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Home My WebLink AboutMini Roundabout Plans (12-15-22 letting)U 2 4 .. ...•..'HEM 1111.1MP IUli MINEMENNUMMa CONSTRUCTION PLANS FOR BLACK HAWK COUNTY WEST 9TH STREET IOWA DOT THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND THE CITY OF WATERLOO SUPPLEMENTAL SPECIFICATIONS. MILEAGE SUMMARY 1I1 09-27-94 LOCATION LIN. FT. MILES SOUTH STREET STA 120+83 TO STA 138+14 243 0.046 W 9TH STREET STA 203+16 TO STA 210+66 254 0.048 TOTALS 497 0.94 DESIGN DATA 101-5 0430-02 SOUTH STREET -POSTED SPEED 25 MPH SOUTH STREET - DESIGN SPEED 30 MPH SOUTH STREET - ADT 4470 W 9TH STREET -POSTED SPEED 30 MPH W 9TH STREET -DESIGN SPEED 35 MPH W 9TH STREET -ADT 9100 IOWA ONE CALL, 811 1-800-292-8989 The Utilities as shown on this drawing ware developed from the information available. This is not implied nor intended to be the complete inventory of utilities In this area. It Is the clients/contractors responsibility to verify the location of all utilities (whether shown or not) and protect said utilities from any damage. BLACK HAWK COUNTY, IOWA AND SOUTH STREET MINI -ROUNDABOUT CITY PROJECT NO: TOF-297 PROJECT NO: CS-TSF-8155(777)--85-07 Mayor And City Council Quentin Had (Mayor) Rob Nichols Dave Boesen John Chiles Jonathan Grieder Nla Wilder Jerome Amos Ray Feuss TOTAL SHEETS: 36 SHEET INDEX SHEET NO. SHEET TITLE A.01 A.02 A.03 A.04 B.01 - B.02 C.01 C.02 - C.03 C.04 - C.07 D.01 - D.04 F.01 G.01 H.01 J.01 J.02 K.01 - K.02 L.01 M.01 - M.02 MW.01 N.01 - N.02 P.01 S.01 - S.05 COVER SHEET LEGEND AND UTILITY CONTACTS GENERAL NOTES REMOVAL PLAN TYPICAL SECTIONS QUANTITIES ESTIMATE REFERENCE NOTES TABULATIONS PLAN AND PROFILE GRADING AND EROSION CONTROL GEOMETRIC CONTROL RIGHT OF WAY PLAN TRAFFIC CONTROL PLAN DETOUR PLAN INTERSECTION PLAN JOINTING PLAN STORM SEWER PLAN WATER MAIN PLAN PAVEMENT MARKING AND SIGNING PLAN LIGHTING PLAN SIDEWALK PLAN a' 'oFE551ONq /ix yOQ. �Fti'II ;� cs Z 2i966 // "I*ossps"c`\ uvso ec: eiawtAtArg:u wow vw 9 iii-W rF oxn waoaa wwx FNRCH FRALER • OCENSE x x . KNEW/4 D ATE PSHEETs m MI.. COMM s. ms srw. A\11111 I I Il///COMBED BELOW BY MDER QFE5510ryq 42• .Ac.WMARCUS n.,I»m., %REPARED 0.4%MP OMR S J JANUARIO • 2 % UAR U"AMOm. PoO 23116 ALL SHEETS Exwvr PSHEETS /'q*NI A*sD` 2 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT 8 3 A.01 CONTACT NUMBERS CITY OF WATERLOO: ENGINEERING DEPARTMENT (319) 291-4312 TRAFFIC OPERATIONS (319) 291-4440 FIRE: BUSINESS EMERGENCY POLICE: BUSINESS EMERGENCY SANITARY & STORM SEWER: (319) 291-4553 WATER: (319)232-6280 IOWA ONE CALL: (319)291-4460 911 (319)291-4340 911 811 Company Contact Name Email address Phone N Impact on Utilities City of Waterloo- Forestry Todd Derifleld Todd.derlfield@waterloo-la.org City of Waterloo - Engineering Jamie Knutson lamie.Knutson@waterloofa.org 319-291-4312 City of Waterloo -Sewer Brian Bowman Brian.bowman@Waterloo-IA.org City of Waterloo - Traffic Sandie Greco sandie.greco@waterloo-ia.org City of Waterloo -Sewer Laura Mast laura.mast@waterloo-ia.org City of Waterloo - Tragic Matt Vlasak Matt.Vlasak@waterloo-ia.org City of Waterloo - Traffic Tina schellhorn Tlna.Schellhorn@waterloo-la.org MidAmerican I. Johnson Irjohnson@midamerican.com MidAmerican - Gas Karen Speicher Karen.spelcher@midamerican.com 20" distribution feeder runs along NW side ofW 9thSt,and can't be relocated. Potholes on each side will be required. Need M coordinate with the City's surveyors. MidAmerican -Streetlight Kline DKline@midamerican.com Theme streetlight pole at the corner, which Midgmedan can remove once the mtersenion is closed for construction. MldAmerlcan Dwoofter NDwoofter@midamerican.com MidAmerican (Streetlight) Shane Davis Shane.Davis@midamerican.com There's one pole on the SW corner of the intersection that would need to be relocated prior to construction CenturyLlnk Brent Giese Brent.Giese@CentaryLink.com Medlacom Parker kparker@mediacomcc.com Mediacom Frazer bfazer@mediacomcc.com Medlacom jchicken@mediacomcc.com Medlacom Stephen Kness 5tephen.Kness@windstream.com Mediacom is all aerial. Lines would move if power poles move. Windstream CLEC Fiber Stephen Kness Stephen.Kness@windstream.com None UPN Fiber Dan Hogan dan.hogan@upnflber.com Aureon Jeff Klocko Jeff.klocko@aureon.com None SOT Jim jim@sbtnet None Terratech Tim Carone tcarone@terratechlIc.net Terratech baman@terra echllc.nen Lumen Dave Graham DavnGraham@lumen.com 319-830-3630 Lumen Tommy Brower Tommy.Brower@lumen.com 515-201-4520 Lvmnen Heather Blackburn Heather.Blackburn@lumen.com Utility plans provided Lumen Pat Calms Pat.Caims@lumen.com 515.263.7305 Owns a route on the SE side ofW 9th 5t, which encompasses a duct structure with 4-4" conduits that contain a 900 pair copper able and 2-600 pair copper cables. Lumen Dave Graham DavnGraham@lumen.com Responsible for Waterloo area Lumen NA CTL-RDMV-IA@lumen.com Include in the email list LEGEND GENERAL SITE PUN MORE LOORPSON ETRumuRE • SVAROPOSITOSUARO limasusFsoFvsswo O DOSIMVSTREE CONFIRMS TIFF SORE POLE VON DOVOLE SSE SON MUSE sox. win ERR WOOD FENCE mums.. fExcE IIIIIIIIIIIII Lnsps TIRE uNE AINOOCONREIR GRAvEL LEGEND RIGHT OF -WAY PLAN MARK DESCRIPTION -- imw -- PROPOSED RIGHT-OF-WAY ---aow--- EXISTING RIGHT-OF-WAY — — — — — EXISTING PROPERTY LINE EXISTING EASEMENT ----e---- TEMPORARY EASMENT ----•---- PROPOSED EASEMENT LEGEND UTILITY LINES DRONOLEISTIPS ossomProx FROPOSEOLHEME ELEcmc w W 00038011 OT 00 FO PROGEOSMEASSO STEM LEGEND SURVEY DESCRIRIox BENCH uus, BOOMO • O ♦ tERESORFOUND • xcvrFouno MOM' oF way hums, • musoLs A • OORRG sows,' Raw ELsvulos LEGEND GENERAL SITE GRADING, EROSION CONTROL pus WM SEAMS 44 raeora MAN,WRwxELEVATION J1r— Aow,waN % \ iNnaroa<+aN LEGEND WRITES PUS MARE DESCRPSON OH RATER sivRoFFwEvE OVVEROMOR MTV ENO CV 0v FOOVIsscRortwurs ASIISOLE ELEOWIMALIAREPLE O 73 OOn • PAS 80X a MICONOMONER EWA MOVE 2 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT A.02 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION). 2. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE -CALL 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS 3. NOTIFY THE CITY OF WATERLOO A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. 4. THE CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN CONTROL MEASURES (SIGNS, BARRICADES, FLAGGERS, ETC.) IN COMPLIANCE WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION AND CITY STANDARDS. 5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EROSION CONTROL MEASURES AND MAINTAIN THEM THROUGHOUT THE DURATION OF THE PROJECT. 6. CONSTRUCTION ACTIVITIES ARE TO BE LIMITED TO THE EXISTING RIGHT-OF-WAY, RIGHT OF ACCESS AREAS, AND ADJACENT EASEMENT AREAS. IF ADDITIONAL AREAS ARE NEEDED FOR STAGING, STORAGE, ETC., IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN WRITTEN PERMISSION FROM THE PROPERTY OWNER(S). COPIES OF THE AGREEMENTS SHALL BE SUBMITTED TO THE CITY OF WATERLOO PRIOR TO THE USE OF PROPERTY. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD CONDITIONS BEFORE BIDDING ON THIS PROJECT, ORDERING MATERIALS, AND BEGINNING CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITIES REGARDING RELOCATION, ADJUSTMENT OR TEMPORARY SUPPORT OF THEIR FACILITIES. 9. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. 10. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. 11. IT IS INTENDED THAT ALL COSTS OF MATERIALS, EQUIPMENT, TOOLS, LABOR AND INCIDENTALS BE PAID FOR UNDER THE ITEMS SHOWN ON THE PLAN DRAWINGS. 12. KEEP ADJACENT PUBLIC STREETS FREE FROM SOIL AND DEBRIS GENERATED BY THE PROJECT. 13. PROTECT ALL EXISTING FEATURES (INCLUDING BUT NOT LIMITED TO WALLS, TREES, LANDSCAPING, DRIVEWAYS, SIDEWALKS, CURBS, PAVEMENT, UTILITIES, ETC.) NOT SPECIFICALLY NOTED FOR REMOVAL. FEATURES NOT DESIGNATED FOR REMOVAL THAT ARE DAMAGED OR REMOVED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 14. THE MEANS AND METHODS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 15. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE. 16. MAINTAIN ACCESS TO PROPERTIES ALONG THIS PROJECT AT ALL TIMES. GENERAL UTILITY NOTES 1. REFER TO SUDAS 10702.07 FOR GENERAL UTILITY NOTES. 2. ABANDONED UTILITIES NOT SHOWN ON THE PLANS MAY EXIST WITHIN THE CONSTRUCTION LIMITS. IF ENCOUNTERED, CONTRACTOR SHALL CONFIRM SAID UTILITIES ARE ABANDONED. CONTRACTOR 15 RESPONSIBLE FOR REMOVING THESE LINES AS NECESSARY FOR CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY SANITARY AND STORM SEWER PIPE SIZES AND INVERTS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MANHOLES AND/OR PIPE. NO ADDITIONAL PAYMENT SHALL BE MADE TO THE CONTRACTOR FOR MATERIAL THAT IS ORDERED AND DOES NOT MATCH PIPE SIZES AND INVERTS THAT ARE TO BE CONFIRMED PRIOR TO CONSTRUCTION. 4. REPAIR ALL FIELD/DRAIN TILES ENCOUNTERED DURING CONSTRUCTION AS SPECIFIED OR AT A MINIMUM TO ALLOW FLOW USING LIKE MATERIAL IN NEW CONDITION WITH CITY APPROVED CONNECTIONS. CONTRACTOR SHALL RECORD EXISTING TYPE, SIZE, LOCATION AND DEPTH OF ALL FIELD/DRAIN TILES ENCOUNTERED AND REPAIRED DURING CONSTRUCTION. PROVIDE DATA TO THE CITY FOR INCORPORATION INTO RECORD DRAWINGS. 4 2 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT GENERAL NOTES A.03 ■ A B C D E F WEST 9TH STREET AND SOUTH SHIVEFIATTE-RY STREET MINI -ROUNDABOUT AFCNITECTIIFF•FNOINEFFINO m I cedar Naples, Iowa szaus CITY OF WATERLOO lows I Nuaois I !Ma I Nebraska BLACK HAWK COUNTY, IA LEGEND __-✓ .L �/ REMOVOFEE 111::::::: ERMA SANG iL_ ,/`` STATIOL=2.0.98 OFFSET=15. LJJJ OFFSET= .88 PROTECT TREES i MEIrvIAN. mIAwa REMOVAL OF SIDEWALKPrITREE PROTECTION 0 1 STATION 22,]4.93 OFFSET=33.10 LT _-- J , 0 6sf32sa33,0,, SCALE IN FEET F T T T STATION=22,]4.89 OFFSET = MSS' LT REMOVE STOP SIGN --_ -- -Yi� _____ __ _ _ ____ -_-_-- - 1 ��"��// REMOVE SALVAGE REINSTALL NO PAR GSIGN STATION=22+)4,)BKIN STATION=22,79.79 �I OFFSET =3852'RTS A ov MOSSY ROCK LLC MOSSY ROCK LLC IL STREET 808 CIARK GEORGEE ET IE Mo3 l FE INVESTMENTS PARCEL.691328632IX5 PAR ID�fne432W PA��REMOVE,n5M299) �. / /� • IPRANTLOA SOB W STIL STREET PARCEL 10:89f325A3392f REMOVES IRATE PROTECT L___ STATION _ 1.7.21 OFFSET =38.)0'LT AND CASTING STATION -130]10 OFFSET= 3I.54' WATER VALVE I REMOVE TREE LIGHT OLE .lBv OTHERS) PROTECT ADJUST GAS VALVE LT 6 .I // / • / / y / / = '61 o REMGVEFIREH REMOVE, SALVAGE ♦ - • ANDREINSTALLBENCH OFFSET TATION 1 .♦ PROTECT TREE STATION I.6911 STATION=IN] N OFFSET PROTE TTRE'ELT' CT •e. __ — _�•__—__�• _ __---J LT T PROTECT THE TREE 'X _ 2 PROTECT POLE AND TREE � . ♦� �� . .1. Ara, ♦ ,.•` . •• '.♦ ♦♦I�- �'.�•.� ..••.4��... � OE •E ` OE _ IA ,�,I,• I ss.� _ .—gall +� ,m47.0 OFFSET=15.49' LT 1Mp0 STATION=12+62.43 �i/if ' lifi �� ////�//� /////f/`/I//1/////�//j///f/� OFFSET=1368'LT ��/,//,/ W 9TH STREET 1ewD WBTHSTREET STATION=12+62.t\Dingy / �/,� OFFSET =15.5]'RT i.5. _ /A .LA•. � - /.////yyy I ///�//1�A=filef/ STA g1,e1. ]6 OFFSET=18.E6'RT 3 °i REMOVE STORM R OVES BEWER ,. //��i'f � 9/°4��///STATION=15,13 , / l _GJ— — 110) lir .,. 9 �__ - __•,.,_F I II_ PROTECT TREE REMOVE STORM MANHOLE AND SALVAGE GRATE AND CASTING REMOVE INTAKE AND SALVAGE GRATE AND CASTING - STATIOFFSET 3836B]RT)��i PROTECT POLE REPLACE WATER VALVE WITH pFAFSET 3.,83.33. RT ROAD BOX DADJUST TO REMOVE STORMANHOLE AND li SALVAGE GRATE AND CASTING �./ •ir # �t- • �/ i ,. ,•I . . :. .e. —__,m, __—__°°'r_—__,,,, REPLACE WATER VALVES WI OFFSET=3318'RT ROADAND NEW BOXES URFACE ADJUST VATION TO STATION =14+)2.38 ADJUST SANITARY OFFSET =30A5 RT MANHOLE RIM ELEVATION IPR OTECTTREE REMOVE, SALVAGE AND REUSESTREET SIGNS 4 ' j. SALVAGE STOP SIGN PARCELS,. 591325307035 PARCEL ID. 891n530]030 PARCEL ID. W1n53W0]f ene REMOVE STORM PARCEL l,. 89132 001 // REMOVE INTAKE SALVAGE — PARCEL 11x E61328n8002 MANHOLE RIM ELEVATION REMOVE STORM SEWER REMOVE INTAKE AND SALVAGE GRATE AND ASTIN8(1//' STATIODFFBET-3B.)4'LTOFFSET OFFSET=33.53'LT =�z/ iI //F�/�/ 'J , GRATE CASTING ADJUST SANITARY MANHOLE RIM ELEVATION STATION -21,10.30 - .B] RT ■ REMOVAL PLAN 0 L y REINSTULNO PARKING SIGN JJJ I J J y • T • LINESE EXTENT POSSIBLE SAWCUTS SHALL OCCUR AT EXISTING JOINT STATION • CONTRACTOR TO POTHOLE UTILITIES UNDER EXISTING PAVEMENT TO OFFSET=15.84'LT BE REMOVED TO DETERMINE DEPTH AND LOCATION PRIOR TO EXCAVATION A. GRADING. AND STORM • SEWERPROTECT,SALVAGE NCASTINGS TINGS TO CITY OF WATERLOO PUBLIC TO LISTING SANITARYWATERLOO WORKS. NEW CI, OF WATERLOO CASTINGS TO BE USED. • REMOVE, PROTECT AND STORM M SEWER GRATES AND CASTING TO THE CITY OF WATERLOO PUBLIC WORKS DEPARTMENT. = 2.810 STATION='OK0.29 OF C . m y ( BET L VW I L F r, ,I ■ A B C D E F 4 SIDEWALK PCC SIDEWALK 10.0 VARIES B. STD CURB AND GUTTER TRAVEL LANE 3' SLOPED CURB AND GUTTER -2 OR LT-2 JOINT EO JOINT TRAVEL LANE 3' SLOPED CURB AND GUTTER OR LT-2 JOINT COMPACTEDSUBGRADE . a ♦ _v . . _ ' "Fs' n M. - COMPACTED BUBGRADE AND GUTTER SIDEWAL PCC SIDEWALK PCC PAVEMENT, 9' STAMPED AND COLORED SEE 0.01 6." SUBDRAIN PER SUMS 4040.231 OSOUTH STREET TYPICAL SECTION SIDEWAL PCC SIDEWALK COMPACTED SUBGRADE PCC PAVEMENT, 9" STAMPED AND COLORED SEE 0.01 OW 9TH STREET TYPICAL SECTION 9'STAPED ANO COLORED SEE 001 10.0 VARIES BAND GU TEER vARIEg SUBDRAIN PER 2. VARIES TRAVEL LANE 3' SLOPED CURB AND GUTTER T-2 OR LT-2 JOINT PCC PAVEMENT, 9' STAMPED AND COLORED SEE 001 PCC PAVEMENT 9" STAMPED AND COLORED SEE 0.01 SUBDRAIN PER SUMS 4040.231 PCC PAVEMENT, 9" (TYP) e MODIFIED SUBBASE WITH GEOGRID COMPACTED BUBGRADE ED....TRAVEL LANE 3' SLOPED CURB AND GUTTER T-2 JOINT SIDEWALK 66'GSTD CURB GUTTER ygRIES .....S.3nn..... • \\ICI zzs PCC SIDEWALK COMPACTED BUBGRADE AND COLOREDSEEDOMPED SUBDRAIN PER SODAS 6060.231 SODAS 6060.231 PCC PAVEMENT 9" (TVP) 6" MODIFIED SUBBASE WITH GEOGRID 13' COMPACTED BUBGRADE 2 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT 2 TYPICAL SECT B.01 e'STAMPED AND COLORED SEE D.O1 OCIRCULAR CENTER ISLAND TYPICAL SECTION NTS PCC, COLORED. COLOR TO BE TILE RED NUMBER 111] SLOPE SLOPE TO TO N DRAIN .