION. BASIN ACCESS ROAD W �41. -N. 4�'{{',y."'�F'.y-if' ;` {F-ir-fF—H-- ; - i WET POOL µl )� ti ( +i- +h 4F +FI w r--- 4F ` 4F f 4F I +h +i- 4F +F 4F +F 41 +F +F +F +F 4F 4F 4F iF +F +F 4F +F 4F 4F+F I +F +F +F 4F +F 4F +F +F 4F 4F 4F 4F +F +F +F — — +F +F 4F +F +F 4F +F +F +F ,i+:_+1-_-k+m, +F +F 4F +F +F +F iF 41 L T WETPOOL +F 4F44 44m .......__ ..._ . ?. 4 4 +f- 4F 4F 4F -fF 4F 4F 4F 4F 4F-._:: FF iF 10 z � ix � K Z ` N m Z J Z C. 0 �.. H Z Z F W 0 .J N 19 1332.091 z V! z O v x H O 3 Y � oz n o tj O m W z z 3 PROJECT MAY I MAY 6;: A ml STRAND ASSOCIATES® SHEET 34 LEGEND RESTORATION FURNISH AND INSTALL SPECIFICATION REFERENCE AREAS APPROX. ACRES 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' ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 24.97 '+` +F -?i- -H- NO -MOW FESCUE* OSHKOSH SS 2600.2.E BERM, BASIN ACCESS ROAD P. * NATIVE SEEDING SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN 23.47 FLOODPLAIN MIX' SAWYER CREEK FLOODPLAIN ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21.10 NATIVE SEEDING MESIC MIX' FURNISH AND INSTALL ANNUAL COVER CROP ONLY SPVS OSHKOSH SS 2600.2.7 SAWYER CREEK FLOODPLAIN FLAT, TOP AREA OF FILL SITE 62.73 �— DELINEATED WETLAND (TYP.) — — - — _ — _ = 0 50 100 200 #_$# — —_—�— — — _--—_— -- ---- — — -- — -- — ----- ---------------------------------- --- -------------------------------- ----- --_—$— _ -- —— —— ——------- — — —_ — — --_--— ___ _____ _j ____ ___--------------- ---- — — ——— — — ———— — — — — —— — __ #$# $$# $— _J_ — — — — — — — — — — — 4 _—_ _-- -- _—_—_ _—— _— _ —_ _ —_ _— _ —_ _—_---_ _—_ _ —_ _----------------------------- -- ----- -- $ ---_—-----------------_--_-- _— _--——————— _ —_ -- —— _ _— _ —_— _— _ —_ -- —— -- _— _— _-- _--—————— — — — —_— #$ _ —— ---_—-_—_—_—_ — — _ ---_ —_---- - --------- — -- --- ---- — — — — --- — $ _ - —__ _ - —__ - —_— - —_— — _________—_______ _—___ _—_ ___ — ___ _—_ _—_—_______-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-- _-_-_ $ _—— —_ _ —_— — — — — — — — — — — — — — — — — — — — — — — — — — — — $ _ _—_—_—_ —_—_ _— _—_— — — — —_—_ — — — _ —_ _ —_—_ _—----- _ # - - _- - - -_ _ -_ _ _ _ - _ - — -- - -- - - - - -- - - - - - - - -- _- _ -_ _—_-_ _—- _—- _—_-_-_ _—- -_ _—-_ _ _—- _—- -_ _ -_ _ _—- -_ _—__ $ _ -__— _ ------ - ------ — — -- ----- ----- ----- -- -- # _ _—_--_ — _- _ _— _-_---_-------- ----_- _- _ -_-- — - -------_-_--------_--_-----_- # — - - — -_- - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - _— - - — - - - - - - - - - - -_- - - - - - - $ $ --- _-- _ ----_ _- — _ -- _ _____________ _________ __ ___________ #$ - - -_ _ -_- -_-_- -_-_- -_ _ _ _ _ _-_-_- -_- -_-_- -_- - _ _ _ -_- -_-_- --------------- - - - - -------------------------------------------- ---- - -- - --- #$ -- -- - - - -- - - - ------- - - - - ------------------------------ - - - --- - ------ WET POOL $# #$}$#$$$$$$#*## — -- — J c u J Z N N W z w 0 O w = ! H ° N z A O O J , O V IL 0 O I W W W Z Z_ F � 1382.091 • ql - rr -r-Tr••-r r- y y r r r r •n r rr T r r• r r • r r r -r--r� -T... T T �- -r T T -r -.- -. _ _ MAY CLAIRVILLE ROAD IP I N N STRAND z n. 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ACRES C f E f E F # f f E f E E e f E F E E E E FURNISH AND INSTALL CLASS II; TYPE B EROSION OSHKOSH SS 2600.2.5 H V F § F DITCH SLOPES FRONTING RESIDENTIAL PARCELS 1.54 a F E E CONTROL MAT; FURNISH OSHKOSH SS 2600.2.11 Z E E E AND INSTALL TURF GRASS' E F E FURNISH AND INSTALL CLASS II, TYPE B EROSION OSHKOSH SS 2600.2.6 FILL SITE SLOPES DRAINING AWAY FROM SITE; DITCH SLOPES t0! ++ +F -+F ++ i- .}}-` _ .{{." w ' .}{_ �6 * w4 * ?� +' MAT; FURNISH AND INSTALL NO -MOW FESCUE` OSHKOSH SS 2600.2.11 FRONTING AGRICULTURAL PARCELS ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 5.79 Z Q Z G Z m y Z +i- i+�+i-a-H- "++' +f- -FR +F` ++Iw+f• -t+- } ++v +}a++ w ++-; -+ ++. -- +Ft F!! NO -MOW FESCUE` OSHKOSHSS2600.2.6 BERM, BASIN ACCESS ROAD 24.97 q Z 0 O v * * '* +h +fl * ++ -I+- �' -H-w {}+, i+ * „ , fi-a ! e NATIVE SEEDING SPVS ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN 23.47z� J J W y y {{ } ++ {} {} w+l+", m +F FLOODPLAIN MIX' SAWYER CREEK FLOODPLAIN y z O �' '1 .+ }} }{ }} 1} { }{a It +F W++- }1 +i w � ++ NATIVE SEEDING MESIC MIX' SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21.10 Vi C W = +F •=H- +F -W +W ++-W 4 ��}- •eft- * *44 ' w � * - - - - AND SAWYER CREEK FLOODPLAIN W O y :± O -+6 ++w ++- w++ +i H#' h a _ - - - FURNISH INSTALL ANNUAL COVER CROP ONLY OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE 62.73 o 10 zo ao J y O a O t� W o w 'FURNISH AND INSTALL COVER CROP IN ADDITION TO SPECIFIED SEED MIX y O 44+ w, 2 C F ~ O w +b -Ffla-FFw-Ff• wli-{- ++- +b -H�v -+F y w ++-W w a a w H W m r �. w (H- Q W m W W+ W ` Z �` w w yiiH +F• iF 4- 4 4 ++- JH ++- +F �+I -fir • a w a w w r w-+1- "9i- 4 -+F *i +F1* 41- #1- 4 a a d �(} #"-H- .. W w w w 0 .. .. + N la lu f- f- (n 00 118+00 0 119+00 120+00 121+00 122+00 L11 z CLAIRVILLE ROAD LU z G y _ _ _ _ _ ST JOB NO. a w W Ww w W w w w a W W a s w W - - -- w w -- -- - - - - -- - -- --- - "--- -- - - - ' - - - -- - - — - - - - - - - O ECT91 PR J MGR. w a• ,r w m m w w a MAY 6gAk STRAND ASSOCIATES® SHEET 37 File! S:\MAD\1300--1399\13B2\091\1)m,inas\CAD\Civil 3d\SheetsPlon\13R2091-RESTORATION P1 .dwa 11— Jul 21. 2 11 - --m ST ST ST ST O In t 123+00 124+0 125+00 126+00 N CLAIRVILLE ROAD Q F- w - -- - z ST J Q APPROX. ACRES LEGEND RESTORATION SPECIFICATION REFERENCE AREAS 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* '.+ 44 ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 24.97 a a w f t1. .41. " 4 NO -MOW FESCUE* OSHKOSH SS 2600.2.6 BERM, BASIN ACCESS ROAD F NATIVE SEEDING ELEVATIONS BELOW 794'; SHALLOW DEPRESSIONS; WITHIN 23.47 a FLOODPLAIN MIX* SPVS SAWYER CREEK FLOODPLAIN a e a NATIVE SEEDING MESIC MIX* SPVS ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21.10 SAWYER CREEK FLOODPLAIN w DELINEATED WETLAND (TYP.) FURNISH AND INSTALL OSHKOSH SS 2600.2.7 FLAT, TOP AREA OF FILL SITE 62.73 a — _ — — ANNUAL COVER CROP ONLY *FURNISH AND INSTALL COVER CROP IN ADDITION TO SPECIFIED SEED MIX O O t OD N 00 129+00 130+00 1+00 LLI z— J t \ \ cQ CLAIRVILLE ROAD t '1 i i t gz� - 0 10 20 40 1 C Z z. 0 IL ! Ix z I 0 10 20 40 J , 0 N I i w� I r. 1382.091 PROJECT MGR. MAY 6: A ml STRAND ASSOCIATES - SHEET 38 3d\Sheet.Pi.n\1382091—RESTORATION PIAN.dwo Ti..: Jul 21. 