The URL can be used to link to this page

Home My WebLink About23-20 Storm Sewer LateralsREGARDING 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 Storm Sewer Laterals Relating to Contract No. 23-20 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. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of storm sewer laterals. The storm sewer laterals provide a connection to the mains for each property. The storm sewer mains will convey the runoff away from the area. Estimated cost of the project is: $830,256.73 Proposed Assessments are: $30,000.00 City Cost of the project is: $800,256.73 L\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\23-20 Mini Storm\Project_Information\Reports\Report of Director of PW \23-20 Criteria for Reasonableness and Uenefit_6-2- 23.docx LAKE BUTTE DES MORTS m 3 E Q) n N O N d- N <f- LAKE WINNEBAGO CITY CONTRACT 23=20 STORM SEWER LATERALS / VARIOUS LOCATIONS OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 01 TITLE SHEET 02 PAVEMENT SUMMARY/ DESIGNATED HAUL ROUTES SHEET 03 UTILITY SUMMARY SHEET UTILITIES 04 305 N. WESTFIELD STREET 05 1255 GREENFIELD TRAIL 06 1542 AND 1555 W. 9TH AVENUE 07 1118 E. NAVADA AVENUE 08 1609, 1621, 1626 W 6TH AVENUE AND 605 REICHOW ST 09 2012, 2027, 2030 AND 2106 DOEMEL STREET 10 715, 723 AND 722 BISMARCK AVENUE 11 2210 WALNUT STREET 12 1630, 1631 AND 1637 CENTRAL STREET 13 932 MORELAND STREET 14 1704 GRABER STREET 15 820, 821, 831, 834, 835, 841, 850, 870 AND 880 MILLER LANE 16 855 GREENFIELD TRAIL 17 1024 MASON STREET 18 1433 HAZEL STREET 19 1625 BRENTWOOD DRIVE 20 1025 AND 1119 REICHOW STREET 21 1352 CEDAR STREET 22 925 WAUGOO AVENUE 23 1116 GROVE STREET 24 1610 THORNTON DRIVE 25 MENOMINEE DRIVE OUTFALL 26 WHITE SWAN DRIVE OUTFALL QUANTITIES 27 PIPES AND STRUCTURES QUANTITIES SHEET 28 PAVING QUANTITIES SHEET ISSUED FOR BID - 4-14-2023 ADDENDUM #1 - 04-25-2023 m REVISIONS TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI NOT TO SCALE "E" RIGHT OF WAY PAVEMENT SUMMARY - CONTRACT 23-20 4"CONCRETESIDEWALK, 4"CONCRETE SIDEWALK, _ 6"THRU DRIVEWAY 6" THRU DRIVEWAY (WHEREREQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES (WHEREREQ'D.) PAVEMENT NOTES C/ "B" "B" 1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECTAREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL 2 SLOPE = 2.0% MIN. 1 0 �% 4.0°� MAX 1'02'0 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 6 (` CONSTRUCTION OR HINGE JOINT AT C/l WITH Yz' X 30" DEFORMED BARS STREET CONSTRUCTION IF CONFLICTS EXIST. ' ' ''•y- �;•• F4"1ti ' ` ''' 4 i� ' ' ' '' Sh + • �' • 1' ` ' ti•� ti " c t 'L' • ' ' ~ •� •{ R' . A•c�5'• • BACKFILL, TOP SOIL, f"' `' " ''' i`' c'• x '+ 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. i• r : e •+• �.+ * BACKFILL, TOP SOIL, E L ZE SEED & MULCH WHERE DISTURBED TYP) 2.0' �{ 2.0' Z EED & L 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS (18" SAWED LONGITUDINAL JOINT I WHERE DISTURBED (18" TYP) SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" PLAIN CONCRETE "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & E-MAT WITH INTEGRAL CURB BASE COURSE FERTILIZE, SEED & E-MAT 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY DESIGNATED HAUL ROUTES INFORMATION THE ENGINEER IN THE FIELD. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6 (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, 305 N. WESTFIELD STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA LOMBARD AVENUE THEN N. KOELLER STREET, A DESIGNATED TRUCK ROUTE. UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. 1266 GREENFIELD TRAIL - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA CUMBERLAND TRAIL THEN W 9TH AVE, A DESIGNATED TRUCK ROUTE. 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE 1542 AND 1666 W 9TH AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE. EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE 1118 E. NEVADA AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA E. NEVADA AVENUE THEN BOWEN STREET, A DESIGNATED TRUCK ROUTE. EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 1609 AND 1626 W. 6TH AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA REICHOW STREET THEN TO W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE. 9. INLET CASTING TO BE WELLED %" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 560 OAK STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA EVANS ST TO MERRITT AVENUE THEN TO BOWEN ST, A DESIGNATED TRUCK ROUTE. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS 2012, 2027, 2030 AND 2106 DOEMEL STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA E. MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 715,721 AND 722 BISMARCK AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA IDAHO STREET TOW 9TH AVENUE, A DESIGNATED TRUCK ROUTE. 11. REPLACE DISTURBED SQUARES FROM UTILITY WORK AS DIRECTED BY THE ENGINEER IN THE FIELD. 2210 WALNUT STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. SMITH AVENUE TO JACKSON STREET, A DESIGNATED TRUCK ROUTE. PROPOSED 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAYS. (TYP) 1630, 1631 AND 1637 CENTRAL STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. (3)-20' LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) (2) #4 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) 932 MORELAND STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA N. WESTFIELD STREET TO W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE. 