- e x 1r SUBDRAIN PER KC PAVEMENT, 9' (TYP) 6" MODIFIED SUBBASE WITH GEOGRID 6"HMA TRAFFIC (HT) SURFACE i', PG SB-28H ed... BASE COURSE, COLORED. COLOR TO PG 56 28H BE TILE RED NUMBER 1117 •'��' 12"COMPACTED ,'Of, S(U{BGRADE HMA TRANSITION OSPLITTER ISLAND WITH 3" SLOPED CURB, FULL DEPTH REMOVAL NTS COMPACTED...RADE ESTIMATED PROJECT QUANTITIES REM NO. ITEM CODE REM UNIT ESTIMATED ClUANTITY 1 2010.A-0 Clearing and Grubbing UNIT 184 2 2010-0-3 Topsoil, OHslte CY 112 3 2010.E-0 Excavation, Class 10 CY 495 4 2010.4-0 Subgrede Preparation, 12" 5Y 2835 5 2010-H-0 Subgrade Treaanent, Geogrid SY 2439 6 2010-1-0 Subbase, Modified, 6" SY 2439 7 4020-A-1 Storm Sewer, Trenched, RCP Class III, 15" LF 145 8 4020-A-1 Storm Sewer, Trenched, RCP Class III, 18" LF 64 9 4020-D-0 Removal of Storm Sewer, RCP, 30" or Leas LF 177 10 4040-A-0 Subdrain, HOPE, 6' LF 702 11 4040.0-0 Subdrain Outlets and Connections. HOPE, 6" EA 16 12 5020-G-0 Valve Box Replacement EA 5 13 5020.C-0 Fire Hydrant Assembly EA 1 14 5020.G-0 Utility Adjustment EA 15 5020.14 Fire Hydrant Assembly Removal EA 16 6010.A-0 Manhole, SW-401, 48" EA 2 17 6010-8-0 Intake, SW-501 EA 1 18 6010-41 Intake, SW-505 EA 4 19 6010.E-0 Manhole Adjustment, Minor EA 2 20 6010-H-0 Remove Manhole EA 3 21 6010-H-0 Remove Intake EA 4 22 7010-A-0 Pavement, PCC, 9" SY 1733 23 7010-A-1 Pavement, Colored PCC, 9" 5Y 648 24 7010-1-0 PCC Pavement Samples and Testing LS 1 25 70204-0 Pavement, HMA, 9" SV 58 28 7030.A-0 Removal of Sidewalk I Shared Use Path SV 325 27 7030.A-0 Removal of Driveway SV 105 28 7030.E-0 Sidewalk, PCC, 4" SV 172 29 7030.E-0 Sidewalk, PCC, 8" SV 145 30 7030-G-0 Detectable Warning SF 128 31 7030-H-1 Driveway, Paved, PCC, 6" 5Y 80 32 7040-H-0 Pavement Removal 5Y 1710 33 8020-C-0 Painted Pavement Markings, Durable STA 10 34 8020.E-0 Permanent Tape Markings STA 2 35 8030-A-0 Temporary Traffic Control LS 1 38 8040-A-0 Type A Sign, Sheet Aluminum SF 166 37 8040-6-0 Steel 2" X 2" Perforated 14-Gauge Square Tubing Post LF 240 38 8040.C-0 Removal of Signs and Posts EA 5 39 9010.6-0 Hydraulic Seeding, Fertilizing, and Mukhing, Type 1 AC 0.14 40 9010-0-0 Watering MGAL 21 41 9040-0-1 Fitter Sxk, 9" LF 636 42 9040-0-2 Fitter Sxk, Removal LF 636 43 9040-T-1 Inlet Protection Device, Drop In Begs EA 5 44 9040-T-2 Inlet Protection Device, Maintenance EA 45 9085-SP-1 Removal and Reinstallelbn o&Bench LS 1 46 9090-SP-1 Roadway Lighting LS 1 47 11.010-B Monument Preservation and Replacement (By City) NIA NIA 48 11,020-A Mobilization LS 1 49 11,050-A-0 Concrete Washout LS 1 2 1- O• � O O m Z < < • Z WO CC CC (n ▪ Z s ▪ O p�p W w U W i < w QUANTITIES C"01 ESTIMATE REFERENCE NOTES Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. ITEM NO. ITEM CODE DESCRIPTION 2010-A-0 CLEARING AND GRUBBING A Clearing and grubbing to consist of removing all organic materials within limits including roots. Backfi II shall be placed where mots have been removed. The loading, hauling and disposal of the materials Included In this item are incidental. B. See 'A' Sheets for Details. C. Removal of felled trees, shrubs, and grubbing of stumps 24" below finish grade may occur during the construction project as needed. D. Buming of trees and stumps shall not be allowed. E. No tree except the one ce11 out on the plans shall be felled without prior approval from the City. 2 2010.D-3 TOPSOIL, OFF -SITE A Contractor to supply topsoil meeting requirements of Section 2010-2.01. B. Provide a minimum thickness of 6" of topsoil. 2010{-0 EXCAVATION, CLASS 10 A Raw Cut Volume = 95 CY. B. Raw Fill Volume = 370 CV. Adjusted Fill Volume = 495 CY (30% shrinkage factor). C. Estimated Import = 400 CY. No subdrain trench volumes included in adjustments. D. See'C' sheets for tabulation of cutI011 volumes by station. E. Removal of Granular surfaces are included in excavation quantifies. 4 2010-G-0 SUBGRADE PREPARATION, 12. A. Item Includes excavating, manipulating, replacing, compacting and trimming to proper grade. B. Depth 12". C. 5.'13' Sheets for Details. 5 2010.H-0 SUBGRADE TREATMENT, GEOGRID A. See'B' Sheets for Details. SUDAS 2010, 2.04, C, 6 applies to Geogrld. B. Geogrid and modified subbase shall be placed 2' beyond edge of pavement. 6 2010-1-0 SUBBASE, MODIFIED, 6' A. See'B' Sheets for Details. B. See 'C Sheets for Tabulation. C. Material shall meet gradation requirements of Iowa DOT gradation 614. D. Modified subbase shall be placed 2' beyond edge of pavement. 7 4020-A-1 STORM SEWER. TRENCHED, RCP CLASS III, 15' A See'C' Sheets for Tabulation. B. See 'M' Sheets for Details. C. For Road Crossings Granular Backflll shall be used to Fill in Trench to Bottom of Subbase and is Included in Bid Item. D. Slam sewer to be be gasketed. 8 4020-A-1 STORM SEWER, TRENCHED, RCP CLASS III, 18' A See'C' Sheets for Tabulation. B. See 'M' Sheets for Details. C. For Road Crossings Granular Backflll shall be used to Fill In Trench to Bottom of Subbase and Is Included In Bid Item. D. Storm sewer to be be gasketed. 9 4020.D-0 REMOVAL OF STORM SEWER, RCP, 30" OR LESS A See'C Sheets for Tabulation. B. See 'A' Sheets for Details. 10 4040-A-0 SUBDRAIN, HDPE, 6" A See'C Sheets for Tabulation. B. See .M. Sheets for location. C. Porous Backflll is incidental. D. Engineering Fabric is incidental. E. Spoils from subdrain trench excavation shall not be placed on modified subbase. F. Includes necessary elbows, tees, connection, and backfill material to install the subdrain. 11 4040.D-0 SUBDRAIN OUTLETS AND CONNECTIONS, HDPE, 6" A. See'C Sheets tabulation for location and details. B. Install subdrain per Iowa DOT DR-305 standard road plans. 12 5020-G-0 VALVE BOX REPLACEMENT A. See'C Sheets for Tabulations. B. See 'D' Shets for Details. C. New valve box to be mad grade material. D. Contractor to remove existing valve box and install new valve box and set at proposed pavement elevation. 13 5020-C-0 FIRE HYDRANT ASSEMBLY (INSTALL ONLY) A. See 'D' Sheets for location. B. Install new Tracer wire station. C. Follow Waterloo Water Works Detail for installation. D. Fire hydrant connection to have Storz Elting connection. 14 5020-G-0 UTILITY ADJUSTMENT A See'C' Sheets for Tabulations. B. See 'D' Shets for Details. C. Contractor to remove existing valve box and Install new valve box and set at proposed pavement elevation. 15 5020-1-0 FIRE HYDRANT ASSEMBLY REMOVAL A. See'C Sheets for Tabulation B. See 'A' Sheets for Details 16 (3010-A-0 MANHOLE, SW-401, 48' A. See'C Sheets for Tabulations. B. See 'M' Sheets for Details. C. Storm Sewer pipe extensions/connections are Incidental to Intake Installation. D. Castings to be City of Waterloo castings. 17 8010.B-0 INTAKE, SW-501 A. See 'C' Sheets for Tabulations. B. See'M' Sheets for Details. C. Storm Sewer pipe extensions/connections are Incidental to intake installation. D. Castings to be City of Waterloo castings. ESTIMATE REFERENCE NOTES Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. ITEM NO. ITEM CODE DESCRIPTION 18 6010.B-1 INTAKE, SW505 A. See 'C' Sheets for Tabulations. B. See .M. Sheets for Details. C. Storm Sewer pipe extensions/connections are incidental to intake installation. D. Castings to be City of Waterloo castings. 19 6010.E-0 MANHOLE ADJUSTMENT, MINOR A. See 'D' Sheets for Locations. B. Coordination with Utility Owners shall be required. C. Contractor to review structures to be raised. D. Contractor shall add external chimney seal. E. Includes 5' circular manhole box out per SUDAS PV-201 20 601040-0 REMOVE MANHOLE A. See'C Sheets for Tabulation B. See 'A' Sheets for Details. C. Item to Include filling and compaction of all voids left from removal of structure. D. Removal of existing RCP Storm Sewer is incidental to manhole removal. 