2023 — LEGEND RESTORATION FURNISH AND INSTALL SPECIFICATION REFERENCE AREAS APPROX. ACRES 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 N 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* ALL BERM; 4:1 SLOPES DRAINING INTO SITE; 15' OUTSIDE OF 24.97 4 4F + NO -MOW FESCUE` OSHKOSH SS 2600.2.E BERM, BASIN ACCESS ROAD +F 4* 44" NATIVE SEEDING SPVS ELEVATIONS BELOW 794; SHALLOW DEPRESSIONS; WITHIN 23.47 0 10 2040 FLOODPLAIN MIX' NATIVE SEEDING MESIC MIX` SPVS SAWYER CREEK FLOODPLAIN ELEVATIONS HIGHER THAN 794' WITHIN BASINS, OUTSIDE OF 21.10 FURNISH AND INSTALL OSHKOSH SS 2600.2.7 SAWYER CREEK FLOODPLAIN FIAT, TOP AREA OF FILL SITE 62.73 - - - - - - ANNUAL COVER CROP ONLY 4F 4* - tr -tt- _w 41- +F 4F +* tt- -rr -rr -rr „ ",.. .. .. .. �-t ii- - +* - +t- +F 4* +F 4* +* 4* +* 4* - +" 4* +* -H- 4F 4F.. +F ++ 4F 4F +* 4* 4* +F +F -+ +F "41- _ .r -..�- -..� ..�� 1- x �� .tt---tom �+F i, -4- +F-Ii--H--"H- -#f- "+4"-if- �'F"--ii- - � #.. . ik ?� # i� 301+00 4* 4* 4F "T - F 4* -W 4+- '+4" 4F 4* �4"*-+* �' 1-'+F �44 4- —4*-'"-� _4L - - = — •�F L ^ W 44- Q +* +* 4* 4* 4* "++" 4* 44" +* +F 4+ +F 4F ++- +F 4F 4* +* 4* +* 4F 4* 4* 4* +F +F 4* 4* +* 4F 4* +F 4* 4* 4F +* 4* -+* # 4i' w U) 00 305+00 306+00 a Za ss w a a w Je a W a _ +F 4F +* 4* 4* *-+F-*" 4* +F +F 4* 4* +* 41- 4* 4* -FF 4+ 4F +F 4F -+F 4* +F 4* 4* 4* 4* 4* 4* 4F 4F *-4+-, 4j- 4b 4+:y 4*,y4* ,4* 14- +t 44 V >1'r ';- 4**>+Y--'-Y,>4F' 4} I- 4* +* +* +* 4* +* +F 4* +4 4* 4* 4* 4+- 4* 4* 4* 41- +4- +F 44- 4+ +* 4* +F 4+ +* +F +F +F +* +F +F +* 4+ 4* 4+ 4* t* .4 +* + ++ +* ' gr 4r t4 # ±*_+ ft +� ±F 44- +4 +F +F 4+ 4* +F +F 4* 4* 4+ 4+ 4* +F 4* 4+ +* 4* +4 +* +4 4*'+F +* + +* +ry 4+' 4F *4* �F * iL 4* A,** 4* 44- -4+" 4F 4t 4+ 4* 4-F 4* - +F w4F +* +* A,4ha 4*a"If" vH" 41- 41- +F +F 4F +* 4* +* +* 4* 4* +* y+* >+* J4- -y- 4+, 4+-. ++ 4F , ' -I4- +* 4* . 4* 4+ 4F + 4t 4* +F 4* 4F • +* 4* 4* +4 4* +F 4* +* 4* 4* 4* 44- +F 4* +4 4F +F +F +* +F +*y^� 4F 4F +- # 4t 4* 41-4 +F �+ - 4* 4* +* 4* 4* '44 4 44' +F +* 4* 4 4 4r 4* 4+- `"4* +F 4* 44- 4* .4 i* +4" 4F 4*a 44-1* '+F 4F 4* 4P' +F"" * 4* 4+" 4* ^H* 4F 4i` 4 .. +F. 4* a4* +F 4* 4+ 44 4* +F +* +* +* a,* 4* 4* 44b 4*a4*a+* 1+ +F 4F 4*Y +Fa- „44- # +} 4*a 4*a4* b'4+- * 4+- 44r 4*y 4*a4* •;+* �+- 41- 4k, 4* 4* 4F 4* +* 4+- +F 4* 4* 4* 4+ 4* 4* 41- -+ ,d+ �* 4t ++a. +**+* , * v44' -4* +i 4F 44- 4F -W +F ++ 4* 4F 4* 4F +F 4* +F 4+ 4F 4* J+" y 4t *11 -+ ++ 4* # 4 4* +F +t 4++ 4T 4+ +* 4* +* 4+-+ 4F 44- 4F 4* 4* 4F +F 4� 4* 4+-' 4 -#w +Fa +*a+* a+* �+ 4F 4F 4+ +F +F • 4+ 4* +F 4*v 4* 4* 4* 41' +Fa +F *4* ' * tF 44- +F �W -414- - d# +* mot+ + 4+ +w +Fa +* *4F -W 4* -W +FY +" a+F a+* 4* a4* :+- 4+" 4* +4� 4* +* Y* 4+- ++ 44, 4F; 4*a4+ A+ 4* 4 +6 +F, +* a4+ 4+ 4* 4♦y 4* +F +* # 4t +y +*a4+,,4+ ,J* 4t--lip -+ +F 4�-4+ + #F * 4F--"rF-4F-4F +* -4� 4F +r-4� •44 A -- 4*„4F 4* 4*„44" 4+- +F 4F 4* 4F 4* +F +F 4+ 44- +F +F 4* +* +F 4F +* 302+00 303+00 _4 4* 44- ++ +4 4* +* ++ 4* tt- ++- ti- tr It _4F 4F +F ++" 4* I-. +r �� 4F � I+ * w iw H a � w+ �+ 44-it �+ -W - 1- +I .+ 1. t+ � � 7+-ip � 9 4F ++ 7tF 4t * 4* +* +F J+- -#- 4t +*, ++ +* �+ +} � 4** +F y. 4*� y+F J+- # 4t 4F 44- ++ ++ tt- it ++ +* ++ �4- +� ++-'fit+" 4y*, +* +* 4 4r 4* +F 4+- 4F -fF +�- 4+ 4F ++- 4* 4* 4 tt +F 4* +* ++- 4. 4 ++= 4 +4- 4 +� -W +4 +F'+F -T* 4 4fy *'+F '4F 4F 4 4 + 4Fa+F'+F 4F 4 4F 4Fa4F'+F 4F 4I- 4 +r+F +F''4F 4* 4 4* 4* -W +*w 4+ ** * +1" +r 4Fa 4*w* IW 4* +* 41 4F'" 4* a+F 4' 4F -W 4Fe 4*a4F 41- 4* 4* 4w 41 *-4 w 4* - 4U- +t 4*a 4* *4* 4F i+- -It 44- 4F 4F .a41- f* -W 4t 4 +F ++ 4+- f* -+� +t 4*W 4* +* -+- JF 4! +*a ++ 4+ 4+ + 41 } 4,t -+ a 4Fq�4F 4F J* r� 4+ 4F 4 . ++" 4F �F f� 4F +*. +F +F J+ 4* +t ++. 4+ . 4� _+* t+ � +� ++ ++ +F }F �+ +* +F ++- 4 4f +* ++ 4* ++" 4 4 44' +* +F +{ �* i* +� 4* 4*" +* +* �* � ++ ++" 4* 4* +F �+ 4� +* ++" +4 -N"'^'-W 'W +1- 41 4F, -4+-41- `'+ 44- +* 41, 4*y+F * 4F =+F +* 411 +V +-'^ W +F 4F _W +N *F * '+ 4+- * 4M -W= 41- 4*a4F aW 41-y 44- -Hr 4Fb * a4* 4F +F 4+ 41a if-+F �* !*y�4F -Hm 4F>+Fa# *H 4* -w 4M *,44- - 44- +1 4F 4+w 4+w 4� +*Y +F W +* d4* 44" * 4h 4FW +* b44- u++' W 4t 41y 4F•Y +F a+* y4+" jI* V 4F 4* v4* W ^%+- +'. 4+y +*y 4* +k +F. +� .4+ + +* +4- 4* +F +F � 4� it 4* 4F 41- � # ++y +* . 4F 4F �+ y 4t 4F 4* + ,. 4� ' -I*-�4* - "++ X-4� � -+* - 4F-+* �F +�- 4F- � �4 � x , �, +F „ ,p- +F +* +* 44- 4* 4* +F 44-..4* 4F-+F„4+-„4F„4F +* +*� - *y4F+ 444- +* +F +* 4 4F +* F * +* +*+ DELINEATED WETLAND (TYP.) a�a �a4 w w a E a b - — a* r 30 57 w a a r " a * 307+00� b 4+* 44- * a+F 4* 4* 44- 4+b +I 4* a4* i* 4* 4* * 4+ + 4 4+ +F 44- +* '+F atF +F 4F 44r 4*>+Fa+F aHj a44. 44- 41, 46, f 4+� 4*a4* w4+- 44 4w 44« 4w 4* a4* + F 4F 4F a 4, 44m 4*a44- J4* 4* 4F 4+ v 4 y 4*W +* a4* F- +F+F-4-+4* 44- 4* 4* +F 4F 4F 4aF 4,t yjyj d � Ia a, b N 0 10 20 40 0 z a.3 od 1%z W Q J 0 J H 0 rx ' JOB NO. ' 1382.091 MAY STRAND ASSOCIATES°'. 39 n!- c•\uen\tlfl(1--1399\1382\091\Omwi...\CAD\Civil 3d\Sheet.Pian\1382091—RESTORATION PLANA.. Time: Jul 21. 2023 — 2:48om 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 >-->--->_--> W4 O O - - - - - - - - - - - - - - - - - - - - - - - 1-4 YS I STA:102+25 102+00 - - - - - - YS 103+00 - - - - - - - - - - - - - - - - - - - - - - - - - STA:103+50 Y4 1 0 105+00 - - - - - - - - - - - - 10 101 00 Y4 CLAIRVILLE ROAD YS W Z U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — wa Q I gz� 0 10 20 40 0 + O STtST-->->->->->->->- ST W4 .- U) r4Y41 U) W 00 107+00 108+00 109+00 110+00 111+00 W z CLAIRVILLE ROAD Z El YS U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U Q — — — — — — — — — — — — — ~ 1382.091 ' PROJECT MAY ' MAY 69jimi STRAND ASSOCIATES® SHEET 40 Flla� S:\MA0\1300--1399\1382\091\0rawinas\G1D\Civil 3d\Shs tsPlan\1382M—PAVEMENT LMKING.dwa Ti— Jul 21. 2023 — 10:42am PAVEMENT .'—MARKING LEGEND W4 PAVEMENT MARKINGS, EPDXY, 4" (WHITE) Y4 PAVEMENT MARKINGS, EPDXY, 4" (YELLOW) W18 PAVEMENT MARKINGS, STOP -LINE EPDXY, 181, (WHITE) 20 PAVEMENT MARKINGS, EPDXY, 4" (DOUBLE YELLOW) 0 io DY PAVEMENT MARKINGS, EPDXY, 4" (YELLOW, 12.5 SEG, 37.5 GAP) — YS 0 ST T W4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11 0 CD Lr) + 113+00 112+00 114+00 CLAIRVILLE ROAD 115+00 Ys 116+00 w z _j — — — — — STA: 112+00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- 4 ZF A 0 10 20 40 A 0 A z 0 A E3 + c\I c:) C�p — — — — — — — — — — — — — — — — — — — — I+ — — — — — — — — — — — — / < — — — — — — — — — — — — 119+00 120 121+00 122�+00 uj ' +00 _j cf) 11 z DO I :z 00 CLAIRVILLE ROAD w 0 0 — — — — — — — — — — — — — — — — _j — I > — > > > — — — — — — — — — — =7= — — — — — — — — ST— — — — — — — — — — — — — t -- - z 0 rn 0 z U) z z 00 0 0 z z U) 0 w P o h W Q 0 0 Z 2 U. 0 0 0 Z Z 0 w M 1130 ul z > U) M z Lu w 1362.091 I PROJECT MOR. MAY I AL =I STRAND ASSOCIATES® SHEET 41 Jul 21. 