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE 1704 GRABER STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA E. MURDOCK AVENUE A DESIGNATED TRUCK ROUTE. ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY 1019 JEFFERSON STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA E. MELVIN AVENUE AND BALDWIN AVENUE TO N. MAIN STREET, A DESIGNATED TRUCK ROUTE. 4 FT WIDE BEHIND BACK OF SIDEWALK. 820, 830, 834, 850, 870, AND 880 MILLER LANE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA BOWEN STREET (COUNTY ROAD A), A DESIGNATED TRUCK ROUTE. UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT 866 GREENFIELD TRAIL - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE. FIRM ADDRESS CONTACT TELEPHONE 1024 MASON STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE. EMERGENCY 911 1433 HAZEL STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA E. NEVADA AVENUE THEN BOWEN STREET, A DESIGNATED TRUCK ROUTE. DIGGERS HOTLINE 1-800-242-8511 1625 BRENTWOOD DRIVE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA NEWPORT AVENUE THEN S. OAKWOOD , A DESIGNATED TRUCK ROUTE. CITY OF OSHKOSH POLICE DEPT. OSHKOSH, WI 24-HOUR NON -EMERGENCY NUMBER 920.236-5700 1025 AND 1119 REICHOW STREET. CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE, CITY of OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 1352 CEDAR STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA CONGRESS AVENUE THEN JACKSON STREET, A DESIGNATED TRUCK ROUTE. FIRE DEPT. NON -EMERGENCY NUMBER 639 GRAND STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA E. PARKWAY AVENUE THEN N. MAIN STREET, A DESIGNATED TRUCK ROUTE. CITY of OSHKOSH JAMES RABE -DIR. PUBLIC WORKS 925 WAUGOO AVENUE -CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA BOWEN STREET, A DESIGNATED TRUCK ROUTE. PUBLIC WORKS DEPT. 21 O CHURCH AVE. OSHKOSH, wl JUSTIN GIERACH- DIVISION MANAGER 920.236-5065 ENGINEERING DIVISION CITY ENGINEER 1116 GROVE STREET - CONTRACTOR CAN ENTER OR EXIT TEH CONSTRUCTION SEGMENT VIA BALDWIN AVENUE TO BOWEN STREET, A DESIGNATED TRUCK ROUTE. 1610 THORNTON DRIVE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA COVINGTON DRIVE TO ALLERTON DRIVE TO S. WASHBURN AVENUE, A DESIGNATED TRUCK ROUTE, CITY OF OSHKOSH PUBLIC WORKS DEPT. 757 W. 3RD AVE. OSHKOSH, WI RYAN LEMKE WATER DISTRIBUTION MANAGER 920-232-5333 WATER DIVISION 2160 WHITE SWAN DRIVE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA NORTHPOINT DRIVE TO EAST MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. 2062 MENOMINEE DRIVE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA EAST MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. CITY OF OSHKOSH PARKS DEPARTMENT 805 WITZEI AVE. OSHKOSH, W BILL STURM -CITY FORESTER CHAD DALLMAN-ASST. DIR. PARKS 920.232-5314 920-232-5313 FORESTRY DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. DAN KUSSMANN 920-232-5350 ELECTRIC DIVISION OSHKOSH, WI CITY ELECTRICIAN CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS 920-232-5342 TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR SPECTRUM/CHARTER 3520 DESTINATION DR. VINCE ALBIN DAY 920-831-9249 APPLETON, WI EVE 920-738-0444 WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN- SENIOR SERVICE SERVICE CORP. OSHKOSH, WI MANAGER 920-617-2778 WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800-450-7280 SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800450-7240 WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI TRANS CANADA 801 O'KEEFE ROAD DE PERE, W9 MATT ERNST 920-338-6573 ANR PIPELINE W3925 PIPELINE LN. LARRY HUBER 92GA77-2235 COMPANY EDEN, WI AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 FOND DU LAC, WI ENGINEER WINDSTREAM BROO139KFIELD, WI 3035 BISHOPS 5 3005 JAMES KOSTUCH 262-792-7938 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 650 WTZEL AVE. JOANN RIFE 920424-2438 MANAGEMENT OSHKOSH, WI 54903 7:30-4:30 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY/ N0. STATION DESCRIPTION ELEV. DESIGN DATE 1-9-2023 ISSUED FOR BID 4-14-2023 JS DESIGNATED HAUL ROUTES CAD FILE NAME 23-20 TITLE & SUM SHEETS. DWG DESIGN ENGINEER JOSEPH STANDIFORD MANHOLE VERTICAL CALCULATION FORMULA FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH US INVERT ELEVATION (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) FOR ALL STORM INLET MANHOLE RISERS =RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) FOR ALL STORM MANHOLE RISERS DEPT =R M ELEVATION FRAME-D-UPTH MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) FOR ALL STORM INLETS & INLET MANHOLES DEPTH=FLOWLINE ELEVATIONE ATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS oA = ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) l� = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). ***UNLESS OTHERWISE NOTED ON PLAN*** SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) TYPICAL LATERAL CONNECTION NOTES 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND CONNECT TO EXISTING SERVICE (TYP.) 