21 6010-H-0 REMOVE INTAKE A. See'C Sheets for Tabulation B. See 'A' Sheets for Details. C. Item to Include filling and compaction of all voids left from removal of structure. D. Removal of existing RCP Storm Sewer is incidental to intake removal. 22 7")-A-. PAVEMENT, PCC, 9" A. Item indudes joints and surface curing and pavement protection, safety fencing, concrete for rigid headers, and boxouts for fixtures. See'C' Sheets for Tabulations. C. See 'D. Sheets for Details. C. D. Includes certified plant inspection and maturity testing. E. Pavement over Storm Sewer shall have a single layer of reinforcing steel as shown in L-Sheets and is included in this item. F. All reinforcing steel indicated on the plans Is Incidental to construction. 23 7010-A-1 PAVEMENT, COLORED, PCC, 9' A. Item includes final trimming of subgrade or subbase, joints and sealing, surface curing and pavement protection, safety fencing, concrete for rigid headers, and boxouts for fixtures. The contractor shall provide a stamping paltem for Engineer's approval. B. Contractor shall prepare mockup of colored concrete to be reviewed by city prior to placement. C. Pavement shall be colored Tile Red (number 1117). A clear curing compound shall be used. D. Includes certified plant inspection and maturity testing. E. See Special Provisions. F. See C-Sheets for Tabulations. G. See 0.Sheets for locations. 24 7010-1-0 PCC PAVEMENT SAMPLES AND TESTING A. Item includes pavement thickness cores, and maturity testing. 25 7020.B-0 PAVEMENT, HMA, 9' A. Contractor shall install a minimum 7' HMA or 6" PCC pavement section. B. Refer to'J' Sheets for locations. C. Unit price includes a minimum of 6" subgrade preparation extending 2' beyond edges of pavement. D. Contractor shall be responsible for maintaining a safe roadway surface. Repairs and replacement of failed temporary pavement will not be paid for separately. All milling required shall be incidental to this bid item. 26 7030.A-0 REMOVAL OF SIDEWALK A. Item includes sawing, breaking, removing, and disposing of existing sidewalk. B. See 'A' Sheets for Details. C. See'C' Sheets for Tabulations. D. Estimated thickness is 4" -6", No additional payment will be made for thickness that are different. E. Work shall Include full -depth saw cutting to create a clean edge between existing and proposed sidewalks. F. Adjacent sidewalk pavement damaged during removals shall be replaced by Contractor incidental to this item. 27 7030.A-0 REMOVAL OF PAVED DRIVEWAY A. Item Includes sawing, breaking, removing, and disposing of existing sidewalk. B. See 'A' Sheets for Details. C. See'C' Sheets for Tabulations. D. Estimated thickness is 6", No additional payment will be made for thickness that is different. E. Work to Include full -depth saw culling to create a clean edge between existing and proposed pavement. F. Adjacent driveway pavement damaged during removals shall be replaced by Contractor incidental to this item. 28 7030.E-0 PCC SIDEWALK, 4" A. See'C Sheets for Tabulations. B. See 'D' and'S' Sheets for Details. C. Item includes minor grade adjustments at driveways and other Intersections, subgrede preparation, formwork, additional thickness at thickened edges, jointing, sampling, and testing. D. Includes Certified Plant Inspection. E. Transverse joints shall be spaced every 5-feet (typical). Install and seal 1/2-inch preformed expansion joint at top of ramps. F. Curb Ramps to be doweled Into street paving. G. Curb ramps and turning spaces shall be 6" thick, extra thickness shall be considered incidental to this item. 29 7030.E-0 PCC SIDEWALK, 6" A. See'C' Sheets for Tabulations. B. See 'D' and'S' Sheets for Details. C. Item includes minor grade adjustments at driveways and other Intersections, subgmde preparation, formwork, additional thickness at thickened edges, jointing, sampling, and testing. D. Includes Certified Plant Inspection. E. Transverse joints shall be spaced every 5-feet (typical). Install and seal 1/2-inch preformed expansion joint at top of ramps. F. Curb Ramps to be doweled into street paving. G. Curb ramps and turning spaces shall be 6" thick, extra thickness shall be considered incidental to this item. 30 7030.G-0 DETECTABLE WARNING A. See'C' Sheets for Tabulation B. See'S' Sheets for Details C. Detectable warning shall be installed at all public street crossings and consist of cast iron panels. 2 .8 80 1- O• � o m Z < < • Z WO CC CC in ▪ Z g ▪ O W w cg • W 3 a w O N 0 0 Z W Z Q MI 2 W co Lu F W W !L C.02 ESTIMATE REFERENCE NOTES Data listed below is for informational purposes only and shall not constitute a bask for any extra work orders. ITEM NO. ITEM CODE DESCRIPTION 31 7030-H-1 DRIVEWAY, PAVED, PCC, 6" A See B-Sheets for thickness of layers and mix information. B. See 'C' Sheets for Tabulations. C. Item includes joints and surface curing and pavement protection, safety fencing, concrete for rigid headers, and boxouts for fixtures. D. Measurement and payment for mina adjustments of existing valve boxes by raising or lowering adjustable valve boxes is incidental to this item. E. Includes install and seal of 1/2-inch preformed expansion joint. All reinforcing steel indicated on the plans is incidental to construction. 32 7040-H-0 PAVEMENT REMOVAL A. Item includes sawing. breaking, removing, and disposing of existing pavement, reinforcing steel. B. Thickness is assumed to be 81, pavement age and thickness is unknown. No additional payment will be made for additonal thickness. C. Damage to adjoining pavement caused by contractor operations shall be replaced at contractors expense. D. See' A' Sheets for Details. E. See'C' Sheets for Tabulations. F. Full depth saw cutting Is Incidental and required prior to removal of pavement adjacent to existing pavement. 33 8020-C-0 PAINTED PAVEMENT MARKINGS, DURABLE A Item includes refiectorizing spheres, layout, surface preparation, and application of marking paint. B. See'C' Sheets for Tabulation C. See'' Sheets for Details. 34 8020.E-0 PERMANENT TAPE MARKINGS A See'C Sheets for Tabulation B. See 'N' Sheets for Details. 35 8030-A-0 TEMPORARY TRAFFIC CONTROL A See '.1 Sheets for details. B. Contractor shall Include removals and resetting costs of traffic control devices in the traffic control bid Item. No additional compensation shall be provided to reset from stage to stage. C. Any changes to staging must be approved by the Engineer prior to Implementation. D. Impacts to adjacent properties shall be minimized. E. All traffic control shall conlonn to the Manual on Uniform Traffic Contrd Devices for Streets and Highways, as adopted by the Iowa DOT per 761 of the Iowa Administrative Code (IAC), Chapter 130. 