2023 — 10:42— 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 4 . 0 0 ST �T 'ST > ST < > > > > > > 0 + f— — — — — — — — — — — — — — — — -- 7 W4� — 7 — — — — — — — — — — — — — — — — — — — — — — — — co C4 — . LO o + CN 123�+00 124.+110 rf7ys 125+00 0 126,+00 — 127t00 12 w CN \—STA: CLAIRVILLE ROAD 126+00 -- Z - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W4 w z > >T- ST ST 0 F_ 0 O YS U) 00 129+00 LU CLAIRVILLE ROAD - — — — — — — — — — — — — — — — — — — — — — — — — 1 S T STA: 130+97 132+00 1 z 0 U) z 0 Ct z z 0 0 o z lz' La C9 he iu I- 0 x >: 1% gr Lu M V) Z 0 10 20 40 0 0 0 pQQL6 0 4) >- 0 Z UJI LLI w w z I L w Fd 3: 133 +00 133150 JOB NO. 1382.091 PROJECT MGR. MAY STRAND ASSOCIATE SHEET 42 1382091—PAVEMENT MARKINGA.. Time: J.] 21. 2023 — 1� f Pos-F IF POST STA: 130+79.09/78.00' LT 50-FT RADIUS XPOS 3 ASPHALT FLUME py STA: „ BOC STA:130+9 BOC ELEV. 800.53 E o i ) ( P t 1 k 3 d i 4 11 1 SAWING EXISTING PAVEMENT (TYP.) i } t I \ B STA:131+22.05/32.03'LT \ EOP ELEV. 800.38 STA: 131+63.86/27.87'LT STA: 131+24.62/27.83'LT �EOP ELEV. 800.86 EOP ELEV. 800.49 STA:131+18.65/29.08'LT i STA: 130+71.49/17.01'LT . EOP ELEV. 800.36 r 1 3 E0 __EL EY 7^ � — — ° STA: 130+77.74/18.00' BOC ELEV. 800.20 `(Qv"1jj S 9 130+00 STA:130+77.76/15.50'LT EOP ELEV. 800.03 131+00 >_ tSTA:130+27.88/12.00'LTy_n e ._ EOP ELEV. 799.83 I 4 I STA: 130+96.92/15.39'RT I EOP ELEV. 800.22 STA:130+93.35/15.02'RT EDP ELEV 800.18 -s �Ir7� ... STA: 130+50.02/12.00'RT , [ EDP ELEV. 800.31 - tea" 130+ 18.00'RT \ 800.39 `` STA: 131+25.18/29.69'RT 1 Po? ~~t?II MIDRAD/BOCELEV. 800621 `5, _ t - <> VSTA.130+96.92/58.00'RT STA:131+36.92/57.93'RT r) 40-FT RADIUS BOC ELEV. 800.86 STA: 131+37.06/90. BOC ELEV. 801.10 cp i STA: 131+63.77/0.00'T STA: 131+87.94/0.29 LT EOP ELEV. 801.01 EOP ELEV. 800.63 0 C13 10 2: 0 N W K O ° Z O y'� v T d a �' m W H O STA:131+88.38/40.22'RT �' O v EOP ELEV. 800.54 ` 0 a Z Lu t La _' W y STA:131+89.40/46.69'RT r� ( a O V) Z EOP ELEV. 800.49 € i STA:131+91.96/42.09'RT V O v EOP ELEV. 800.47 ° y � � � 0 Ix J e, a STA: 131+92.32/48.23'RT G m BOC ELEV. 800.65 6 S Z STA:131+90.34/52.20'RT & Q W �+ BOC ELEV. 800.67 STA: 132+23.44/67.75'RT J Q / \ -FT RADIUS 40 STA: 131+86.14/70.10'RT ` (f �, \ BOC/EOR ELEV. 800.75 ' \ W i (( STA:131+87.20/60.90'RT W MID RAD/BOC ELEV. 800.71 h n v � W JOB NO. 1382.091 �S PROJECT MGR. MAY STA: 131+83.69/109.14'RT J. EOP ELEV. 800.84 E STA:131+66.06/103.62'RT BOC ELEV. 801.16 STA: 131+61.32/109.18'RT i ^ STA: 131+66.06/109.14'RT STRAND EOP ELEV. 801.41 d BOC ELEV. 801.18 ASS 0 C I A T E SO \-STA� 13`1139.521109.22'RT I j \ �e EOP .ELEV. 801.41 I I {t) > \ SHEET 382091—INTERSECTION DETAILS.dwa Time: A.. 01. 2023 — 11:31— SAN SAN I W W W r� "6i- - µ DITCH FLOWLINE N CLAIRVILLE ROAD / > �D— �-- ST f — _ ST — — -1 ST____—Q , _ > - 0 10 20 ao P-39 �� w SAN / Te.,.... - SIN SAN ' yy _> i I SANMH12 Ip '�- ®' > >S�N—> o --,—'•_ > >( "t > ._.-- > W W w..�,__y _ — { f EXISTING EDGE OF GRAVEL SHOULDER (TYP.) EXISTING EDGE OF PAVEMENT (TYP.) �" p 00 W Zp Z a J W U - W REFERENCE LINE (TYP) co t —....z G m WATER MAIN FITTING SCHEDULE HYDRANT STA=79+20.27, 36.0 LT� �— DRIVEWAY CULVERTS - 24" RCP CLASS III ENDWALL PIPE SEGMENTS V-1 = 6" VALVE STA=79+20.27, 33.0 LT RIGHT OF WAY (TYP.) T-1 = 10" X 6" TEE LT D-41 = STA.82+01.11 / 45.95LT P-39 = 108 L.F. 24" STO. @0.50 % =79+1 .90.27, 0 L P•1 = 10" PLUG STA=79+19.90, 30.0 LT I.E.=834.28 V•2 = 10" VALVE STA=79+23.27, 30.0 LT D-42 = STA.83+21.10 / 45.89LT V-3 = 10" VALVE STA=83+92.25, 30.0 LT I.E.=833.68 T-2 = 10" X 6" TEE STA=83+95.31, 30.0 LT V4 = 6" VALVE STA=83+95.31, 27.0 LT H•2 = HYDRANT STA=83+20.65, 24.0 LT 845 .0 835 ., 830 MIS �i MENAMEmmmmommmm 825 �.� III I III i i• .�� 820 i♦ 815 810 OVi) m c7 m m cv s co _. ua co. m w _.. -.. 79+20 Giia� S\W1D\7300--1399\1382\091 D�arinnx 80+00 81+00 ,..t.Plan\1382091 - CLAIRVILLE ROAD PLAN AND PROFlLE.d,va Time: Jul 21. 2023 - I 82+00 W H J Z O fi v 0 2 N EXISTING PROFILE ATCLAIRVILLE4 85O U) Z r EXISTING GROUND OVER SANITARY SEWER Z Z O O PROPOSED GROUND OVER WATERMAIN 845 Q Z I= W = Vim) yO PROPOSED GROUND OVER SANITARY SEWER - - W = F PROPOSED DITCH R o N 840 a J W O O u -. - - 0 }o �4 m — W W W -- 835 J U z 6-5 MIN , ai COVER I AQf1 EXISTING ELEVATION OVER SANITARY SEWER - PROPOSED ELEVATION OVER SANITARY SEWER PROPOSED ELEVATION OVER WATER MAIN c PROPOSED TOP OF WATER MAIN ELEVATION 83+00 84+00 OF Q 4 A FlIc-1, ,01W A DITCH FLOWLINE CLAIRVILLE ROAD 0 10 20 40 CS_A_N_M_H__1_D > N SAN SAN SAN SAN SAN SAN SAN —Z5AN>—>— > > > > -SAN SAN w w w W W 1 72 CMD 0) EXISTING EDGE OF PAVEMENT (TYP.) ---------- 0 0.) + EXISTING EDGE OF GRAVEL SHOULDER (TYP) + 00 w 85+00 86+00 87+00 88+00 89+00 90 0 z w z < REFERENCE LINE (TYP) ;7 T G WATER14A1N"FI[TTING -SCHr EDULE V-5 = 10" VALVE STA=88+67.29,30.0 LT RIGHT OF WAY (TYP.) 850 T-3 = I WX 6'TEE STA=88+70.29, 30.0 LT V-8 = 611 VALVE STA=88+70.29, 27.0 LT H-3 = HYDRANT STA=88+70.29,24.0 LT -WER MANHOLE /40;OOILT-- 3:85 z z 0 3: k 0 ZD 0 U. 0 0 0 z z 1 3: 1382.091 I PROJECTM61R. MAY I 4 A =&I STRAND ASSOCIATESO 84+90 85+00 M0DJcOAx>___ N c"o bJlba ZD SHEET 45 86+00 87+00 88+00 89+00 90+00 CLAJR%ILLE ROAD PLAN AND PROFILFd.. Ti— Jul 21. 2023 2:50.m CITY O OS CrSFi DITCH FLOWLINE CLAIRVILLE ROAD • REMOVE, SALVAGE, AND REPLACE RIPRAP AT EXISTING ENDWALL 0 10 zo ao SAN MH 15 -> SANI . r p� AN , SAN a—x —r=aA o W W W W W - W ----- - W - W a E -> ® EXISTING EDGE OF GRAVEL SHOULDER (TYP.) .a,- ,. ,_ _- - a .v- e ., m w EXISTING EDGE OF PAVEMENT (TYP) I ® � O Ow _.. ...-�,.....� _._... , , ___. .�.......m.._.., .._,_..._._,.,_...v .-._�_,.�.�..._._. _�� _w.. �...............•_....a..a- .,.�.,�,. ..,s.,..�_.s..,.�,_,---._,.w. _ ,,..r ._ �_,... ,.....",W,.�.,...,,. EXISTING 30" RCP CULVERT _,...._,....._,�,,.. ..,.,....V. ._.._.-n . v�.-_____........,f....,..,.,..,__.._,,.w.... . _ .—.� ---� �n_. .«�- Lo LU 00 91+00 92+00 93+00 94+00 95 LU z z r _ . r s._... REFERENCE LINE (TYP.) Z p # # # �1T 11 AI FITT NG SCHEDULE RIGHT OF WAY (TYP.) ;µ. ,N t e`i # ff a V•7 = 10" VALVE STA=92+81.34, 30.0 LT # '§ 4 k T-4 =10" X 6" TEE STA=92+84.34, 30.0 LT R' # # ¢ # V•8 = 6" VALVE STA=92+84.34, 27.0 LT C3TY QF 09HSCOS� i # ' 4 H-4 = HYDRANT STA=92+84.34, 24.0 LT 4 F 9 @ i < of z v �6'. 845 _ 840 835 830 825 -- --- SAN MH 14 820 815 _._.__SA 810 TT IN\ "IN% RIA 805 800 _. o�rn cD� 90+00 3oo\1 \0u.\O.,. ;I \rs \mo 3d\sn EXISTING ELEVATION OVER SANITARY SEWER - -- PROPOSED ELEVATION OVER SANITARY SEWER PROPOSED ELEVATION OVER WATER MAIN r- PROPOSED TOP OF WATER MAIN ELEVATION N N3N� �`tc 91+00 — CLAIRIALLE ROM PLAN AND PRORLE.dwa Dme: Jul 21. 