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 3 RELAY LIVE STORM LATERALS (6") TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE REQUIRED TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) TYPICAL STORM LATERAL INLET O 5' TO 10' FROM STANDARD LIGHT DUTY 8" BACK OF WALK LOCKING OPEN GRATE (NYLOPLAST - 0899CGS)* **"NO DUMPING DRAINS TO O WATERWAY" GRATE MARKER** O DEPRESS GRATE V (MAXIMUM) FROM EXISTING GRADE REGRADE EXISTING SURFACE AS NEEDED FROM GRATE TO 0 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. CITY OF OSHKOSH, WISCONSIN I REVISIONS UTILITY SUMMARY - CONTRACT 23-20 -- 2808AG DRAIN BASIN (NYLOPLAST)* STANDARD 5' HEIGHT 11 SEWER 6" PVC STORM SEWER LATERAL k MAIN * = OR APPROVED EQUAL GENERAL NOTES FOR CONTRACT 23-20 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION OF THE INLET AND STORM SEWER. 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL TO CITY GARAGE. 4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT. 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., UNLESS OTHERWISE NOTED. 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. 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. 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE UNIT PRICE OF THE WATERMAIN. 10 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. PLAN DESIGN INFORMATION DESIGN DATE CAD FILE NAME DESIGN ENGINEER PLAN REVISIONS I DESCRIPTION DATE i BY UTILITY SUMMARY m SHEET QUANTITIES: BID ITEM QTY 1120- REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 32.4 ALL INCLUSIVE(SY) 1370 - TURF RESTORATION (SY) 8.1 1500 - 4" CONC. SIDEWALK W/ Y CABC AND GRADING (SF) 50 1550-NO. 4 REINFORCING RODS -DEFORMED, EPDXY-COATED(LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 37 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 4 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER GREENFIELD TRAIL N0. STATION DESCRIPTION ELEV. DESIGN DATE 11-29-2022 CAD FILE NAME 1255Greenfield Trl DESIGN ENGINEER Joseph Sland'rford 1255 GREENFIELD TRAIL m -( ^"+' INLET(06-2393) as A RIM= 763.32 ` 12 (S) 760 48 . 7 ; , (DEPTH=284 L �4 iss6 REMOVEAND REPLACE fi 8" HES CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING - PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" &GUTTER, , EXCAVATION, FINE GRADING, TURF RESTORATION AND TRAFFIC CONTROL (BID ITEM 1319) .s WEST 9TH AVENUE SAN CONNECT TO EXISTING DN^I10VELED STORM MAIN IVIT DEPTH= 3.20'm sJ 4W RCP ;, ,.c„„ I REMOVE AND REPLACE 8" HES CONC. PAVEMENT INCLUDING SAWING, , (NON -DOWELED), PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1319). 50 ,£ s IP MH (13-660) RIM= 763.93' D ,12"(N)=760.06' �� W—IP' DI `12'(S)=760.06' -i 48"(W)=758.72' DEPTH=5.21' tl 10' VC '^ INLET (13 3673) s $ RIM=763.77 ' DEPTH=3.87 INSTALL CONNECT TOEXISTING OF 6" STORM LATERAL x 6TORM SEWER WITH LATERALINLET DEPTH 275't REMOVE AND REPLACE 4' SHEET SHEET QUANTITIES: BID ITEM QTY 1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 100 1319-8" HES CONC. PAVEMENT REMOVAL AND REPLACEMENT, 57.8 ALL INCLUSIVE(SY) 1370 - TURF RESTORATION (SY) 14.4 1500.4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 100 1550 - No. 4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 60 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 8 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 73 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 4 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 2 2408- FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 4 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 2 RCP i INSTALL 53.0 LIN. FT. OF6"STORM LATERAL CAPPED REMOVE AND REPLACE 4" SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS REO D d 5 INLET (O6 2396) RIM=76136 DEPTH=197 IP �... RCP i INSTALL 53.0 LIN. FT. OF6"STORM LATERAL CAPPED REMOVE AND REPLACE 4" SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS REO D d 5 INLET (O6 2396) RIM=76136 DEPTH=197 IP �... 65'x40' IP CMP INLET (13.3696) - .�` RIM=761.66. RIM=76t.58' 48'(E)=756.96 - �"'? 48'(W)=756.96�' ` :DEPTH=4.70' a O p BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER NO. STATION DESCRIPTION ELEV. DESIGN DATE 11-29-2022 CAD FILE NAME WEST 9TH AVENUE DESIGN ENGINEER JOSEPH STANDIFORD 1 1542 AND 1565 WEST 9TH AVENUE I REMOVE AND REPLACE 8" HES CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1319). EAST NEVADA AVENUE SHEET QUANTITIES: BID ITEM QTY 1120- REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1318 - 8" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 23.3 ALL INCLUSIVE (SY) 1370-TURF RESTORATION (SY) 6.6 1500 -4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 35.0 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 k REMOVE AND REPLACE '.' 