36 8040-A-0 TYPE A SIGN, SHEET ALUMINUM A. See tabulation on 'C' Sheets. B. See location on 'N' Sheets. B. Item to include providing and manufacturing the sign as well as installation of the sign on the post Measurement shall be by each sign installed. C. Payment shall be considered full compensation for all necessary material, labor, and equipment to manufacture and install the sign. Posts shall be paid for by Item Posts, Steel, As Per Plan. 3] 8040.B-0 STEEL, 2" x 2" PERFORATED 14-GUAGE SQUARE TUBING POST A See'C' Sheets for tabulations. B. See 'N' Sheets for locations. C. In soil, post anchors shall be 12 gauge, 2.51 x 2.5" x 30" perforated square steel tubing driven into the ground leaving 2 to 3 Inches exposed above the surface. 2.25" posts to be Inserted Into 2.5" sleeve and bolted through perforations. D. Anchors, soil, shall be considered incidental to the post E. Posts shall be measured by each post Installed and shall be considered full compensation for all necessary materials. labor, and equipment to install post, anchor, and attach sign to post. 38 8040-C-0 REMOVAL OF SIGNS AND POSTS A See'C' Sheets for Tabulation. B. See 'R' Sheds for Details. C. Signs designated for reinstallation to be protected by contractor. D. Posts are to be disposed of by Contractor. 39 9010.8-0 HYDRAULIC SEEDING. SEEDING. FERTILIZING, AND MULCHING, Type 1 A SUDAS Seed Mix B. This item includes waranly. C. See'F. sheets for locations. 40 9010-D-0 WATERING A Water seeding as necessary for establishment. Quantity is based upon three waterings per week for 4 weeks, a total of 12 walerings. Each watering shall consist of a gentle application of 1/2" depth of water, evenly distributed in a manner That does not displace sod, or soil. B. Payment shall Include all necessary labor, equipment, and material to complete the watering. 41 9040-D-1 FILTER SOCK, 9" A See'C Sheds for Tabulation. B. See 'F Sheets for Details. C. Use sediment filter sock consisting of woven material meeting the requirements of Table 4196.01-1 of the Standard Specifications. except a maximum apparent opening size of US Sieve No. 10 and a minimum flow rate of 145 gallons per minute per square foot. E. Measurement for this Item will be by count. ESTIMATE REFERENCE NOTES Data listed below is for informational purposes only and shall not constitute a bask for any extra work orders. ITEM NO. ITEM CODE DESCRIPTION 42 9040-0-2 FILTER SOCK, REMOVAL A. Includes all labor, equipment and disposal of filter sock after grass has been established and site is stabilized. B. Includes removal of sediment trapped by compost sock. C. Measurement for this item will be by count. 43 9040-T-1 INLET PROTECTION DEVICE, Drop In Bags A See'C Sheets for Tabulation. B. See 7 Sheets for Details. C. Install per detail shown on plans. 44 9040 T 2 INLET PROTECTION DEVICE, MAINTENANCE A. Silt and sediment shall be removed tom the base of the device when it reaches 1/3 the height of the device. 45 9085-SP-1 REMOVAL AND REINSTALLATION OF BENCH A. See A and D-Sheets for Details. B. See Special Provision 46 9090-SP-1 ROADWAY LIGHTING A. See P-Sheets for locations. 47 11,010-B MONUMENT PRESERVATION AND REPLACEMENT (WILL BE PERFORMED BY CITY OF WATERLOO) A. Contractor shall coordinate with the Engineer prior to disturbing any monument. 48 11,020.A MOBILIZATION A Item Includes the movement of personnel, equipment, and supplies to the project site; the establishment of ofand other facilities necessary for the project; and bonding, perincurred permits, and other expenses prifices, or to construction. B. Item indudes all materials and labor needed to protect existing trees. 49 11,050-A-0 CONCRETE WASHOUT A. Concrete washouts shall be manufactured washout containment systems - non -manufactured containment Is PROHIBITED. B. Disposal of Concrete Is incidental to this bid item and shall be disposed of in accordance with state regulations. C. Clean, maintain, and replace washout as necessary. D. Payment shall be by lump sum and shall be considered full compensation for providing concrete washout. 2 .0 80 1- O• � o m Z < < • Z CC CC (n cZ_c g O 0) W w cg w o C.03 Removal of Driveway NO. STATION TO STATION AREA (SO YDS) REMARKS W 9. StrM 14+]9.3 14+95.2 20.5 Sou. Street 2.1.1 2.9.6 29 22+70.0 22.8.6 28.2 22+91.1 23.9.0 27.5 TOTAL 105 Pavement Removal NO. STATION TO STATION AREA (SQ YDS) REMARKS WPM Street 15+13.9 1710 TOTAL 1710 Removal of Sidewalk / Shared Use Path NO. STATION TO STATION SIDE ARYDS))SQ REMARKS WPM Sheer 13+07.1 13,0.5 LT 75 2 1.1.7 4+]1.] LT 99.2 13+07.1 13,0 0 RT 74.1 1.1.3 1.72A RT 76.3 TOTAL 325 Removal of Signs and Posts NO. STATION OFFSET LEGEND REMARKS W MM1 Straet 13+68.3 50.0' LT SAS Sign 1.5.3 LT No adang Slgn 13+58.5 RT Street Elkins 13+66.8 RT No Aing Slgn 1.03.2 RT Stop Sign TOTAL Clearing and Grubbing NO. STATION OFFSET SIZE UNITS REMARKS WPM Street 13+19.5 28.80 LT 422ie 80 GRUBBING ONLY So. Sired 22+41.10 23.72' LT 36,1T 80 CLEARING AND GRUBBING GRUBBING ONLY 4 22+651 26.04' RT 24,0" 17.6 GRUBBING ONLY TOTAL 184 Removal of Manholes and Intakes NO. STATION OFFSET REMARKS WPM Street 13.2.3 RT Manhole 13.0.5 RT Intake 13.0.5 LT Intake RT Manhole RT Manhole 13,06 RT .ke RT In.ke TOTAL MANHOLE REMOVALS TOTAL !MANE REMOVALS HMA Asphalt NO. STATION TO STATION LENGTH (FT) AREA (SF) AREA (SY) PAVEMENT THICKNESS PAVEMENT QUANTITY SURFACE (IN) INTERMEDIATE (IN) BASE (IN) SURFACE (TONS) INTERMEDIATE (TONS) BASE (TONS) REMARKS Se. Street 20+63.20 20+68.26 260.36 2.5 6, 3,3 0.00 10.23 23.9.02 2.10.13 260.38 28.93 2.5 6.5 3.93 0.00 10.23 TOTAL 520.76 57,11 7.87 20.05 Filter Sock, 9" NO. STATION TO STATION OFFSET LENGTH (LF) REMARKS WPM Street 12+62.1 13+15.6 17.37 LT 53.9 13+20.2 13.8.7 36.71 LT 68.7 13+68.8 13+68.8 ]5.64 LT 3.] 13+68.9 13+69.0 97.14 LT 13+69.1 13+69.2 LT 10.A 14+04.3 H1.0 ]5.34 LT 43.3 +13.3 16+54.9 21.11 LT 14+63.9 20.93 LT 13.6 14+92.6 15+13.7 20.6] LT 21.1 10 1.58.5 1.15.2 17.34 RT 56.8 13+20.3 13.1.0 16.9 RT 69.7 1.62.1 1.64.6 92.84 RT 20.2 1.66.7 1.68.0 123.2 RT 13.8 10 1.02.5 1.05.0 72.9 RT 55.3 15 1.05.0 16+55.6 2444 RT 72.1 16 1.64.2 15+23.8 20. RT 59.7 TOTAL 635.5 Hydraulic Seeding, Fertilizing, and Mulching, Type 1 NO. STATION TO STATION SIDE AREA (SY) I REMARKS W MN Street 12+57.34 13+15.62 RT 111.6 0 13+52.M 13...60 RT 30.7 9 13+52.47 13+68.61 RT 2921 10 1.00.89 1.18. RT 103.A 11 1.63.90 15+23.76 RT 87b TOTAL 674 TOTAL ACRES 5.14 Inlet Protection Device, Drop In Bags NO. STATION OFFSET REMARKS W NN Street 13+03.27 18.66 LT 13+05.01 13.35' RT 13.7.35 RT Sou. Street • 21+13.61 18.71. LT 21+13.77 10.56 RT TOTAL Removal and Reinstallation of Bench NO. STATION OFFSET REMARKS WPM Street 14.6.6 26.81' LT TOTAL PCC Pavement NO. STATION TO STATION AREA (SQ YDS) REMARKS WPM Street +,3 545 colored 13+09.6 13M51 colored 6 13+62.7 4+16.7 254.4 Colored PCC 14+34.4 14,7.5 286 Colored PCC 0 13+24.2 13+66.0 84.7 Colored PCC B 16,8.4 13+80.3 22.2 Colored PCC 10 14+03.0 14+66.2 86.2 Colored PCC TOTALS' PCC Pavement 1733 TOTAL r Celle. PCC ea Driveway, Paved, PCC, 6" NO. STATION TO STATION OFFSET AREA (SQ YDS) REMARKS ...Street TOTAL 80 Fire Hydrant Assembly Removal NO. I STATION W eM Street OFFSET REMARKS 1.28.8 LT TOTAL Removal of Storm Sewer, RCP, 30" or Less NO. STATION TO STATION OFFSET SIDE SIZE LENGTH (LF) W MN Street 13+02.4 LT 60.0 13,1.5 1.00.7 RT 33.1 South Street 21+76.0 21+90.9 LT 15.0 21+20.9 22+06.1 LT 15.3 21.5.6 21.1.3 LT 15.8 21+6,3 21+91.3 14.71. LT 30.0 TOTAL 177.2 2 4 H O • D O z CO < < 0 Z D Ill ON CC CC H L to Z • 0 ▪ Lu co w w 4 cu C TABULATIONS C.04 Subdrain Outlets and Connections, HDPE, 6" NO. STATION OFFSET REMARKS w 9m sa.. 13.8.82 LT 1 17.78' LT 6 15+13.85 1502' LT ] 12.2.12 1505' RT 8 13.1.26 15.03' RT 9 13K7.. 