2023 — 2:50— :SN I C4 NN;N :V N'C NN'N 92+00 93+00 94+00 z O F Z v z a ? m rn z z o O u Z N H 1- Y - W = N Z O z o w O m � m 0 W W = z z JOB NO. 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 46 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 PAO = 116 L.F. 48" STO. @0.51 % DA7 = STA.99+07.49 / 41.51 LT J I.E.=818.16 P-41 = 116 L.F. 48" STO. @0.51% I.E=818.06 f DA4 = STA,98+90.37 / 49.29LT PA4 = 7 L.F. 19"X30" STO. @1.18% D-48 = STA.99+14.13 / 41.4OLT I.E.=817.51 I.E.=818.01 CITY OF f.,SHK0SH p P�5 = 7 L.F. 19"X30" STO. @1.32 % p D-45 = STA.97+62.95 / 56.57LT I.E.=818.16 DITCH FLOWLINE DAB = STA.98+90.84 155.65LT ! 1 I.E.=817.51 D 45 1 / CLAIRVILLE ROAD P-41 _ REMOVE, SALVAGE, AN Das ST "" _n ST D RELOCATE _-__._.,n..._..w..........,.<.,.,,. _�_-' � � EXISTING � EXISTIN ALLS ° 10 p w > -- > 7/ ST ST t > — __ tb __ —SADi _ > _ AN > SAN SAN SAN MH 16 D-47 � D�8 REMOVE, SALVAGE, AND RELOCATE -- _o� I RIPRAP AT EXISTING ENDWALL W W W W W W W W r® <_ P 44 (� 1P 45 EXISTING EDGE OF GRAVEL SHOULDER TYP.) 23 LF 12" PyC @ 0.20% EXISTING 19 X30 RCP CULVERTS 0 p0 �,.. �.�.-.� :_.,..,,.... .......a t„ EXISTING EDGE OF PAVEMENT (TYP.) _._.._.� - - .,.,.._,..�.,_.._,.,... - - - - ..-. r _,_,. I - I—..m,.,e_..,,.. TO BE EXTENDED O CONNECT TO EXISTING 12" SANITARY SEWER STUB REMOVE EXISTING HYDRANT, REDUCER, AND VALVE O— W 00 96+00 97+00 98+00 99+00 € 10Z Z J = REFERENCE LINE (TYP) _.- mr Q r CONNECT TO EXISTING 10" WATER MAIN ,,.�e„ T n..y WATER MAIN PITTING SCHEDULE '"<-- "'�� V-9 10" VALVE STA=98+33.71, 30,0 LT ' = + y RIGHT OF WAY (TYP.) T-5 = 10" X 10" TEE STA=98+38.46, 30.0 LT Q 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 N m CITY OF O . IK SH _ d ,-�- PROPERTY LINE 31a341103t;0 CITY (- C�Se{KCSH E (TYP.) � 01 845 840 835 _. - 830 i 825 - (_- 820 - --. — -- 6.5' MIN. 815 810 1 805 800 95+00 PROPOSED .;. see' ee eee 3 EXISTING ELEVATION OVER SANITARY SEWER i - �PROPOSED ELEVATION OVER SANITARY SEWER j- PROPOSED ELEVATION OVER WATER MAIN ` PROPOSED TOP OF WATER MAIN ELEVATION 96+00 97+00 98+00 4 AND PROFILEA.. Time: Jul 21. 2023 — 2:50- 845 1 840 1 835 830 :J1J 805 99+00 100+00 z H w W J W a 0 Z Q Z J IL Q Q OTC W J J J v 1382.091 z N Z O t) x H O ; x W Z O m o w F O M W Z z ' PROJECT MGR. ' MAY 6: A iml STRAND ASSOCIATES® SHEET 47 cl.,[•\\ull\13(HI--1399\1382\091\OroW...\CAD\Civil 3d\Sh—tsPl,n\1382091 — DRIVEWAY CULVERTS-14"x23" RCP CLASS III ENDWALL PIPE SEGMENTS WATER MAIN FITTING SCHEDULE I D-1 = S +69.42 / 24.83RT 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 GENERAL NOTES: I.E,=821. 1. EXACT LOCATION OF LATERALS TO BE 821.87 AV-1 = 6" VALVE BOX REPLACEMENT STA=102+54.92, 20.1 RT CONFIRMED WITH PROPERTY OWNERS IN THE I P-2 = 24 L.F. 14'k23" STO. @0.66% G€l`f OF l,<„ Hr(tJSH D-2 = STA.102+05.42 / 24.50RT 913"345 00', ,` RH-1 = RELOCATED EX. HYDRANT STA=102+54.93, 32.0 RT FIELD. 0 10 zo ao 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 I.E.=822.11 REMOVED AND REPLACED BY THE CONTRACTOR. DA = 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 > r > > EDGE OF AGREGATE SHOULDER (TYP) I x• CLAIR ILLE ROAD ---------------- _. , _ 0 .,..,. o �.:. -#J'-..-.,.�,.._.,._.LL,.--<--.. .»..w......__ - __.f�.�..>.-,,, .., .. ,, •,...__ _-.�,,. _-.•�_ ry orb;,r O p,_.... o - _F.. _ -.. ........ + _ O Lb •• a W 00 a CD 101 00 SAN MH 1 102+00 103+00 104+00 10 Z Z 9. J 1 SAN MH 2 J -- — ASP --- Q ¥ 7 rtA t `'"-..,.i.�.,,„� - -D 1 P 1 i - - _ I —SAWING EXISTING PAVEMENT (TYP.)— ADJUST WATER VALVE, ''� �'�`' SLOPE INTERCEPT tiC RELOCATE HYDRANT (TYP.) 8"x4" SANITARY SEWER FACToj DITCH FLOWLINE SAWING EXISTING PAVEMENT REPLACE EXISTING 4' SANITARY LATERAL (TYP.)LOCATE AND PROTECT SAWING EXISTING PAVEMENT 1COPPER WATER PROPERTY MONUMENTS EXISTING PROPERTY 1" CORPORATION RIGHT OF WAY (TYP.)MONUMENTS (TYP.) � BOX ITYP.) 1382.091 I PROJECT MGR. I MAY STRAND ASSOCIATES® SHEET 48 399\1382\091\Dmwlnae\CAD\Civil 3d\SheetePlan\1382091 — CLAIRVILLE ROAD PLAN AND PROFlLE.dwe Time: Jul 21. 2023 — 2:50— > 8 >`�> >�t D7 T DR2 ST > > >D9 —,.?...v, > ) + — — — — ASPH C" W 00 106+OOj� � 107+00 ZSAN_, RAN J SAN H 3 c-> ASPH — — — — — — — — — - D 5 .L,_ D 6 _ 5, ----- 1 . - DITCH FLOWLINE CLAIRVILLE ROAD RIGHT OF WAY (TYP.) y ! . f i<. SAWING EXISTING PAVEMENT PIPE SEGMENTS DRIVEWAY CULVERTS - 14"x23" RCP CLASS 111 ENDWALL DRIVEWAY CULVERTS - 19"x30" RCP CLASS 111 ENDWALL P-3 = 24 L.F. 14N23" 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"x23" 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-6 = 32 L.F. 19"x30" STO. @1.04% I.E.=810.73 I.E.=806.59 I.E.=804.67 STFVE%: A :LINGER D-7 = STA.106+41.06 / 26.51 LT f,,I],C 1E LLF I. KUINIGER LE.=810.38 CA.Aii V11 LE ROAD D-8 = STA.106+85.08 / 25.62LT 0 _ r" t` 8 1 I.E.=809.22 830 € j I PVI STA. 107+5002 -- PVI ELEV. 809.10 K: 98 47 ... .._. 825 o _ LVC:325.00' + O { .._.. ._ -- .... _ CD WATER MAIN FITTING SCHEDULE GENERAL NOTES: JAMES l E Ki'T'l,'HE ••1 Z CO-3 = CONN. PROP. 6" WM TO EX. 6" WM STA=107+76.35, 23.4 RT t-.�Srit�lC)RA fi KiTC;E sEN �� J� P If cT a " 1. EXACT LOCATION OF LATERALS TO BE 2721 CLAIRVILLE_ 'r<. t,[3 CJYt1 P7< <E KG AV-2 �" VALVE BOX REPLACEMENT STA=107+76.36, 23.4 RT CONFIRMED WITH PR�PERTY OWNERS IN THE ,, „r, RH-2 = RELOCATED EX. HYDRANT STA=107+76.33, 30.4 RT FIELD. ' ' o o zo w Vit.i_F ROAD, 2. CONTRACTOR TO COORDINATE MAIL DELIVERY n n 3t .F"ST WITH POST OFFICE. MAILBOXES SHALL BE BRIAN t S ,,z,NBALIER REMOVED AND REPLACED BY THE CONTRACTOR. SIHARI J SPANBAUFF; ,, I" C!_A91.Vil_t_E ROA€7 1" COPPER WATER SERVICE c"02 SLOPE INTERCEPT 1" CORPORATION AND STOP I r', s,rl 1 I ( g��4 i Y -1 BOX (TYP.) ;'�PAV j m a REPLACE EXISTING C 8'x4" SANITARY SEWER FACTORY WYE COW REFERENCE LINE (TYP) L- PROPERTY MONUMENTS 4" SANITARY LATERAL (TYP.) ( I �,�\J j 9 - - __ "`" Y ✓��'e-.a""�'� _'"-..'��i.�'�,�:."".,p°�..-.,may=� .,�.�_� ' I "- .�.`....T I D 10 m m D-11 - D-12 P_5 AS m _ O J -�--- - > EDGE OF PAVEMENT (TYN_ P.) a a e w a m m LOCATE AND PROTECT EXISTING a EDGE OF AGGREGATE SHOULDER (TYP.)PROPERTY MONUMENTS (TYP.) m a w � — ADJUST WATER VALVE, rya w w v a RELOCATE HYDRANT (TYP.) m w w m m a C9tY Chi 1S§)B_„ w z m w j PROPERTY LINE (TYP.) i �a m aw-wi 820 ¢ a" EXISTING PROFILE AT REFERENCE LINE z APPROXIMATE TOP OF EXISTING WATER MAIN L.F. 8" SAN. @ EXISTING ELEVATION AT REFERENCE LINE PROPOSED ELEVATION AT REFERENCE LINE 109+00 830 825 — 820 815 810 ar i� 805 800 ......................... . 795 790 t`. N 785 110+00 z 0 1382.091 z N z S W Y x Z C Z y0 u F 0 v m W z z 3 I PROJECT MGR. I MAY 691iml STRAND ASSOCIATES® SHEET 49 1399\1382\091\Dr .Tf \CAD\Civil 3d\She tsPlan\1382091 — CUIRVILLE ROAD PLAN ANO PROFlLE.d.. Time: Jul 21. 