4" SIDEWALK AS SHOWN SAW CUT AND DRILLED .. TIE BARS REQ'D. INSTALL 35.0 LIN. FT. OF6"STORM LATERAL' WITH LATERAL INLET IP IP RCP MH (15-676) RIM=751.20' 18"(N)=746.84' 18"(S)=746.84' 12"(NW)=748.00' 12"(NE)=748.00' DEPTH=4.36' I- W W F U) A w oe 1 A CONNECT TO EXISTING STORM SEWER DEPTH= 3.751t t MH (15-672) ssRIM=751.50' z 18"(N)=746.19' 12'(SE)=746.19' 18"(W)=746.19' 27"(E)=746.19' 27' RCP nFar "r BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER N0. STATION DESCRIPTION ELEV. DESIGN DATE 12-5-2022 CAD FILE NAME EAST NEVADA AVENUE DESIGN ENGINEER JOSEPH STANDIFORD 1118 EAST NEVADA AVENUE I INSTALL 29.0 LIN. FT. OF6"STORM LATERAL CAPPED INSTALL 44.0 LIN. FT. OF6"STORM LATERAL LATERALINLET INSTALL NEW STORM MANHOLE (N-2) RIM=770.75' 6"(NW)=766.80' 6"(W)= 766.80' 12'(E)=766.67' DEPTH=3.33' REMOVE AND REPLACE 4" SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. INSTALL 156.0 LIN. FT.OF 12" STORM SEWER @ 0.50% REMOVE AND REPLACE 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" 8 GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 240 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 1308 - 7' CONC. PAVEMENT REMOVAL AND REPLACEMENT, 300 2800 -ABANDON 8" TO 12" STORM SEWER (LF) 5 ALL INCLUSIVE (SY) 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 1360 - ADJUST MANHOLE AND INLETS (EA) 1 2856 - CONNECT TO EXISTING STORM SEWER MANHOLE (EA) 1 1370 - TURF RESTORATION (SY) 73.5 2856 - CONNECT TO EXISTING STORM SEWER INLET (EA) 1 1500 - 4' CONC. SIDEWALK W/ 3' CABC AND GRADING (SF) 150 1510 -6' CONCRETE SIDEWALK/DRIVEWAY/RAMP WITH 3" CABC AND GRADING (SF) 90 1550-No. 4 REINFORCING RODS -DEFORMED, EPDXY-COATED(LF) 75 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 12 EPDXY COATED (EA) 2001 - FURNISH AND INSTALL 8" STORM SEWER (LF) 2 2003 - FURNISH AND INSTALL 12" STORM SEWER (LF) 211 2201 - FURNISH AND INSTALL STANDARD STORM SEWER 4' MANHOLE (VF) 6.80 2400 - FURNISH AND INSTALL 6' STORM SEWER LATERAL (LF) 129 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 8 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 4 2408 - FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) .......... m OC INLET(1.1184) RIM=76r� 8"(S)=7 6767.83 DEPTH=1.75 ? r, WEST 6TH AVENUE —� L152 w 6• DI • a INSTALL NEW r • ,` ,gf '` j^� STORM MANHOLE . 1) RIM=770.11' 12- " '12"(NW)=76754' INSTALL: LIN FT ;;;`12'(SE)=767.17' OF 6" STORM LATERAL 12"("=765.89' WITH LATERAL INLET S ST y; ,-� 12'(E)=765.89' — � DEPTH=3.4T INSTALL 11.0 LIN. FT.OF 'T` �• 12' STORM SEWER @1.0%, vL REMOVE AND REPLACE �u e INSTALL 28.0 LIN. FT E 4" SIDEWALK AS SHOWN F OF 6" STORM LATERAL ` SAW CUT AND DRILLED ,, I CAPPED TIE BARS REQ D. 3 INLET (1.1163) - ;�^ 5 RIM=769.84' - " 12 (NE)=767.29' lift,`^ ,... �, - DEPTH=2.55' IP IP INSTALL 8' STUB PIPE AND CONNECT TO EXISTING 8' CMP. ABANDON T SECTION. BULKHEAD AT INLET. REMOVE REMAINING 34' OF PIPE TO MH 06-615 MH (06-615) RIM=769.98' 12"(E)=765.13' 12"(W)=765.78' 8"(S)=766.48' DEPTH=4.85' ADJUST MANHOLE I LEAVE CURB AND PAN AROUND RAMP ,' INSTALL 44.0 LIN. FT OF 12" STORM SEWER @ 0.25% BENCH MARKS — USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER NO. STATION DESCRIPTION ELEV. DESIGN DATE 12-9-2022 CAD FILE NAME WEST 6TH AVENUE DESIGN ENGINEER JOSEPH STANDIFORD 1609,1621, 1626 WEST 6TH AVENUE AND 605 REICHOW STREET m ? CONNECT TOE ' STORM SEWER `,. DEPTH= 2.95't ., W I Z a t a �� Z MH(06.640) RIM=75879: '' L) 3/- J " 16"(VV)=763 46 ); 12"(E)=752 20 k% " W -- 42'(S)=749 99' 36"X58'(NE) 749.96', O 8'(SW)=753.00' w 8"(SE)=753 00' DEPTH=608' (L L) tU 8' DI IP SHEET QUANTITIES: BID ITEM CITY 1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 60 1308 - 7' CONC. PAVEMENT REMOVAL AND REPLACEMENT, 44.6 ALL INCLUSIVE (SY) 1370 - TURF RESTORATION (SY) 8.1 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550-NO. 4 REINFORCING RODS -DEFORMED, EPDXY-COATED(LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 54.0 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2408 - FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 1 RF N(:FJ MARICC _ I ICf:C ND\/fl RR nATI IM 15' RCP 8' DI PLAN DESIGN INFORMATION DESIGN DATE 11-30-2022 CAD FILE NAME DESIGN ENGINEER I JOSEPH STANDIFORD NORTH WESTFIELD STREET PLAN REVISIONS DESCRIPTION DATE I BY w n Z w Q m O .1 STORM SEWER NORTH WESTFIELD STREET 305 NORTH WESTFIELD STREET INLET (15-3001) RIM= 748.43' 8"(SE)=746.18' DEPTH=2.25' t, r INSTALL 55.0 LIN. FT. OF 6" STORM LATERAL CAPPED CONNECT TO NEW STORM SEWER DEPTH= 2.34t i W CUT END OF DRIVEWAY a INSTALL 16.0 LIN FT. APRON CAN BE SAVED DO OF 6 STORM LATERAL - INSTALL 2.0 LIN FT NOT REMOVE T x S CAPPED OF 6" STORM LATERAL Q 1 �, .B LATERAL lIN SAW CUT END OF DRIVEWAY TERRACE DO NOT j REMOVE AND REPLACE REMOVE SIDEWALK ' j4" SAW ANDIDEWALK SHOWN INLET (15.1040) `?£ IF APRON CAN BE SAVED DO z+ y r. '� SAW CUT AND DRILLED RIM 748 50 NOT REMOVE ma TIE BARS REQ D �.. 8"(NW) 745 78 d 12"(S) 745 70 all.all. -- OF6 STORM LATERAL DEPTH 2 80 WTH LATERAL INLET.r uipi SHEET QUANTITIES: D T 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY IS 458 19 ALL INCLUSIVE (SY) 1370-TURF E TO IO 1500 -4" CONC. SIDEWALK W/ 3" CABC AND GRADING S 1 1 0 - O C IDEW l DRIVEWAYlRAMP W/ 3" CABC AND GRADING SF 308 1 G OR E F 0 56 -DRIL EDNO. REINFORCINGTIE GARS -DEFORMED, 12 EPDXY COATED (EA) 2004 - FURNISH AND INSTALL 12' RCP STORM SEWER (LF) 200 2237 - FURNISH AND INSTALL TYPE III STORM SEWER INLET W/ 18' SUMP (EA) 1 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 105 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 8 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 4 2408 - FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 2 2508- FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 4 MODIFIED INLET PROTECTION (EA) 2516 -FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 RRM!'