1836' RT 0 13+64.97 74.23' RT 13+W.26 81.]9'RT 13+73.49 7.73' RT 6 15+13.77 15.03 RT TOTAL 16 Subdrain, HDPE, 6" NO. STATION TO STATION OFFSET LENGTH (LF) REMARKS W 9m Street 12.24 12+90.3 LT 39.6 13+06.8 13,0.1 LT 140.4 14+01.4 15.3.9 15.02. LT 184.9 12+62.2 13+01.3 1503' RT 39.6 13M].5 13+65.0 18.]9 RT 59.5 13+66.2 13,2.5 RT 474 13+98.4 14.2.1 RT 47.6 1.2.0 15+13.8 RT 142.0 TOTAL roe Utility Adjustment NO. I STATION Meth Strut OFFSET REMARKS 13+55.4 LT Gee Velve TOTAL NO. STATION OFFSET REMARKS W em Street 24.5 2].00 RT 12+62.1 LT 14.66.7 25.49 LT 14478.6 LT 26.02' LT 15+54.7 RT Scrum Street 22.0.2 23.13' LT 22.5.2 RT 23+03.5 RT TOTAL STORM SEWER MAIN LINE NO. PIPE MATERIAL DIAMETER (IN) LENGTH (FT) SLOPE I%) FLOW LINES STRUCTURE NO. UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM P1-2 RCP 15 40.83 1.00% 888.90' 864.49' INT1 INT2 P2- RCP 15 14.98 1.00% 888.39' 86424 INT 2 MH 3 P34 RCP 15 18.48 1.11% 888.45 86824 INT4 MH3 P35 RCP 18 83.58 4.28% 888.14 865.42 MH 3 MH 5 P5-6 RCP 15 75.83 2.07% 868.98' 865.42 INT 8 MH 5 P6-7 RCP 15 36.29 1.40% 862.65 862.14 INT ] INT 6 15'PIPE TOTAL 145 1/17 PIPE TOTAL 64 STORM SEWER STRUCTURES NO. TYPE STATION OFFSET M GRADE RIM ELEVATION FLOWLINE(S)IN FLOW LINE OUT REMARKS e72.33 0]2.49 ST2, P1T2, P23 LT e]2050.36 MR SW-401 13, 0.00' 871.70' 5 ST1 NT6 SW-505 13+65.63 ]].8T RT 8722T P4-6 P4-5 INTI SW-505 1.8.91 ]]A6' RT 871.92' P4-6 SW401 TOTAL 8W401 TOTAL SW-505 TOTAL 4 Manhole Adjustment, Minor NO. STATION OFFSET EXIST. RIM ELEV. PROP. RIM ELEV. REMARKS eth Strut 13,7.3 RT Sank., 13+70.1 RT Sanitary TOTAL Valve Box Replacement NO. STATION OFFSET REMARKS w 9m St... 2,8.3 326'LT Water Valve 13M5.3 248'RT Water Valve 14..3 142 RT Water Valve 14..7 31.1'RT Water Valve 14+14.7 22.5' RT Water Valve TOTAL Detectable Warning NO. STATION OFFSET AREA (SF) REMARKS weth Street 13+19.78 LT 18 13+19.67 RT 18 14+67.05 LT 18 14+6].14 RT 16 South Street 22.85 23.01' LT 16 22.85 1].01' RT 16 22+62.40 1535' LT 16 22+62.31 24.]6' RT 16 TOTAL 126 2 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT TABULATIONS C.05 Type A Sign, Sheet Aluminum SIGN NO. STATION OFFSET DIR OF TRAVEL LEGEND R1-2 R6-5P R4-7C OM1-2 W2-6 Wi66P (SOUTH W16AP(W 9TH ST) W1)-2 W76-7P TS REMARKS NO. POSTS LENGTH (FT) ANCHOR wee straw SW SW 1 0 16+67.97 22.2T LT SW t 1 4+73.62 0.99 RT SW 1 1 10 15+37.60 20.39' LT SW f 1 1 12 South StrM 20+66.38 19.75' RT NW SE 18 . SE 1 SE 19 2.69.87 16.10' LT SE 1 t 20 23+18.42 10.14' LT SE t t 1 t2 SIGN TOTAL 4 4 4 4 2 8 0 240 SQUARE FT/SIGN 4.50 6.25 3.75 2.25 625 2.00 2.00 6.25 2.00 SIGN SUBTOTAL 10.00 25.00 15.00 9.00 2500 4.00 4.00 50.00 16.00 TOTAL SIGN OTT (SS) 166.00 TOTAL POST LEWIN (LF) 260.0 Sidewalk, PCC, 4" NO. STATION TO STATION OFFSET AREA (SY) REMARKS w 9e Street 13+07.07 13+5266 33.33' RT 40.1 13+07.10 13+53.06 33.54' LT 402 TOTAL 172.3 Sidewalk, PCC, 6" NO. STATION TO STATION OFFSET AREA (SY) REMARKS MAO Street 87.33. LT 38 13+67.38 14+23.96 RT 35.6 South Street 21+52.57 22+26.61 62.56' LT 36.5 21+53.26 22+30.08 RT 366 TOTAL 2 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT TABULATIONS C.06 PAVEMENT MARKING LINE TYPES & SYMBOLS See Detail on Sheet B.03 1NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. BLW4: Broken Lane Line (White) @ 0.25 DLW18: Dotted Line (White) @ 0.33 CBW6: Crosswalk Bar (White) @ 15.00 ELY4: Edge Line Left (Yellow) @ 1.00 DCY4: Double Centerline (Yellow) @ 2.00 SLW4: Solid Lane Line (White) @ 1.00 Location Length by Line Type (Unfactored) Remarks Road ID Station to Station Length (STA) Dir. of Travel Side BLW4 CBW6 DCY4 DLW18 ELY4 SLW4 L C R STA STA STA STA STA STA EACH EACH W 9. Street 13.5.7 13+23.7 0.08 NE/SW x 0.08 PERMANENT TAPE MARKING W 9. Street 14+56.7 16.3.7 0.08 NE/SW x 0.08 PERMANENT TAPE MARKING Sou. Street 1+109 21+26.9 008 NW/SE x 0.08 PERMANENT TAPE MARKING Sou. Street 22+09.6 22.60 008 NW/SE x 0.08 PERMANENT TAPE MARKING LENGTH OR SYMBOL SUBTOTAL QUANTITY FACTORS TOTAL 0.00 6.80 0.00 0.00 0.00 0.00 000 0.00 TOTAL (STA) SYMBOL TOTAL 0 PAVEMENT MARKING LINE TYPES & SYMBOLS See Detail on Sheet B.03 "NPY4- For estimating purposes only. No Passing Zone Lines will be located in chef Id. BLW4: Broken Lane Line (White) @ 0.25 DLW18: Dotted Line (White) @ 0.33 CBW6: Crosswalk Bar (White) @ 15.00 ELY4: Edge Line Left (Yellow) @ 1.00 DCY4: Double Centerline (Yellow) @ 2.00 SLW4: Solid Lane Line (White) @ 1.00 Location Length by Line Type (Unfactored) Remarks Road ID Station to Station Length (STA) Dir. of Travel Side BLW4 CBW6 DCY4 DLW18 ELY4 SLW4 L C R STA STA STA STA STA STA EACH EACH Street + NE/SW x 0.90 StreetNE/SW x 0.75 W 9. Street 13.1.3 13.05 0.07 NE/SW x 0.07 W 601 Street 13.60 13.0.2 0.04 NE/SW x 0.06 W 601 Street 14+205 14+393 0.03 NE/SW x 0.03 W 601 Street 14+31.1 14+38.3 0.07 NE/SW x 0.07 W 601 Street 14+36.4 15+13.0 0.77 NE/SW x 077 W 601 Street 15+117 17+390 226 NE/SW x 926 W 601 Street 15+53.7 17+40.0 186 NE/SW x 186 South t NW/SE x 0.06 South t NW/SE x 0.76 South t 21.6.5 21+51.2NW/SE x 0.07 SouG Street 21.9.2 21+51.2NW/SE South reel + + NW/SE x 0.06 South reel + NW/SE x 007 South reel + NW/SE x 0.70 South Street 23.9a 23+14.1 005 NW/SE x 005 LENGTH OR SYMBOL SUBTOTAL 1.86 0.00 327 0.15 998 0.29 0.00 0.00 QUANTITY FACTORS 0.25 15.00 2.00 0.33 1.00 100 1.00 1.00 TOTAL OAT 0.00 663 0.05 998 0.29 0.00 000 TOTAL (STA) 10 SYMBOL TOTAL 0 2 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT TABULATIONS C.07 LEGEND PCC PAVEMENT. 9". PCC PAVEMENT, I COLORED AND STAMPED. 9" PCC DRIVEWAY, 6" . PCC SIDEWALK,4" IC W 9TH STREET NIVVEKTO FRAME 61S IN VINI STREET HMA PAVEMENT, VARIES PCC SIDEWALK RAMP, 6" MOSSY ROCK LLO BOB STN STREET PARCEL Mk SP1.491007 SANG 1020 PARCEL SOUTH e91928432006 CiARKGEORGE SOUTH 1028 ADJUST VALVE PAVEMENT ELEVATION PROPOSED PROPOSED SW501 INTAKE TEMPORARY CONSTRUCTION EASEMENT 2N9.07 60+00 PROPOSED SW -SOS INTAKE TEMPORARY CONSTRUCTION EASEMENT PROPOSED SW-501 INTAKE p I4 SET ROAD BOXE TO NEW O PAVEMENT ELEVATION PROPOSED SW-601 MANHOLE 1102 SOUTH STREET PARCEL IG. s9192e< ADJUST MANHOLE NEW PAVEMENT RIMS ELEVTO ATION 1 / PRyi OPOSED SW -SOS INTAKE TEMPORARY CONSTRUCTION EASEMENT STA =13+0626 SOUTH ST STq=21*9127W 9TH ST - CENTER OF CIRCLE\OFFSET , 16' LT CONVENIENCE STORE INVESTMENTS PARCEL la NV1928,133021 W 9TH STREET 1023 SOUTH STREET PARCEL 1D: 89192.1.007 RELOCATE FIRE HYDRANT ASSEMBLY PER WATERLOO WATER WORKS DETAIL 1111 SUN, I STREET PARCEL IN P9132S307038 PARCEL la 881326307090 PAMS,' HOLDINGS LLC BT VIREO. RCEL IG. 001325307031 2 A NW BOUND TO NE BOUND CURB RETURN PROFILE AT FLAGLINE B • 2 4 SW BOUND TO NW BOUND CURB RETURN PROFILE AT FLAGLINE 880 875 870 865 860 n t 4 E 8 a 4 � z a -OE4O% ,.sox ,,n R 8 20.0 2,.00 22 w 880 875 870 885 860 22 ,8 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT PLAN AND PROFILE D.02 A D E F ■ A B 2 SE BOUND SW BOUND CURB RETURN PROFILE AT FLAGLINE 860 875 870 865 860 S m SS, $$og Lt a as as azaa ISMS L30% 120 0.40% .501 3.45% 250� PROPOSED INTAKE SEEM -SHEETS Q m m 2 30+00 31.0 880 8]5 8]0 865 860 fzg • 2 4 NE BOUND TO SE BOUND CURB RETURN PROFILE AT FLAGLINE 380 875 870 865 860 3.39% aa%_ ns5H-o. SEE X1 SHEETS PROPOSED INTAKE --- T 40+00 41.W 42. 