2023 — 2:51om GENERAL NOTES: KA Ss A tIPAUER 1. EXACT LOCATION OF LATERALS TO BE KA'f SP A q 8 A i J E TANYAJ PARIR )LT 1,.' CONFIRMED WITH PROPERTY OWNERS IN THE 00`037`1040, PROPERTY LINE (TYP.) Y E FIELD. 2. CONTRACTOR TO COORDINATE MAIL DELIVERY WITH POST OFFICE. MAILBOXES SHALL BE 0 10 20 40 REMOVED AND REPLACED BY THE CONTRACTOR. LOCATE AND PROTECT EXISTING PROPERTY MONUMENTS (TYP.) v-T 4 E 4 4 § § 4- 4 4 4 4 < 4 4 k 4 4 4 1 4 f 4 4 1 4 4 4 4 1 4 4 4 1 1 4 1 4 EDGE OF AGGREGATE SHOULDER 4 4 4 4 4 LAI , RV ILLE REFERENCE LINE (TYP.) < 4 4 k 1 4 4 4 4 4 4 4 4 4 4 r 4 (TYP.) 4 <- 4 ( j "1 4 4 k f 1 4 c ROAD 1 4 1 k 6 )AD, D-14 -A, t D 13 - - - - - - - - - - - - - - - - - - > > —4- 4 C) A—Z 4 o Z 4 4 4 f j 4 4 4 4 i f 0 + + Lo 0 ... . ........ . ......... W 00 111+00 112+00 113+00 114+00 11E Z w SAN SA14 SAN BAN BAN SAN — — — — — — — — — — — — — — — — — — — - 0, < ASPH a ED D-1 6 1 477- 7- -7- 4 4 4 4 j 4 4 PROTECT EX. POWER POLE 4 4 4 4 4 4 4 4 4 4 4 -4 ADJUST WATER VALVE, 4 4 4 1 4 4 1 REMOVE AND RELOCATE COMPASS 4 HYDRANT AFTER STOCKPILE 4 1 WAY STOCKPILE SITE 4 4 4 4 DITCH FLOWLINE SITE IS RESTORED 4 4 GRAV STA. 111+35-112+35 4 4 4 4 1 k 4 1 1 4 4 4 4 4 EDGE OF PAVEMENT (TYP.) SLOPE INTERCEPT 4 4 4 1 4 1 1 4 4 4 DRIVEWAY CULVERTS - 19"x30" RCP CL4SS IIV9NDWAft 4 IPIPII SEMEiqTe 4 4 1 i i i i . WATER MAIN FITTING SCHEDULE RIGHT OF WAY (TYP.) * D-1 3 = STA. 111+32.55 / 27.89LT P-7 = 32 L.F. 19'S66'STO. @1.03% CO-4 = CONN. PROP. 6" WM TO EX. U'VVM STA=l 11+79.00,22.6 RT I.E.=802.50 AV-3 =6" VALVE BOX REPLACEMENT STA=111+78.94,22.6 RT P-A = 4b L.F. 19"x'30" STO. @0.61 % 4 4 1 4 RH-3 RELOCATE EX. HYDRANT STA=l 11+78.87,48.0 RT -�/D-1 4 = STA. 111+76.701 28.29LT I.E.=802.05 OF C)SHKOSH D-1 5 = STA. 111+90.98 28.29RT I.E.=801.86 4 '-A- D I.E.=801.54 N, n412 Z� -16 = STA.1 12+43.00 28.20RT 8 820 20 815 810 805 800 795 790 785 780 775 - Nco 110+00 111+00 - CLARIALLE ROAD PLAN AND PROFILE.d.. Tl— Jul 21. 2023 - GENERAL NOTES: 1. EXACT LOCATION OF LATERALS TO BE 110,P' < 6 iN f rv-fi CONFIRMED WITH PROPERTY OWNERS IN THE R.igl(:i,, !2 's^iGri f=R FIELD. 43 CLAIRVILLE ROAD 2. CONTRACTOR TO COORDINATE MAIL DELIVERY EDGE OF AGGREGATE EN'[;Y,i7 -`; WITH POST OFFICE. MAILBOXES SHALL BE SHOULDER (TYP.) REMOVED AND REPLACED BY THE CONTRACTOR. RIGHT OF WAY (TYP.) REPLACE EXISTING PROPERTY MONUMENTS DITCH FLOWLINE EDGE / PAVEMENT (TYP.) -- _ CD a e fr fr e a a a a c fr 4 4 fr e fr o v O N ST ST ST ST S W 00 121+00 ZSAN J r SAN MH 7 U - „� .;,.•J i -� �---- - ;-irk'-•---• D 21 _-__,- �, f�� P 19 � � J WATER MAIN FITTING SCHEDULE CO-6 = CONN. PROP. 6" WM TO EX. 6" WM STA=120+39.18, 22.4 RT VICKI L RAND AV-5 =6" VALVE BOX REPLACEMENT STA=120+39.18, 22.4 RT 51 CLtVi?VILLE ROAD 0 10 20 40 J MES R HOF-ROAN RH-5 = RELOCATE EX. HYDRANT STA=120+39.19, 31.0 RT Y"ONI'CA I TOFF *'iAN CO-7 = CONN. PROP. 6" WM TO EX. 6" WM STA=124+27.49, 26.2 RT 2329 Cl 1RJ-IEEE BOAC) 1. AV-6 =6" VALVE BOX REPLACEMENT STA=124+27.49, 26.2 RT SLOPE INTERCEPT ' �2`"1 ` ' RH-6 = RELOCATE EX. HYDRANT STA=124+27.51, 31.0 RT - Wx4" SANITARY SEWER FACTORY WYE INSULATE WATER SERVICE AT 4 4" SANITARY LATERAL (TYP.) REFERENCE LINE (TYP.) STORM CROSSING (TYP.) a p @ LOCATE AND PROTECT 1" COPPER WATER SERVICE SAWING EXISTING PAVEMENT E' EXISTING PROPERTY 1" CORPORATION AND STOP AS MONUMENTS (TYP.) BOX (TYP.) - - - - ----` =' _.__ I f s 27 < '-a < �---s. <---- & ..,%; D-24 �..-,;,., c+,,se'a-'si--r--a- a- `"--:�°--e•-• -_ ._.. P_24 ..._-...••...®"...s..�-......_ -22 ? " - ..,.- fr fr fr a - a a x" -`&" --•- a a a F • .,,..� " O ct s ASPH ) — — — + ASPH N ST ST ... _...... - ST _." S i ST 5 ate.. _.. ST- c -"122+0 123+00 � 124+06'r 12E W Z • J C) ASPH f j ASPH qp5 Q - 1 J Vr__ u. ..._�.� it r CLAIRVILLE ROAD ® T``� ADJUST WATER VALVE, 4I f1 ASPH �- - # :...,V 1 GIF"W # RELOCATE HYDRANT DRIV AY CULVERTS- 19"x30" RCP CLASS III ENDWALL PIPE SEGMENTS { STORM INLETS TYPE AND GRATE 8"x6" SANITARY SEWER FACTORY WYE 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 ADJUST WATER VALVE, 6" SANITARY LATERAL 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 2" COPPER WATER SERVICE D-22 = STA.121+62.29I 24.75RT D-26 = STA.123+40.07 / 25.73RT P-22 = 32 L.F. 19"x30" STO. @0.23% I.E.=792.78 2" CORPORATION AND STOP I.E.=799.31 I.E.=797.96 BOX ?.SP;H P-23 = 48 L.F. 19"x30" STO. @0.50% SAWING EXISTING PAVEMENT D-23 = STA.122+67.85 / 26.06LT D-27 = STA.124+30.20 / 25.89LT P-24 = 32 L.F. 19"x30" STO. @0.40% I.E.=798.34 I.E.=797.30 " D-24 = STA.123+11.82 / 24.53LT D-28 = STA.124+74.20 / 25.61 LT P-25 = 24 L.F. 19"x30" STO. @0.50 I.E.=798.44 I.E.=797.13 E� Pi.:EY . FCiJ31 -Er.Ff<=`( L PC)liSi 28-:) CLA,€?V1€.i..f:: ROAD D-29 = STA.124+41.88 / 25.16RT PROPERTY LINE (TYP.) 2A v CLI"IRVILLE ROAD +_,2CW13 p LE.=797.45 D-30 = STA.124+77.88 / 24.95RT I.E: 797.27 820 815 810 805 — EAST DITCH FLOWLINE (TYP.) 800 — — — _— WEST DITCH FLOWLINE (TYP) 795 _405 LF 4' x 6' BOX CULVERT STO. @ 0.07%�, 790 785 ; 780 -SANITARY SEWER MANHOLE (4' STA 121+25 03/0 00'T 1NV 15 �S) 782 48 _ INV 15 (N) 782 36 _RIM 802.28 775 co o N(V — v 1n -_.._—... -.__- ___N_N _. _.-.. .-.... _...... 00 120+00 00: F,Iw. RAMD\1300--1390\13R2\n91\nmwinns\CM\CMl 3d\SheetsPla 138209I — CLAIMLLE RI 121+00 I� N AND PROFl -- ODLT -- - - - - EXISTING PROFILE AT REFERENCE LINE I 122+00 — 2:Sfom EXISTING ELEVATION AT REFERENCE LINE PROPOSED ELEVATION AT REFERENCE LINE 123+00 x 124+00 780 775 125+00 JOB NO. 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 52 GENERAL NOTES: WATER MAIN FITTING SCHEDULE S fEVE N � FOE' IS r v� EN 1,� 1. EXACT LOCATION OF LATERALS TO BE CO-8 = CONN. PROP. 6" WM TO EX. 61'WM STA=128+32.80,24.1 RT CARI: P, J� VICME 11, f-ZAND CONFIRMED WITH PROPERTY OWNERS IN THE AV-7 =6" VALVE BOX REPLACEMENT STA=128+32.80,24.1 RT ,IRV21J _ R"AD "o-,! CiAIRVILLEF'OAD FIELD. RH-7 = RELOCATE EX. HYDRANT STA=128+32.80,31.1 RT D,,2i;K,- ""02 2. CONTRACTOR TO COORDINATE MAIL DELIVERY 0 0 o lo 20 40 WITH POST OFFICE. MAILBOXES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. LOCATE AND PROTECT EXISTING SAWING EXISTING PAVEMENT PROPERTY MONUMENT (TYP.) PROPERTY LINE (TYP.) EDGE OF AGGREGATE S-i ARI'C,Ml � E 3 R) i !