.H MARKC - I IRf:C NAvn RR nATI 2858 - CONNECT TO EXISTING STORM INLET (EA) 1 PLAN DESIGN INFORMATION DESIGN DATE 11-22-2022 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER DOEMEL STREET 2012, 2027, 2030 AND 2106 DOEMEL STREET BISMARCK AVENUE INSTALL 32.0 LIN. FT. OF6"STORM LATERAL CAPPED REMOVE AND REPLACE 4"SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. INSTALL NEW STORM MH (N-4) RIM=755.05' 12"(Q=750.96' DEPTH=3.34' INSTALL 19.0 LIN. FT. OF 6" STORM LATERAL WITH LATERAL INLET REMOVE AND REPLACE 4" SIDEWALKAS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. SANITARY MANHOLE (06-182) - REPLACE ADJUSTING RINGS AND CASTING. INSTALL EXTERNAL CHIMNEY SEAL. DIAMOND AROUND MANHOLE. REMOVE AND REPLACE " y 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, s EXCAVATION, FINE GRADING, TURF RESTORATION, AND -�) TRAFFIC CONTROL (BID ITEM 1308). --------------- �1 REMOVEANDREPLACE 4" SIDEWALK AS SHOWN. SAW CUT AND DRILLED I TIE BARS REQ'D. IE-,. INSTALL 257.0 LIN. FT.OF 1Z RCP STORM SEWER @ 0.20% vtt` INSTALL 19.0 LI — OF6"STORM LATERAL WITH LATERAL INLET 6' DI jo, VC v a 0 a N m m t�� '' INLET (06.1454) RIM= 753,24' ' 8 (S) 750.9T DEPTH 2.30' INSTALL 8 STUB PIPE Al E �. CONNECT TO EXISTING 8 PVC INLET LEAD. �`^» I)AXOT ST. _ MH (06 911) if g ASPNA T PA? RIM=753.36' ^•%>-?�.- lei 15 (N)=750.39 ' INSTALL NEW S12 (W)=750.39 I �,, i STORM MH (N 3) ,-" 1 ;, 8'(SW)=750.45 RIM=753.40' IP C DEPTH 2.97 12"(S)=750.69' ',.ty 8'(N)=750.67' 12'(W)=750.44'p 12"(E)=750.44' n DEPTH=2.21 _ ^ �l K ,. :mo IP OLET LEA (0&14553 MIAALl4 16 ABANDON TOF PIPPOWER POLE WITH G=75„D AT INLET AND H 2EMOVE 25 SECTI FROM MANHOLE 06.911 TO CURBLINE ADJUST MANHOLE INSTALL 32.0 LIN FTOF ' 12"RCP STORM SEWER @020% L ER POLE TELEPHONE PED , SHEET QUANTITIES: BID ITEM QTY 1100 - PAVEMENT REMOVAL (SY) 29 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 150 2508 -FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPED 3 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 295 MODIFIED INLET PROTECTION (EA) ALL INCLUSIVE (SY) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 3 1360-ADJUST MANHOLES AND INLETS (EA) 2 28DO-ABANDON 8" TO 12" STORM SEWER (LF) 7 1370 - TURF RESTORATION (SY) 25 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 2 1500 -4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 150 2856 - CONNECT TO EXISTING STORM SEWER MANHOLE (EA) 1 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 90 3114 - FURNISH AND INSTALL SANITARY CHIMNEY SEAL (EA) 1 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 12 EPDXY COATED (EA) 1700 - SAW CUTTING PAVEMENT (LF) 80 1900 - TACK COAT (GAL) 2 1906 - 4"ASPHALTIC PAVEMENT WITH 10" CABC AND GRADING (SY) 29 2004 - FURNISH AND INSTALL 12" RCP STORM SEWER MAIN (LF) 293 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 70 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 6 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 3 2408 - FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 2 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER N0. STATION DESCRIPTION ELEV. DESIGN DATE 12-9-2022 BISMARCK AVENUE CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD 715, 722 AND 723 BISMARCK AVENUE m a r v m z m z c m TDS FIBER .«.«,"RIM=785.28' "m 21'(N)=759.93' 21"(S)=760.12' 4 REMOVE AND REPLACE , 8"(SE)=761.00' , _ 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, ' 8" S =761 00 ' PAV IP ) « - �.�«, 765 .. ,. RIM-.9 _ 21 N -_ 761 19 - y_ s i 12 \`•/-761 22 fF✓ %d'4-`5'�'''Ld4 � v`.. :.� _.''vu�.'�'./`._ � '�1n:_y'u ,. Y 4. "..., - ,s,/ �y �"' ("' 12"(NE) 761 4 r � s �' r' ='�',v = s ��,ea., .ra L, � ' . .-;,�.. '. '.:=v �s '":�, �,• ., Q �21' RCP WALNUT STREET IT 36,0 SAN SAN SAN ABS W W 1 r .a GASH` IP ON a REMOVE AND REPLACE .,,;�„ ". -. •' ",�- r?' �r,� _, 4 SIDEWALK AS SHOWN. M,*' "g'' SAW CUTAND DRILLEDu-LL`�'•'a TIE BARS REQ D fau v m� /11D _ 2k7Q SHEET QUANTITIES: BID ITEM QTY 1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1308 - 7' CONC. PAVEMENT REMOVAL AND REPLACEMENT, 40.0 ALL INCLUSIVE (BY) 1370 - TURF RESTORATION (BY) 8.1 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550-NO. 4 REINFORCING RODS -DEFORMED, EPDXY-COATED(LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 47 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 4 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 EMENT TIES BOND BREAKER INTEGRAL CURB 30" & GUTTER DEPTH 5 33' EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). INSTALL 47.0 LIN. Ff. OF6"STORM LATERAL CAPPED TDS FIBER TYP. 2' TO 2.5' DEEP iP '1 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER N0. STATION DESCRIPTION 1 ELEV. DESIGN DATE 12-2-2022 CAD FILE NAME WALNUT STREET DESIGN ENGINEER JOSEPH STANDIFORD 2210 WALNUT STREET 1= REMOVE AND REPLACE 4" SIDEWALK AS SHOWN. Y SAW CUT AND DRILLED TIE BARS REQ'D. d ADJUST MANHOLE INSTALL 28.0 LIN. FT. INSTALL 28.0 LIN. FT. OF 6" STORM LATERAL'" OF 6" STORM LATERAL' i WITH LATERAL INLET WITH LATERAL INLET 1625 1631 137 REMOVE AND REPLACE M ' 4" SIDEWALK AS SHOWN.: SAW CUT AND DRILLED '� L INLET (1458) TIE BARS REQ'D RIM=763.45' 8"(NE)=759.30' DEPTH=4.15' , , INSTALL 21.0 LIN. FT. OF6"STORM LATERAL CAPPED. CAP LATERAL 2'FEET PAST SIDEWALK. .. ", ' t. MH (13-465) REMOVE AND REPLACE L"2q :".q ,.