880 875 870 865 860 42 25 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT PLAN AND PROFILE D.03 A B 1 D 1 E F • A 2 CENTER ISLAND BACK OF CURB PROFILE 55 34 875 870 885 880 LP STA: 0+3837 11SPESEVr 870.67 PVI STA: 0+35 00 PVI ELEV: 870.49 A1040.04. IN 10.61 SEM. HP STA 107NELE14 PVI STA IrIne 1+25 00 PVI ELE AO, 45 . 872.22 0,04 1.61 42 5 ----- --- ;.t.; -3.255 --- OHIO 1,00 880 875 870 885 880 1 70 • 2 3 4 3 4 WEST oTnSTREET AND SOUTH STREET MINI -ROUNDABOUT 5 PLAN AND PROFILE D.04 A 2 4 LEGEND SEEDING, SUDAS TYPE 1 INLET PROTECTION DEVICE, DROP IN BAG •••••• COMPOST FILTER SOCK 12.00 W 9TH STREET im ElINEKTO FRAME PARCEL la 881328478002 MOSSY ROCK !EC PARCEL Mk 881328491007 EHA SANG 10E0 SOUTH STREET PARCEL 10,91928412006 CURE GEORGE 1.8 SOUTH STREET PARCEL IC 801328432007 11. SOUTH STREET — O 5 .21,812660U1HH TT 14.00 CENTER OF CIRCLE STATION = OFFSET 1.16 e• LTT0 TEAK ANDREA GC10E9 SOUTH E PARCEL 1D: 8919264.007 PARCEL 10A991326<550.v OO SLS MANAGEMENT LEG 1111 SOUTH STREET PARCEL la 8,91325307038 L GAT.), ZOgiRIX reir SCALE IN FEET CONVENIENCE STORE LDINGS LES PARCE 10 80132930709, W 9TH STREET 18+00 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT 0 cc 1- H z O < z O ¢0 y K re C7W F.01 CENTER ISLAND BACK OF CURB ALIGNMENT SEGMENT TABLE SEGMENT# LENGTH RADIUS LINNCHORD DIRECTION DELTA (A) STARTPOMR START STATION END POINT END STATION CIO 2760. 501.58'42.71°E N=5W 28.08 E- 3.60 0+00.00 =3643218.68 E=5234623.86 1.8.639 NORTH CURB (SOUTHBOUND TO WESTBOUND) ALIGNMENT SEGMENT TABLE SEGMENT. LENGTH RADIUS UNE/CHORD DIRECTION DELTA OW START POINT START STATION END POINT END STATION L7 15.0r WI° OW 02.66'E =5234460.65 30+00.00 =5234496.20 30+15.010 L8 60.1T 348° 39' 20.66'E N=3643281.98 30+15.01 N=3040242.23 30+75.185 30,5.19 31405.592 L9 313° 07.11.12.W N=3.3214.85 =523.52.50 31+05.59 N=3.3207.50 =5234550.. 31+16142 31,3.14 31+28.565 LIO S31. 43'27...W 31+28.57 31+93.884 L11 25.16'' 335° 2703.60°W N=3.3137.74 =52.510.. 31.3.86 N=3.3117.21 =5234496.06 32+19.006 CONTROL POINT DESCRIPTIONS CP#600 -N 3643104.702, E 5234540.801 ELEV, 874.63; 10" SPIKE CP#601 - N 3643276.345, E 5234483.276 ELEV, 869.51; 10" SPIKE CP#602 - N 3643304.889, E 5234707.980 ELEV. 870.45; 10" SPIKE CP#603 - N 3643154.665, E 5234705.125 ELEV. 874.52; 10" SPIKE CP#604 - N 3643114.552, E 5234666.970 ELEV. 874.17; 10" SPIKE CP#10000 - N 3643232.084,E 5234651.588 ELEV, 871.30; 10" SPIKE NOTE: SURVEY PROVIDED BY CITY OF WATERLOO. ALL TIE IN ELEVATIONS TO BE VERIFIED PRIOR TO CONSTRUCTION. CP.01 104. 11+W 12+00 62+19 0+00 WEST CURB (EASTBOUND TO SOUTHBOUND) 13+W 40+00 L12 CPpB 0 STA=13+6026 SOUTH ST ALIGNMENT SEGMENT TABLE SEGMENT# LENGTH RADIUS LINE/CHORD DIRECTION DELTA (A) START POINT START STATION END POINT END STATION 40400.00 40+43.320 CS 122.50' N40°11'28.59°E N=0.0103.08 =5234.3.17 40M3.62 N=0.3140.00 = 5234549.01 40+52.371 N=0.0140.00 40462.37 N=0.3162.94 40+81.519 C6 40+81.52 41+30.080 L14 356°16. 5026T N=0.0109.94 =5264610.00 41+30.08 N=0.3127.77 = 520.70.67 42+06.124 42408.12 42+25.002 Y- SOUTH STREET ALIGNMENT SEGMENT TABLE SEGMENT# LENGTH RADIUS UNE/CHORD DIRECTION DELTAI4) START POINT START STATION ENDPOINT END STATION LI N48. 57 53.17W = 3.3068.87 = 5234739.63 20+00.00 =3.3485.18 = 5234308.08 25+72.686 9TH STREET ALIGNMENT SEGMENT TABLE SEGMENT# LENGTH RADIUS LINE/CHORDDIRECTION DELTA I4) START POINT START STATION END POINT END STATION L2 810.12' N40°54'51.88°E N = 0.2922.53 E= 34342.52 1M0000 N=3643534.72 =5234873.09 18+10117 EAST CURB (WESTBOUND TO NORTHBOUND ALIGNMENT SEGMENT TABLE SEGMENT# LENGTH RADIUS LINE/CHORD DIRECTION DELTA(4) START POINT START STATION ENDPOINT END STATION L9 1616 637°53'21.18'W N = 6.0336.40 =5264676.15 20+00.00 E 52• 364666.23 20+16.153 LO 65.78' 341°23'16.52°W 32 E=52342 6863 20+16.15 E= 523.22.74 20+81.938 C11 665° 24.47.30W E=5234622.74 20+61.94 N = 3643260 26 =523.98.62 21+09.2. CI 1.09 N88 ae 42.79'W N=3643260.26 =5234598.62 21.9.20 21+10.312 N73°02'28.89'W 28. 01' 06.82° 21+10.31 • 64326841 =5264570.. 21+38.430 L5 N=6.0.6.41 = 5234570.84 21+38.43 N=3043301.67 E=5234515.50 22+03.082 N.° 08' 02.06V N = 0646301.07 = 5204515.50 22.3.08 E=5234503.99 22+16.288 CENTER OF CIRCLESTATION = B .70 OFFSET = 1.16 LT 4+W 15+00 Y1 L19 12+00 CALE IX FEET Owo 9TH STREET 16+00 171- 18+30+1012 12+25 CPp1000O CP.602 SOUTH CURB (NORTHBOUND TO EASTBOUND) ALIGNMENT SEGMENT TABLE SEGMENT. LENGTH RADIUS LINE/CHORD DIRECTION DELTA (A) START POINT START STATION END POINT END STATION 10400.00 10+36439 C7 122.52' WT. 23'07.1TW N=3.3160.54 = 5204079.21 10+39.44 N=6043106.60 =5234672.56 10+46.475 N = 0643166.66 N=3043185.. 10,7.622 CB = 520.50.. 10+77.62 =5234608.06 11+07.909 L. NO3° 53' 44.53'E N = 0.6212.51 = 5234039.08 11+07.91 N=3.3213.17 =5234608.12 11+06.574 E = 52334639.12 11+08.57 11.7.142 L19 = 5204052.30 11+47.14 =5234699.07 12+25.003 2 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT U re W 0 M W O C70 G.01 s a 12.00 W 9TH STREET AAVVEKTO, FRAME 61S WWI STREET PARCEL 881328478002 MOSSY ROCK LLC BOB VTR STREET PARCEL Mk 081328431007 KHAN. SANG 1020 SOUTH STREET PARCEL 10,91928432006 CURKGE Mt �1R STREET PARCEL 10,813.32007 OGRES HOLDINGS«G 1102 SOOT if ET PARCEL b. 89132697e001 LEGEND EXISTING ROW PROPOSED ROW PROPERTY LINE ROW ACQUISITION I TEMPORARY EASEMENT TOM ANDREA G e1023 SOUTH REET PARCEL KT 8919264.007 PARCEL DAe8e1G320033OOS r — J SLS MANAGEMENT LEG 1111 SOUTH STREET L PARCEL 881326307090 SCALE IN FEET CONVENIENCE STORE INVESTMENTS ET PARCEL AV1928,133021 W 9TH STREET LDINGS LLG PARCEto0,09, z a O D O 0 CO Z < < Z CC D_ H L U) Z H 8 U rn W 3 co W o H.01 0 LEGEND TYPE III BARICADE TRAFFIC CONTROL SIGN WORK AREA SIGN DETAIL NO. SEE SHEET J.01 GOAD CLOSE D R11-2 48" x 30" ROAD CLOSED TO THRU TRAFFIC R11-4 60" x 30" O • SOEWAU1 CLOSED R9-9 24" x 12" O W 9TH STREET & SOUTH STREET- PHASE 1 TRAFFIC CONTROL • COMPLETE CLOSURE OF THE INTERSECTION OF W 9TH STREET AND SOUTH STREET. • ALL LOCATIONS IN THE SHOWN CONSTRUCTION ZONE SHALL HAVE MAINTAINED ACCESS. • TRAFFIC SHALL BE DIRECTED TO FOLLOW THE SHOWN DETOUR ROUTE ON J.02. CONSTRUCTION • RECONSTRUCTION OF THE INTERSECTION OF W 9TH STREET AND SOUTH STREET TO INCLUDE PAVING, GRADING, AND UTILITY WORK. • PROVIDE TEMPORARY DRIVEWAYS IF NEEDED TO MAINTAIN ACCESS TO ALL DRIVEWAYS DURING THIS PHASE. 