---R SHOULDER (TYP.) 2z�`, CLA!i V�Ls_E -z' t, REPLACE EXISTING PROPERTY -)AD REFERENCE LINE (TYP.) MONUMENT 002037201 AGGREGATE E INSULATE WATER SERVICE ATT EDGE OF PAVEMENT (TYP.) m STORM CROSSING (TYP.) - - - - - -- RIGHT OF WAY (TYP.) CLAIRVILLE ROAD D-32 n Sl S 0 P-2 p: tm 4 4 1 4 4 E 4 -CP c + ASPH Q ASPH Lr) _±SIPH ST --'----ST T C) W -00 126Z 127+00 128+00 129+00 13C C�' csf gaN p. SAh - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - , ASPH < Z----- ----- - S D-3 COPPER WATER SERVICE A, -,,-"-,.SLOPE INTERCEPT ......... ADJUST WATER VALVE, V_ RELOCATE HYDRANT (TYP.) ll:: DITCH FLOWLINE CORPORATION AND STOP I � I BOX (TYP.) DRIVEWAY CULVERTS - 14'x23" DRIVEWAY CULVERTS - 119"x30" CULVERTS - 36" RCP Wx4" SANITARY SEWER FACTORY WYE PIPE SEGMENTS RCP CLASS III ENDWALL RCP CLASS III ENDWALL I CLASS III ENDWALL 4" SANITARY LATERAL (TYP.) P-26 = 32 L.F. 19"xW" STO. @0.50% D-33 = STA. 125+65.411 25.55LT D-31 = STA. 125+06.07 1 25.47LT 1-3.2 = STA.128+56.32 27.39RT P-27 = 11 L.F. 36" STO. @0.50% 1,E.=796.89 I.E.=796.97 I.E.=796.17 P-28 = 32 L.F. 36" STO. @0.50% D-34 = STA. 126+25.411 24.98LT D-32 = STA. 125+50.07 / 25.80LT P-30 = 48 L.F. 14"x23" STO. @0.48% I.E.=797.17 I.E.=796.75 1 P31 = 32 L.F. 19"00" STO. @0.25% D-37 = STA. 129+79.23 / 22.44RT D-35 = STA. 127+64.891 26.74RT I.E.=797.60 I.E.=796.52 P-32 = 15 L.F. 24" STO. @0.50% 1 D-39 = STA.129+75.30127.37LT D-36 = STA.128+08.88127.36RT P-33 = 29 L.F. 36" STO. @10.80% I.E.=796.34 I.E.=796.41 I 820 _Pvt PM STA 14450.02 .... . . ........ . . PVLELEV: 799.65. 815 LVQ. 109,57' LOW PT; STA. 125+56.87 HIGH F HIGH -LOW PT tLEV: 799;81 810 STORM MH RISERwS-4 STA.125+57.02/10 001T Ct 805 N c> c� INV 72" S 791.84 gm + INV 7�" N 84 + (1� cl INV 36" ID M co, INV 36" E 792.34 to, a- aRIM 799.61 G=N ME::8:)- 10- 0- am 800 -0.1 4%- - -- EAST DITCH HIGH POINT STA: 127+00.00/EL- 797.45=�� 77 795 9 Sl EVEN L FOUST CARD,'. J FOUSI A.AIRVILLE R0�6,() O w ASP z -35 STORM INLETS TYPE AND GRATE I 1-3.1 = STA. 128+56.32 29.56LT RIM=795.62 TYPE 1 INLET Wt R-2560-D3 GRATE I.E.=792.73 IA.1 = STA.125+56.87 25.93LT WISDOT INLET MEDIAN I GRATE RIM=796.72 I.E.=792.42 IA.2 = STA.125+56.87126.87RT WISDOT INLET MEDIAN I GRATE RIM=796.48 I.E.=792.52 PROPOSED OSED PROFILE 0 L EXISTING PROFILE / INV 24''WM.63 C6 AT REFERENCE LINE., o ATREFERENCE LINE INV 'E792.13 RIM 799.42 . . . . ......... . ....... .... .... . . _Ql 0 IL -WEST DITCH HIGH POINT EAST DITCH LOW F STA: 127+00.00/EL. 797. �I�M6�2N5N/6 STA: 128+56.13/EL. NYV) STO. Q 0 2s 9 x 0 DITCHWEST LOW APPROXIMATE TOP OF EXISTING WATER MAIN STA: 128+55.67/EL. 820 815 810 805 EAST DITCH FLOWLINE A WOWS M11141619ml1w, logo aye eee eye oee eee eee .J 130+00 0 z 0 rc 1382.091 z 0 0 z m 0 U. 0 0 0 z z 3: PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 53 GENERAL NOTES: 1. EXACT LOCATION OF LATERALS TO BE CONFIRMED WITH PROPERTY OWNERS IN THE FIELD. 2. CONTRACTOR TO COORDINATE MAIL DELIVERY WITH POST OFFICE. MAILBOXES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. ARi F� 28O (,-AlRVJLLE R(),ar Q .2 ic�05 (' REPLACE EXISTING SAWING EXISTING PAVEMENT (TYP.) PROPERTY MONUMENTS ASPHALT FLUME — 1 — — — — — — — — REFERENCE LINE (TYP.) 0 0 20 40 -40 VYuM --7 6 -T- ASP S 1 -=S c--) 0 71,31+oossx 132+00 1 f 133+50 C�l + 7� — -— --- I I Q9A--N 71-01 CLAIRVILLE ROAD LU ASPH cy) --- M- :r T REPLACE EXISTING -35 SECTION CORNER N > _4 ASPHALT FLUME DRIVEWAY CULVERTS - 14"x23" RCP CLASS III ENDWALL V, /f D-38 = STA. 130+23.23 22.48RT REPLACE EXISTING I'll � � \ I.E.=797.82 PROPERTY MONUMENTS D40 = STA.130+19.23 30.06LT TEE 30" RCP INTO 4'x6'BOX CULVERT I.E.=795.76 RIGHT OF WAY P.) S-1 STORM INLETS PIPE SEGMENTS (TYP SLOPE INTERCEPT (TYP.) TYPE AND GRATE 1-1 = STA.131+86.07 103.43RT P-35 = 32 L.F. 14"x23" STO. @0.50% RIM=801.13 TYPE 3 W/ R-3067 GRATE P-36 = 32 L.F. 14"x23" STO. @1.31 % I.E.=793.80 P-38 = 29 L.F. 30" STO. @5.25% 'A EX. LE, 24" (E)=793.85 ' , * 4'x6'BOX CULVERT END SECTION EX. I.E. 30"(S)=793.85 1. E.=791.35 PROPERTY LINE (TYP.) m I REMOVE EX. 30" RCP AND ENDWALL CARLA J FOUST CLAIRV11-i-E ROA-i-) z CORE INTO EXISTING MANHOLE � 7 0 0 815 815 ...... ...... EXISTING PROFILE AT REFERENCE LINE Rin ql n PROPOSED PROFILE AT REFERENCE LINE 805 32 LF 14"x23" STO; @ 0;50% I SAP 800 EAST DITCH FLOWILINE (TYP.) WEST DITCH 795 FLOWLINE (TYP.) 790 ........ ... 785 &73=169 L.F. 15" SAN. @ 0.15%SEEEEEERM 780 775 770 0 oi 130+00 — r.1 ATWI I F RM P1 M Mn PRnR[ FA— Times Jul 9t 9093 1.51— x 72 L.F. 15- SbR EXISTING ELEVATION AT REFERENCE LINE PROPOSED ELEVATION AT REFERENCE LINE 131+00 132+00 32+1 133+00 795 790 785 780 775 770 133+50 3: 13132.091 PROJECT MOR. MAY 69Aml STRAND ASSOCIATESO SHEET 54 1382.091 PROJECT MGR. MAY 69AMI STRAND ASSOCIATES® SHEET 55 24" SANITARY SEWER OPEN CUT CASING PIPE BASIN ACCESS ROAD [71 GRAV \ | � I | —' EDGE OFAGGREGATE --onwexeYoYp \—oncopuOWLINE | \^—ouOPsmrsnoEpr | | ^ ~ ^ ^ ^ � , ^ | | | | PROPERTY LINE , if | I � . | + � | , | | 825 820 815 810 EXISTING GROUND PROFILE AT REFERENCE LINE DITCH FLOWLINE PROPOSED PROFILE AT REFERENCE LINE 805 800 790 EXISTING ELEVATION AT REFERENCE LINE. PROPOSED ELEVATION AT REFERENCE LINE 785 780 00 ING PIPE ILI 0+0 3: BID ITEM NUMBER 1050 1100 1110 1120 1200 1230 1360 1372 1444 1451 REMOVING CONCRETE RESTORE GROUND ADJUST REMOVING REMOVING CURB ANDASPHALT UNCLASSIFIEDGRAVEL 30"CURB AND 36"MOUNTABLE BID ITEM MOBILIZATION MANHOLES ANDDRIVEWAY pAVEMENT AND GUTTER SIDEWALKAND EXCAVATION GUTTER CURB AND GUTTER FABRIC INLESSTABILIZATION DRIVEWAY APRON UNITSLS SQYD LF SQFT CUBICYD SQYD EACH SQYD LF LF STREETNAME 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 c z 0 i c ilzs- BASIN z z az Z W O .4 o x z ° cu W a z z JOB NO. 1382.091 PROJECT MGR. MAY. ml STRAND ASSOCIATES - SHEET 57 3d\SheetePlan\1382091-OUANTMES.dwa Time: A.. 01. 2023 - 11:38am O HMA PAVEMENT y UNITS TONS TONS SQYD LS LF LF LF LF LF EACH p 0 BID NUMBER 1650 1651 1652 1700 1800 1801 1802 1900 REPLACE LOCATE EXISTING REPLACE3/4" BASE3" BASE EXISITNG SAW EXISTING1-1/4" BASEBID 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 STREETNAME CLAIRVILLE ROAD 400.0 710.0 7,210.0 4,260.0 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 PAVEMENT PAVEMENT HMA PAVEMENT w a c z 0 N_ c 0 z z O i` N 0i z 0 c1 z a z y 00 z W p 0 I"' P = N_ I" W Q 3 a o _l ��t - O n v J o 0 0 W O m W W y z z W F a 3 Y W W o: v D: a N JOB NO. 1382.091 PROJECT MGR. MAY q'i STRAND ASSOCIATES® SHEET 58 BID ITEM 2004.12" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH 0-2 5-10 34 UNDISTRIBUTED 0 BID ITEM 2004TOTAL 34 BID ITEM 2016-24" STORM SEWER STARTSTRUCTURE ENDSTRUCTURE LENGTH D-41 D-42 108 1-3.1 S-3 14 UNDISTRIBUTED 0 BID ITEM 2016 TOTAL 122 BID ITEM 2022-30" STORM SEWER STARTSTRUCTURE END STRUCTURE 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 S-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-7 547 S-9 S-6 131 UNDISTRIBUTED 0 BID ITEM 2031 TOTAL 1026 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 2047TOTAL 344 BID ITEM Z072-4'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 ENDSTRUCTURE LENGTH D-1 D-2 24 D-3 D-4 24 D-5 D-6 24 D-7 D-8 2 D-9 D-10 2 D-17 D-18 2 P48 D-19 D-20 4 D-33 D-34 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 S-10 1 STREET TOTALS 1 2 3 UNDISTRIBUTED 0 0 0 CONTRACT TOTALS 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) OUTLET STRUCTURE 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 $-7 6.64 S-8 10.55 S-9 9.34 STREETTOTALS 12.76 10,55 9.34 10.05 6.64 6.25 0.00 UNDISTRIBUTED 0 0 0 0 0 0 1 CONTRACTTOTAIS 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 S-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 F.I.