�, tea^:: RIM— 76571' 4" SIDEWALK A3 SHOWN "("=761.71 SAW CUTAND DRILLED ,y 8'(SE)=762.00 TIE BARS REQ'D. a 18"(E)=761.71' ' DEPTH=325' CONNECT TO EXISTING STORM SEWER INLET DEPTH= 3.75'3 In SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK 8, DRIVEWAY (SF) 50 1308- 7" CONC. PAVEMENT, REMOVAL AND REPLACEMENT, ALL INCLUSIVE (BY) 14.5 1370 - TURF RESTORATION (SY) 6.6 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 21 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 3 MODIFIED INLET PROTECTION (EA) 2516- FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850-CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 B. RCP IP T <, AI Sl'"11 V MORELAND STREET N O W k G �� k BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER N0. STATION DESCRIPTION ELEV. DESIGN DATE 12-6-2022 CAD FILE NAME MORELAND STREET DESIGN ENGINEER JOSEPH STANDIFORD 932 MORELAND STREET IP La MH (15.3491) RIM=749.76' 12'(N)=745.98' DEPTH=3.03' SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK 8 DRIVEWAY (SF) 50 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 31.1 ALL INCLUSIVE (BY) 1370- TURF RESTORATION (BY) 9 1500 - 4" CONC. SIDEWALK W13" CABC AND GRADING (SF) 50 1550-NO. 4 REINFORCING RODS -DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 48.0 2404-FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2408 - FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 {CONNECTTO EXISTING -'STORM SEWER DEPTH= 2.50't I GRABER STREET I DI REMOVE AND REPLACE 4"SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. REMOVE AND REPLACE 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" 8 GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308) T MH (G•3) � � ,� T- 12"(S)=746 ig,'4�s INSTALL 48.0 LIN. FT. OF 6" STORM LATERAL ' WITH LATERAL INLET CONNECTSUMPHOSE ', TO LATERAL INLET PLAN DESIGN INFORMATION DESIGN DATE _ 11-3D-2022 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD PLAN REVISIONS DESCRIPTION I DATE I BY STORM SEWER GRABER STREET 7 SHEET QUANTITIES: BID ITEM QTY 1100 - REMOVING PAVEMENT (BY) 664 1319 - 8' HES CONC. PAVEMENT REMOVAL AND REPLACEMENT, 49 ALL INCLUSIVE (SY) 1370 - TURF RESTORATION (SY) 280 1700 - SAWING EXISTING PAVEMENT (LF) 610 1900 - TACK COAT (GAL) 44.0 1906 - 4" ASPHALTIC PAVEMENT LT WITH 10' CABC AND GRADING (SY) 664 2003 - FURNISH AND INSTALL 12' PVC STORM SEWER (LF) 248 2006 - FURNISH AND INSTALL 15" PVC STORM SEWER (LF) 300 2201 - FURNISH AND INSTALL STANDARD 4' STORM SEWER MANHOLE (VF) 11.67 2203 - FURNISH AND INSTALL STANDARD 6' STORM SEWER MANHOLE (VF) 3.29 2400 - FURNISH AND INSTALL W STORM SEWER LATERAL (LF) 142 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 18 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 9 2408- FURNISH AND INSTALL STORM SEWER LATERAL INLET (EA) 5 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 3 MODIFIED INLET PROTECTION (EA) - 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 3 2804 - REMOVE 30" AND SMALLER STORM SEWER (LF) 31 RFNGH MARKS - NSGS NAVD 88 DATUM 2850 -CONNECT TO EXISTING STORM SEWER MAIN (EA) 3 2858 - CONNECT TO EXISTING STORM SEWER INLET (EA) 1 3114 - FURNISH AND INSTALL EXTERNAL SANITARY CHIMNEY SEAL (EA) 2 PLAN DESIGN INFORMATION DESIGN DATE 12-7-2022 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD PLAN REVISIONS DESCRIPTION DATE I BY INSTALL NEW 4' STORM MH (N-10) RIM=751.10' 12-(W)=748.22' DEPTH=2.07' CONNECT TO EXIS STORM SEWER DEPTH= 2.00't STORM SEWER MILLER LANE 34, 850, 870 AND 880 MILLER LANE 1 W n Z W a cn F y W 3 SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK 8 DRIVEWAY (SF) 50 1308. 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 101.25 ALL INCLUSIVE (BY) 1370 - TURF RESTORATION (SY) 6.6 1500 -4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF) 50 1510 - 6' CONC. SIDEWALK/DRIVEWAY/RAMP WITH 3- CABC AND GRADING (SF) 148.5 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2003 - FURNISH AND INSTALL 12" STORM SEWER MAIN (LF) 58 2201 - FURNISH AND INSTALL STANDARD 4' STORM MANHOLE (VF) 4.60 2237 - FURNISH AND INSTALL TYPE III STORM SEWER INLET (EA) 2 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 27 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) W-NI :H MARKS - I JSt4S NAV I) HM I)A 1 UM 2516- FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2800 -ABANDON 8" TO 12" STORM SEWER (LF) 44 2810-ABANDON STORM SEWER MANHOLES AND INLETS (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 PLAN DESIGN INFORMATION DESIGN DATE 2/15/2023 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD INSTALL 27.0 LIN. FT. OF6"STORM LATERAL CAPPED PLAN REVISIONS r INSTALL NEW TYPE III STORM INLET (I-3) RIM=775.08' e, 12"(WM=772.40' -A SUMP=1.50' * DEPTH=4.16' REMOVE AND REPLACE 4"SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS RECI'D. INSTALL NEW TYPE III STORM INLET (1-2) RIM=775.09' 12"(E)=772.31' SUMP=1,50' DEPTH=4.25' INSTALL 20.0 LIN FT OF if 12" STORM SEWER @ 0.20% j DESCRIPTION I DATE I BY STORM SEWER GREENFIELD TRAIL 855 GREENFIELD TRAIL SHEET QUANTITIES: BID ITEM QTY 1100 - REMOVE PAVEMENT (SY) 18.6 1120- REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1370 - TURF RESTORATION (SY) 8.1 1500 - 4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF) 50 1650 - NOA REINFORCING RODS, DEFORMED, EPDXY COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 1700 - SAW EXISTING PAVEMENT (LF) 56 1900 - TACK COAT (GAL) 1.3 1906 - 4" ASPHALTIC PAVEMENT LT W/10" CABC AND GRADING (SY) 18.6 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 50 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406- FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 4 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850-CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 2852 - CONNECT TO EXISTING STORM LATERAL (EA) 1 RFAIl:N MARKC _ I ICf:C MAvn RR DATI IM 6' DI 5213365j RIM8 MASON STREET 15"(S)=759 28' �,.