- S:\IAAD\1300--1399\13H2\091\Orawinae\CAD\Civil 3d\SheetePlan\1382091-OUANODES.dwa lime: Jul 31. 2023 - 3:52nm 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 W c z 0 H W rc 0 z y z W_ O H v H Z y a Z v° d Z z O a z F z z Q Z O Q+ O 2 N W O W O 3 z N O Q , O v a 0 J ° "m W H Z Z_ z O 3 W z w O V) o �W. W a N JOB NO. 1382.091 PROJECT MGR. MAY �. mi STRAND ASSOCIATES® SHEET 59 mw• Se\uAn\130n--1399\1382\091\Orawinae\CAO\Civil 3d\Sheeh3Pian\1382091-OUANTMES.dwa Time: Jul 31. 2023 - 3:52om 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 II, 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 ZONE A - - - 7,500.0 - - - - - - ZONEB - 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 UTILITY LINE EXCAVATION RELOCATE EX. (ZONE A) (ZONE B) LINER (CLARK HILL FARM SEWER OPENING (RURAL II) ENDWALL BASIN) UNITS LF EA EACH LS LS l5 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 START STRUCTURE END STRUCTURE 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 - 1667 BID ITEM 3060 BID ITEM 3100 BID ITEM 3114 SANITARY SEWER DROP SANITARY MANHOLE MANHOLE CHIMNEY SEAL STRU CTU RE N U M BER 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 W a 0 z 2 N z z z 0 N z z y a z 0° z E— 0 z p 3:o y F Z } J o eon �0 ~ c o m z W W H z W a Y W o: v W N JOB NO. 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 60 3d\Sheet.Plun\1382091—OUANTMES.dwa Time: Jul 21. 2023 — 203nm Files S�\uM\1300--1399\1382\091\Orawinae\CA0\Civil BID ITEM 3030 - 8" SANITARY SEWER BID ITEM 3030 TOTAL 0 W SAN MH 8 SAN MH 9 400 0 Z 0 0 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 9 SAN MH 10 169 SAN MH 10 EXISTING 172 UNDISTRIBUTED TOTAL - BID ITEM 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 3412 TOTAL 38 129+13 - 32 1 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+50 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+50 - 32 1 - - UNDISTRIBUTED TOTAL_ - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 BID ITEM 3060 BID ITEM 3100 BID ITEM 3114 SANITARY SEWER DROP SANITARY MANHOLE MANHOLE CHIMNEY SEAL STRU CTU RE N U M BER 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 W a 0 z 2 N z z z 0 N z z y a z 0° z E— 0 z p 3:o y F Z } J o eon �0 ~ c o m z W W H z W a Y W o: v W N JOB NO. 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 60 3d\Sheet.Plun\1382091—OUANTMES.dwa Time: Jul 21. 2023 — 203nm Files S�\uM\1300--1399\1382\091\Orawinae\CA0\Civil BID ITEM 3030 - 8" SANITARY SEWER BID ITEM 3030 TOTAL 0 W SAN MH 8 SAN MH 9 400 0 Z 0 0 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 9 SAN MH 10 169 SAN MH 10 EXISTING 172 UNDISTRIBUTED TOTAL - BID ITEM 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 3412 TOTAL 38 129+13 - 32 1 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+50 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+50 - 32 1 - - UNDISTRIBUTED TOTAL_ - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 0 z 2 N z z z 0 N z z y a z 0° z E— 0 z p 3:o y F Z } J o eon �0 ~ c o m z W W H z W a Y W o: v W N JOB NO. 1382.091 PROJECT MGR. MAY STRAND ASSOCIATES® SHEET 60 3d\Sheet.Plun\1382091—OUANTMES.dwa Time: Jul 21. 2023 — 203nm Files S�\uM\1300--1399\1382\091\Orawinae\CA0\Civil BID ITEM 3030 - 8" SANITARY SEWER BID ITEM 3030 TOTAL 0 W SAN MH 8 SAN MH 9 400 0 Z 0 0 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 9 SAN MH 10 169 SAN MH 10 EXISTING 172 UNDISTRIBUTED TOTAL - BID ITEM 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 3412 TOTAL 38 129+13 - 32 1 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+50 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+50 - 32 1 - - UNDISTRIBUTED TOTAL_ - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 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 9 SAN MH 10 169 SAN MH 10 EXISTING 172 UNDISTRIBUTED TOTAL - BID ITEM 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 3412 TOTAL 38 129+13 - 32 1 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+50 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+50 - 32 1 - - UNDISTRIBUTED TOTAL_ - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 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 3412 TOTAL 38 129+13 - 32 1 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+50 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+50 - 32 1 - - UNDISTRIBUTED TOTAL_ - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 5.0 129+13 - 32 1 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+50 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+50 - 32 1 - - UNDISTRIBUTED TOTAL_ - - - - - CONTRACTTOTAL 6 386 6 1 32 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 BID NUMBER 3304 3332 3700 3935 3941 CONNECT TO EXIST. CORE INTO CLOSED CIRCUIT 8" SANITARY SEWER 15" SANITARY SEWER BID ITEM 15" MAIN EX. MH TELEVISING. PRESSURE TEST PRESSURE TEST 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 0 z 0 N 1 z d z z O f rJ N z w z a z y 0° z z W 0 0 I- t- x ai to Tv F W 00 _1. a o O D d -� a O 0 0 W �a � a I• = v W 3 H Z o: N z ; 3 W v a N JOB NO. 1382.091 PROJECT MGR. MAY �. STRAND ASSOCIATES® SHEET 61 Flta: S:\LIAD\1300--1399\1382\091\()..t...\CAD\Civil 3d\Sheet.Plan\1382091-Ot1ANTMES.dwa Ti- Jul 31. 2023 - 3:52- 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 - - - CONTRACT TOTAL 437 12 11 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, OTT 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 QTY 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 INSTAL L NEW 10"X10" DUCTILE IRON WATER MAIN TEE NAME FITTING STATION OFFSET QTY 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 QTY 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 QTY 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 QTY 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 QTY 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 - CONTRACT TOTAL 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 QTY 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 ZONE A - ZONEB - CONTRACT TOTALS 7.0 BID ITEM 4501-RELOCATE EXISTING HYDRANT NAME FITTING STATION OFFSET QTY 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 � E 1 { 3 Mill I_l [ m C t 1 l [ { .�. { . { -m { �,. do i CD 30.52 11 0, 8C )o. ..i {� i o ? 9.0, 801 ;_ t�llJf E r1 �lii{ aii �[ 1, .30 oy 8009 : E { 9:0 800.8C OB 0 E— } 11 0 8067, {Iliti i i I 820 810 800 790 1 3. -680 -640 -600 -560 -520 -48C 205+00 204+00 820 818 816 814 812 810 808 806 804 802 800 798 796 794 792 790 a z 0 N i W 6' 1382.091 Z N z O C1 N N O � x F Z O = O t0�1 O v m W z z I PROJECT MGR. ' MAY 4. STRAND ASSOCIATES® SHEET 95 e.\—\i-wi__i—\1\N,\ nof\ran 3d\ShwwiwPlnn\13R2OR1 — R11RA1. 11 PA91N CROSS SECTIONS.dwa Times Jul 21. 2023 — 830 820 810 800 790 830 820 810 800 790 210+00 830 828 826 824 822 820 818 816 814 812 810 808 806 804 802 800 798 796 794 792 790 253u 828 826 824 822 820 818 816 814 812 810 808 806 804 802 800 798 796 794 792 790 a Z BI N Z Z O u Z N N F W = N Z O 2 O U O O � v m O W W = Z Z W t- `1 W W v 1382.091 I PROJECT MGR. I MAY 4. STRAND ASSOCIATES® 1 Time: Jul 21. 2023 — 12:1 — SHEET 97 Fle: S:\MAD\1300--1399\1382\091\D..inae\CAD\Civil 3d\Sh-t.Pl.n\1382091 — RURAL 11 BASIN CROSS SECIONS.dwa llme: Jul 21. 2023 — 12:18om Flle: S:\AIAD\1300--1399\1382\091\Drawfnas\CAD\Civil 3d\Sheet.Plan\1382091 — RURAL 11 BASIN CROSS SECTIONS.dwa 71me: Jul 21. 2023 — 12:18om Files 4\AIAD\7300--1399\1382\097\Drawings\CAO\Civil 3d\Shea{epee\1382091 —RURAL It 9f51N CROSS SEC770NS.dwa Time: Jul 2 — 1209om OD OD 850 co o : ; : _._ m Y : 848 1.0 0/o : : 0000 846 M f ` i r co 844 : i - f : : : by 842 f co I 840 840 : : r 838 836 — i : s r 832 830 0 830 828 : �r : r : - - - 826 € : : : 824 • 820 Y _. _ _ .. i _ v - - 820 - 822 -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 w of v 0 0 0 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 15 -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+50 850 a. - .- T. s .. _. _, - I 850 : 846 : : € - : - -... - _._._. _. -- _ f - - _ -- 1 _ -- 846 ` r844 : : n : i t 842 840 t — 840 : : i 838 4 834 i _ ...... _ - - -_ -._ _ _ .832 : 830 3 : -. 830 € i €826 : ;_. _ i _. .. - _ _.824 : : 1 E : 822 E 820 r i 820 : : r : ` : 818 r 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 1+00 c.\uen\t'tM__ti0a\t3P2\(191\�rnurinne\(`A11\Civil 3d\9hnnt,Plan\1382091—FILL SftE CROSS SECTIONS.dwa Ti— Jul 21. 2023 — 12:23- H Z G H Ci w H dN y C Ci w H y J J U. JOB NO. 1382.091 PROJECT MGR. MAY 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 5+00 850 840 830 820 -680 -640 -600 -560 -520 -480 -440 -400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 850 840 830 820 -680 -640 -600 -560 -520 -480 440 400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 3+00 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 V�V 40 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 v�v tN z O_ P 0 18 N H N O V W F� H J J E6 1382.091 z Vf z O t,1 N N O �+ Y y" x F V! Z O = O t0,1 F 0 v m W z z ' PROJECT MGR. ' MAY 4 A &=I STRAND ASSOCIATES® SHEET 103 ■ TR 11.0-1- 11 srt P.-- srennus nW„ —.• .h.1 91. 9M1 — 1291- -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 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 10+00 850 _ , E i � r k E € , € € 1 ; , € € E k i , t � € 846 —850 848 F i �ui 844 842 € _ _ , € € 'co, , € E s € •840 , € , € _838 19,. , co j € € k ` , ; 32 ? i J o „ . _ _ i _ i € 830 0 __ u1 .� "— 830 € f 828 __826 824 9 i i £ ; , E } € ; : € : -822 -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 9+00 N z O N W K (a z Z a z � m z z 0 0 W z N N V) c y Z 0 - 0 0 J 0 u H a O = w y Z J � 2 J F W 3 Y W W de v N 1382.091 PROJECT MGR. MAY 69AMI STRAND ASSOCIATES® SHEET 105 Time: Jul 21. 2023 — 12:23om 850 , t 1 : E t 6 840- — 0 1 00% : 1 00 1 k i 1 n i i c _ — 4 : , i h. 830 : a r a ; ; ; ; i : € E 820 _ s : 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+00 850 840 830 820 815 —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 16+00 3 850 ; € 848 ; i € W < No : 1 o , 846 844 t e : : i W � —842 1.00 % y 840 s 840 E j P N a , ' ?.__ ? _ i _ , _ _ _ _ _ _ 838 i` : , ui € i 836 14 _ 834 E p 1 f � i JOB NO : 1382.091 � 830 € \ W 830 PROJECT MGR. E € 04_6d `828 MAY .,.E € € : € 826 i , E/824 t a 820 s i i s € € € 20 STRAND : i S® 816 815 ASSOCIATE —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 ni.. nuem Bann SECTIONSA.. Time: J.I 21. 2023 — 12:23om 15+00 SHEET 107 850, - - 850 ; : € : , , 848 m. 846 844 m842 o. , , LU -840 o < , OD -1:007. : - t000i - _ 838 W N F ; 836 m : - -- 1 834 W - 832 830 off' �- , ��- _ _ - rt, ✓ € - --- --- -- 830 p --- , } v z y -_ - € : : - - o 826 - , — m 824 s _ 822 820820 _ , t — : J i ---818 : , - 818 -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+00 850 850 848 g _ _ 846 , 0 844 I 842 840 840 Cs 4:001 : -838 - 836 i -834 832 830828 0 — € , 1 , - co 826 , - - : —` — co 822 820 i : 818 -816 815 �_.. _ ? _ _ _ , 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 19+00 850 _ -_ . , _ ., _.. _. , , , _. �. v 850 € , : O 848 : 846 , 844 Q € i € 842 �.... 4,. e co840 - •840 m € N m 1.00°/ 1 ob°/ e 3 , 838 € N , , E �- r -� F _. -.. -.._ , € 836 ,.co 83 , 832 830 �` �._ h ry ,,.,, „ € , .,, 830 , € 828 s 826 --. 824 822 : s - � -�820 € : E 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 18+00 1382.091 I PROJECT MGR. I MAY STRAND ASSOCIATES® SHEET 108 SAMAD\1300--1399\1382\091\Draw!... \CAD\Civil 3d\Sh..t.Pl..\1382091—FlLL SfTE CROSS SEC710NS.d.. lime: Jul 21. 2023 — 12:23.. m 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 23+00 OR 2 li 840 830 820 810 -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 22+00 17 co ol V V -680 -640 -600 -560 -520 -480 -440 400 -360 -320 -280 -240 -200 -160 -120 -80 -40 0 40 21+00 z O F t1 C F N z O t1 Nf z z a O_ m z O W z N h H o O V W F O H s J J W M a z V! z O IJ x N O 3 = F O Z O v O u m 41 z z r 840 y 838 w 836 N 834 832 830 828 JOB NO. 826 1382.091 824 PROJECT MGR. MAY 822 828 816 Al41 81- 814 812 STRAND 810 ASSOCIATES° 80 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 SHEET 109 SEC110NS.dwa ri- Jul 21. 2023 - 12:23nm 830 820 810 80C 26+00 830 828 826 824 830 830 -= - -- - 828 - 826 ..... 824 822 820820 - ; 818 816 _ ..... - 814 E 812 810 t e e t _810 808 806 - 804 - - 802 800 - z 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 25+00 nrs y z 0 ci W NN H H z a m J J 19 Q J v z V1 z u S N N O S H N Z O 0 O v F 0 v m W z z