� `.' d 18'(W)=759.52' DEPTH=6.10' PLAN DESIGN INFORMATION DESIGN DATE 12-5-2022 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD PLAN REVISIONS DESCRIPTION DATE I BY N" STORM SEWER MASON STREET 1024 MASON STREET T.. m w 12' RCP v SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 31.1 ALL INCLUSIVE (SY) 1370-TURF RESTORATION (SY) 8.8 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6' STORM SEWER LATERAL (LF) 39 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 3 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850-CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 HAZEL STREET REMOVE AND REPLACE 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). INSTALL 39.0 LIN, FT. OF6"STORM LATERAL CAPPED INLET (G-3) RIM=751.15' 8"(NW)=747.20' DEPTH=3.95' IP INLET (15-1531) RIM=751.10' 8'(N=747.10' 8"(SE)=747.10' DEPTH=4.00' IP I 00 CONNECT TO EXISTING STORM SEWER DEPTH= 3.00't m a N z m a v a a m z a m MH (15.1173) RIM=751.14' 8'(N)=747.00' 8'(S)=747.00' 18'(W)=746.45' 18'(E)=746.45' DEPTH=4.69' MH (15-672) RIM=751.50' 18"(N)=746.19' 12"(SE)=746.19' 18'(W)=746.19' 27"(E)=746.19' DEPTH=5.31' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER HAZEL STREET 1433 HAZEL STREET NO. STATION DESCRIPTION ELEV. DESIGN DATE 12-6-2022 CAD FILE NAME DESIGN ENGINEERI JOSEPH STANDIFORD 0 INSTALL 25.0 LIN. FT OF6"STORM LATERAL, w° �= r CAPPED, REMOVE AND REPLACE { 4"SIDEWALK.. SHOWN. �r . SAW CUT AND DRILLED TIE BARS REO'D. ST.. �r CONNECT NEW LATERAL TO EXISTING HOSE AT BACK OF WALK. 12' s. CONNECT TO EXISTING ' STORM SEWER DEPTH= 2.95'm REMOVE AND REPLACE 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). SHEET QUANTITIES: BID ITEM QTY 1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1308 - T CONC. PAVEMENT REMOVAL AND REPLACEMENT, 16.6 ALL INCLUSIVE (BY) 1370 - TURF RESTORATION (BY) 6.6 1500 - 4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF) 50 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6' STORM SEWER LATERAL (LF) 25 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 RFNCH MARKS - NSGS NAVD 88 DATUM INLET (I.559) RIM=791.10' 8"(W)=788.25' DEPTH=2.85' ".. PLAN DESIGN INFORMATION DESIGN DATE 12-2-2022 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD INLET MH(13-891) RIM= 791.14' 15'(N)=787.53' 12'(S)=787.53' W(E)=788.14 DEPTH=3.61' IPT15' RCP Is BRENTWOOD DRIVE CAM B' AHS__�_ IP I-. N 6' DI . PLAN REVISIONS DESCRIPTION DATE I BY STORM SEWER BRENTWOOD DRIVE 1625 BRENTWOOD DRIVE m ON a z` � r IL u� y ✓ g r ' � INLET (13-061) RIM=788.18` 12'(E)=764.70' ._ 8'(SWp765.00' 12"(\A0=764.72' DEPTH=3.48' IP MH (13-3825) RIM= 767.64' 48"(N)=761.79, 38"X60"(SW)=762.02' 15" W9=763.66' DEPTH=5.85' SHEET QUANTITIES: BID ITEM QTY 1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 100 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 81.5 ALL INCLUSIVE (SY) 1370 - TURF RESTORATION (SY) 16.0 1500 - 4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF) 100 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 60 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 8 EPDXY COATED (EA) 2400- FURNISH AND INSTALL 6"STORM SEWER LATERAL(LF) 101 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 4 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 2 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 3 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 2 RFNCN MARKR - I I.Rr R NAVD AR IIATI IM INSTALL 48.0 LIN. FT. OF6"STORM LATERAL CAPPED RCP REMOVE AND REPLACE 7' CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). REMOVE AND REPLACE 4"SIDEWALK AS SHOWN SAW CUT AND DRILLED TIE BARS REQ D c INLET (1-116�) RIM=766.25' 12"(NE)=763.25' DEPTH 300' IP EX 7' NDN-DBVF�f CONNECT TO EXISTING STORM SEWER DEPTH= 3.50't PLAN DESIGN INFORMATION DESIGN DATE 11-29-2022 CAD FILE NAME _ DESIGN ENGINEER JOSEPH STANDIFORD REMOVE AND REPLACE 4" SIDEWALKAS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. REICHOW STREET :CONNECT NEW LATERAL TO EXISTING "4 SUMP HOSE AT BACK 48' RCP w OF WALK. INLET MH (13-459) RIM= 766.69' 48"(N)=760.97' 48"(S)=760.97' 8'(SW)=763.00 DEPTH=5.72' REMOVE AND REPLACE 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). INSTALL 52.5 LIN FT OF 6" STORM LATERAL CAPPED r` CONNECT TO EXISTING STORM SEWER DEPTH= 3.20'1 PLAN REVISIONS DESCRIPTION DATE I BY STORM SEWER REICHOW STREET 1025 AND 1119 REICHOW STREET 1403 EX. MH (12-658) RIM= 762.81' 18"X11"(N)=759.61' 1 29'X18"(S)=759.61' r 8"(NW)=760.00' 8"(SW)=760.00' F36"x22"(E)=759.61' 43"x27(W)= 759.56' DEPTH=3.25' ss' CONGRESS "E. EX. INLET -` (I-1011) RIM=762.70' ` 29"X18"(N)=759.70' f 29"X18"(S)=759.70' DEPTH 3 00' 2 1355 REMOVE AND REPLACE $ 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER EXCAVATION, FINE GRADING, TURF RESTORATION, AND^--~ TRAFFIC CONTROL (BID ITEM 1308).ml � COLLAR. (CITY SPECS 2850.3.10.4) 1351 DEPTH= 2.50t 1345 SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1308 - r CONCRETE PAVEMENT REMOVAL AND REPLACEMENT INCLUDING ALL INCLUDED (BY) 57.2 1370 - TURF RESTORATION (BY) 6.6 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - NOA REINFORCING BARS - DEFORMED, EPDXY -COATED 4 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 39.0 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 3 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 1h IP WIP W U) < a X. MH W (12-949) V RIM= 762.74' 36"x22"(W)=760.01' 21"(E)=760.01' 8"(N)=760.01' 8"(S)=760.01' DEPTH=2.73' IP j REMOVE AND REPLACE 4" SIDEWALK AS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. 113521 1348 INSTALL 39.0 LIN. FT. OF 6" STORM LATERAL CAPPED BENCHMARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER NO. I STATION DESCRIPTION ELEV. DESIGN DATE 11-22-2022 CAD FILE NAME CEDAR STREET DESIGN ENGINEER Joseph Standiford 1352 Cedar Street 7 CONNECT TO EXISTING - STORM SEWER DEPTH= 2.25'm REMOVE AND REPLACE 4" SIDEWALKAS SHOWN. SAW CUT AND DRILLED TIE BARS REQ'D. 15' RCP INSTALL 15.0 LIN. FT. OF6"STORM LATERAL CAPPED DI MH (2.250) RIM=756.33' 15"(VV)=753.13' 10"(NE)=753.13' DEPTH=3.20' SHEET QUANTITIES: BID ITEM CITY 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1370 - TURF RESTORATION (SY) 6.0 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 1550-NO. 4 REINFORCING RODS -DEFORMED, EPDXY-COATED(LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 15 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 -CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER N0. STATION DESCRIPTION ELEV. DESIGN DATE 1/20/2023 WAUGOO AVENUE CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD 925 WAUGOO AVENUE W m z W a m 0 3 W z F a W INLET (11-591) RIM= 750.49' 12'(E)=748.19' DEPTH=2.30' SHEET QUANTITIES: BID ITEM CITY 1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 37.2 ALL INCLUSIVE (SY) 1370 - TURF RESTORATION (SY) 6.0 1500 -4" CONC. SIDEWALK WI 3" CABC AND GRADING (SF) 50 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 62 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 2 MODIFIED INLET PROTECTION (EA) 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 1 RFAI(:H MARKC - I IC(:C NIAVPI AA nATi IM INSTALL 62.0 LIN. FT. OF 6" STORM LATERAL i GROVE STREET I' CLEANOUT PLAN DESIGN INFORMATION DESIGN DATE 2/27/2023 CAD FILE NAME DESIGN ENGINEER JOSEPH STANDIFORD REMOVE AND REPLACE 7" CONC. PAVEMENT (NON -DOWELED), INCLUDING SAWING, PAVEMENT TIES, BOND BREAKER, INTEGRAL CURB 30" & GUTTER, EXCAVATION, FINE GRADING, TURF RESTORATION, AND TRAFFIC CONTROL (BID ITEM 1308). 10 4'6" l INLET (11-587) RIM=749.55' 10"(E)=746.23 DEPTH=3.32 CONNECT TO EXISTING STORM SEWER DEPTH= 2.80'1 PLAN REVISIONS I DESCRIPTION I DATE I BY CLEANOUT ^=-� STORM SEWER GROVE STREET 1116 GROVE STREET W z W a z 3 c a m 17M E 0 +) 0 1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 101.5 0 1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 17 U ALL INCLUSIVE (SY) 751 O 1370 - TURF RESTORATION (SY) 204 0 1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF) 50 N 1510 - 6" CONCRETE SIDEWALK/DRIVEWAY/RAMP WITH 3" CABC AND GRADING (SF) 51.5 1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30 750 1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4 EPDXY COATED (EA) No 2001 - FURNISH AND INSTALL 8" STORM SEWER (LF) 9 749 N 2003 - FURNISH AND INSTALL 12" STORM SEWER (LF) 5 2010 - FURNISH AND INSTALL 18" RCP CLASS III STORM SEWER (LF) 180 c 2142 - FURNISH AND INSTALL 18" RCP CLASS III APRON ENDWALL (EA) 1 2201 - FURNISH AND INSTALL 4' STANDARD STORM SEWER MANHOLE (VF) 6.73 748 2237 - FURNISH AND INSTALL STANDARD STORM SEWER TYPE 3 INLET 1 6 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 3 c MODIFIED INLET PROTECTION (EA) j 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 2 747 ' 2518 - 12" DIAMETER SEDIMENT LOGS (LF) 20 2524 - FURNISH AND INSTALL DEWATERING TANK SYSTEM (EA) 1 2526 - FURNISH AND INSTALL TURBIDITY BARRIER (EA) 1 746 2650 - FURNISH AND INSTALL RIP -RAP WITH HEAVY FILTER FABRIC (SY) 10 2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA) 3 745 N O N 744 N 743 742 O n+nn O 0 v— =o c 0 CITY OF OSHKOSH, WISCONSIN EX. SUR _sIA. o+44.oO, o.0 a RIM=748.57 18" RCP(NE)=744.67 12" RCP(SE)=745.17 8"RCP(VV)=744.77 __8"RCP(S)=744.77 _._.._ __—__---_—_________. - DEPTH=3.15' 0+50 PLAN DESIGN INFORMATION DESIGN DATE 3/1/2023 SURVEYOR DESIGN ENGINEER I JOSEPH STANDIFORD JAMES RABE, DIRECTOR OF PUBLIC WORKS STORM 4' MH N"2 STA. 1-85.01, 0.2' RT RIM=751.45 18" RCP(SW)=744.27 18" RCP(NE)=744.27 DEPTH=6.43' APRON ENDWALL INSTALL 25.0 LIN.FT. OF 18" RCP CLASS III STORM SEWER @.25% W/ JOINT TIES, END SECTION, CLAY BEDDING AND BACKFILL. i N-2 SUMMER L.F. 18" STO. 25,0 L.F. OF 18' RCP STORM SEWER W/JOINT TIES, CLAY BEDDING AND BACKFILL ENDWALL ❑UTFALL EL =744,17 i 1+00 1+50 PLAN REVISIONS DESCRIPTION SCALE IN FEET: o zo 40 2+00 DATE BY CITY CONTRACT 23-02 2+37 751 750 749 748 -- 747 s 746 745 — 744 _ 743 742 2+37 INSTALL RIP -RAP AND FILTER FABRIC FROM APRON ENDWAL TO DAYLIGHT. INSTALL ENDWALL GRATE. TURBIDITY BARRIER OUTFALL 18"(NW)=744.17' ORDINARY HIGH WATER MARK 747.55' STORM SEWER WHITE SWAN DRIVE 2160 WHITE SWAN DRIVE SHEET 26 OF 28 M N O N d N \ <t- N O a L 2 -N / /1 O n t^. n V; C; Q H Z C c