8 3 'tglT LEGEND TYPE III BARICADE TRAFFIC CONTROL SIGN SE AND SW BOUND DETOUR ROUTE NE AND NW BOUND DETOUR ROUTE PHASE 1 WORK AREA SIGN DETAIL NO. SEE SHEET J.01 WBIHBT 1 DETOUR W 9TH NT DETOUR M4-9L W BIH BT DETOUR M4-9R M4-9R O M4-8a HAI MOND AVE CLOSED AT SOUTH STREET PRASE1- DETOUR ROUTE NOTES i TRAFFIC SHALL BE INSIRUCTED TO FOLLOW THE SHOWN DETROUTE TO TRAVEL AROUND THE INTERSECTION OF STREET ERTCH AVENUE \zAND SE BOUND SOUTH STREET DETOUR - SW BOUND 9TH STREET AVFNUF DETOUR 2 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT 4 a a D 0 UJ 0 J.02 ■ 13+71.095 13,0.960 13,0.942 13,0.802 13,0.778 13,0.711 13,0.643 13.67,1,2 13+57.296 13+50.617 13+36.820 13.24.278 13.15.287 12,2.419 1242.4. 12.2.157 12.0.467 12.9.700 13♦15.173 13+24.173 13+28.812 13.9.568 13.0.060 13.62.977 13.64.118 13.66.603 1348.814 13,0.019 117.7T L 57.59' L 44.32. L 24.28'L 16.39'L 15.39'L 16.11'R 1534' R 92.43' R 109.86' R 868.575' 870.695' 870.990' 871.750' 872.122' 873.599' 873.945' 872.968' 872.490' 872150' 872.621' 872.700' 873.125' 0.uriptipn D.,wptinn KHA SANG 1020 SOUTH STREET F1SGHELS HOLDINGS 1102 SOUTH STREET "-C MATCH EXITING HMA PAVEMENT MATCH EXISTING ELEVATION 6" STANDARD CURER II MATCH EXISTING ELEVATION SI SLOPED'CURB e" STMIDARO CURB MATCH EXISTING ELEVATIO MATCH EXISTING HMA PAVEMENT 14.0 "SLOPED CURB SLOPED CURB STANDARD CURB Point 49 50 51 52 53 54 55 56 Station 15,3.853 14,2.978 14+71.155 14,2.150 14.5.374 14.7.103 3.4..881 14.24.825 14+17.347 14+13.436 14+11331 14.9.733 14..306 008 ANINAGEMENT PARCEL S91325307038 Offset 19.10'L 19.17'L 21.87' L 29.32.E 75.46.E 117.81' L u 869.833' 869.979' 870.221' 820.263' 870.050' 868325' 6" STANDARD CURB PARCEL. 88130307030 Oespription Io�GELIo �,3264��,1 LW PARCE la 691325307031 n Offs.fl NMIEn D thPtIN 32 14+03.088 94.11'R 872.901' 33 9833.R 873.093' y4+02b65 4+4 38 14+15398 35.78'R 871.058' 39 14+31.611 26.85'R 87.08' 40 14+,9'8' 22.86.R 870' 41 14,1609 21.89'fl 87054141' W 9TH STREET 16.0 H D 0 0 z 0 z 1- w w K.01 LEGEND 13+39.639 13a 7305 13a 7.777 13a 7.715 13.7.6. 13+87323 13+36442 13a90349 13a93328 13a96336 13+97043 13+93,56 13+92344 13+91375 W 9TH STREET REJECTING CURB. TRANSITION OVER 5' .09 1.79.111 1.67.13 1.57.53 L 46.15 L 45.97 t 75.0T Elevation 870.378' 869,81' 870.108' 870330' 821.002' 870.950' 870,59' INWEK^«....,«. Description Point Station Elevation Description 22 13a11374 1.533 873734' 23 13.9304 I.330' 872,38' 28 13a35.772 I.2.05' 872313' 29 13+43.423 L050' 822.163' 80 13..702 1.135' 821382' 81 13.302 L434' 871346' 85 13a23.736 LTO' 871.90' 86 13a15.733 1.6.13 873066' LP TO 872.06 10 10 KHAN. SANG 1020 SOUTH STREET PARCEL 10,91928432006 CIARKGEORGE SOUTHPARCEL 8013213432007 1.8 11. SOUTH STREET PARCEL 891928478001 Point Staten Offset Elevation Destiption 101 1.77.737 L0.10' 870. 102 1.75.756 L1.96' 870. 103 1...5. L2.04' 869. 104 1.55.50 L2.10' 870. 109 1.34.668 ft0.5T 870.770' 110 1.34.433 ft3.69 870.840' 6.20' 114 5.3T 115 1.63.613 R 4.77 869330' 116 1.75.970 R4.00 870.144' 117 1.72.863 ft 1.71' 869.996' 2 „3 114 115 0l 1111 SOUTH STREET PARCEL S91325307038 PARCEL. 01303070W W 9TH STREET ME,' HOLDINGS LLC (H STREET PARCEL 10. 891325901031 Pont 2 „3 114 115 0l 1111 SOUTH STREET PARCEL S91325307038 PARCEL. 01303070W W 9TH STREET ME,' HOLDINGS LLC (H STREET PARCEL 10. 891325901031 Pont Stat. Offset Elevation De015510n 82 13..705 R 87.09' 873.146' 88 13.6.111 R85.58' 822.972' 93 13.8.3. R45.11' 871.882' 94 13.7.497 R 43.79' 871.735' 95 13..718 R 43.57' 871.768' 96 13.1.959 R 43.17' 871.800' 100 13.3.122 R 8537' 873950' 4 PCC JOINTING NOTES 1 WITHIN T JOINTING PLAN SUPPLIED HERE IN SHALL BE CONSIDERED SCHEMATIC IN NATURE.HE CONTRACTOR SHALL PROVIDE THE ENGINEER FINAL PAVEMENT JOINTING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ALL JOINT TYPES REFERRED TO IN THE FOLLOWING NOTES OR ELSEWHERE ON THE PLANS ARE DETAILED IN IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SODAS) STANDARD DETAIL '7010.101 FOR TRANSVERSE CONTRACTION JOINTS, LONGITUDINAL CONTRACTION JOINTS, AND EXPANSION JOINTS. 3. MANHOLE BOXOUT DIMENSIONS SHALL BE CONSTRUCTED AS SHOWN. WHERE BOXOUT AND SURROUNDING PAVEMENT MEET, JOINTS SHALL BE TYPE"E oCONTRACTOR TO REFER TO IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS DETAIL 4. ALL JOINTS, INCLUDING OR l" TYPE JOINTS, SHALL BE SEALED IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SODAS) STANDARD DETAIL 7010.101. 5. PAVEMENT JOINTS SHALL BE I6.0.C.MAXIMUM. REFER TO PLANS FOR TYPICAL JOINT SPACING. 6. PAVEMENT LONGINDINAL JOINTS SHALL BE TYPE OR TYP. T. PAVEMENT TRANSVERSE JOINTS SHALL BE TYPE 'CD,"TYP. 12.00 W 9TH STREET LEGEND SINGLE REINFORCED PAVEMENT SECTION #5 BARS AT 12" CENTERS #6 BARS ATI2"CENTERSS2"2"MIN 2 Yz' CLEAR#5 BARS AT 12" CENTERS NOTES: 2" MIN TO 2 j' MAX CLEAR TO BENT BAR OSINGLE REINFORCED PAVEMENT SECTION NOT TO SC. MINIMUM LAP LENGTH: #5 BARS - 16" #6 BARS - 27" ALE IN FEET W 9TH STREET oo 2 4 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT JOINTING PLAN L.01 12. W 9TH STREET PARCEL IM RAI SWAM. SUBDRAIN CONNECTION OEM TO EXISTING SUBDRAIN SUBDRAIN CONNECTION TO EXISTING SUBD.IN MOSSY ROCK LLC SUBDRAIN GONNE.° CLARK TH STREET RCEORGE Ge.3a,n3,az3o7 SUBDRAIN SUBDRAIN CONNECTION PIPE REQUIRED TO CONNECT NEW MANHOLE TO BUSTING STORM IS INCIDENTAL TO STRUCTURE Pals e'SUBDRA EXISTING TORRI SEWER SUBDRAIN CONNECTION TO EXISTING SUBDRAIN e I I i A , I� 1• F — i o �I II I I � I \ —TPIPE REQUIRED TO CONNECT NEW MANHOLE TO EXISTING STORM IS INCIDENTAL TO STRUCTURE SUBDRAIN CONNECTION TO EXISTING SUBDRAIN 1029 SOUTH STREET PARCEL ID: 891926433007 3.SUBDRAIN EXISTING 13' STORM SEWER ------------ ST118 RCP (CLASS III) SUBDRAIN CONNECTION TO EXISTING SUBDRAIN SUBDRAIN CONNECTION o TO EXISTING SUBDRAIN GONVENI.GE STORE INVESTMENTS SOB I 9TH STREET PARCEL 881.12.133021 W 9TH STREET SiLA S III 'RCP 1CU1Si,p P1-213.02 (F 1S RCR{GLASSlp{.@ 415% (CV ^.S Yl)&-1 ll% INT 6 SCALE IN FEET INT1 20.00 6 SS llt) 15"RCP (CUSS III) ®-1A0% ALE FEET MOSSY ROCK LLO 608.TH STREET PARCEL Mk e,B1328,131007 KHAN. SANG 1020 SOUTH STREET PARCEL 10,91928432006 CIARK GGEORGE 1.8 SOUTH STREET Hydrant Hag shall be a RoDon t Hytlrafintlerwith flat bracket, or approved equal. 11 �` HYDRANT ASSEMBLY NOTES: 1. WATERLOO, IA SPECIFICATIONs WATEROUSWB4T OR CLOW MEDALLION HYDRANTS WITH ryry�� FACTORY APPLLIED EPDXY PAINT IN SAFETY BLUE, WITH FIBERGLASS FLAGS, AND WITHOUT CHAINS, ARE REQUIRED. 2. INSTALL TRACER RE AS SHOWN ON DRAWING. 1• POLYETHYLENE3. APPLY CASEMENT ON PIPE, VALVE, VALVE BOX, FIRE HYDRANT, AND FITTINGS. wlrelel up Tracer Who ExMozelUse Atljusbble M1eigm model �el U by VALVCO or approved equag. rto be stamped "WATER". �'1 ALL ITEMS OF WORK SHOWN ON THIS DETAIL, INCLUDING THE ANCHOR TEE AND THRUST BLOCKS, ARE TO E INCLUDED IN THE HYDRANT ASSEMBLY BID ITEM. USE BETWEEN LOK, OR APPROVED EQUAL, HYDRANT SWIVEL TO MEET SPECIFIED TOLERANCE BOTTOM OF FLANGE AND FINISH GRADE. HYDRANT EXTENSIONS ARE PROHIBITED. Distance between bottom orfiange and finished grade i3 inch 41-1 inch Mn isM1etl grade • .. :j_ disturbed hydrantcover Hydrant e approved equal Db valve rmm Comm. thrust -Gredelokor . .. e � W MI l E' d OWATERLOO WATER WORKS FIRE HYDRANT ASSEMBLY DETAIL NTS CONVENIENCE STORE INVESTMENTS ET PARCEL la 8.91928,133021 W 9TH STREET G1029 SOUTH eSTREET PARCEL ID: 8919264.007 INSTALL FIRE HYDRANT ASSEMBLY PER WATERLOO WATER WORKS DETAIL OFFSET = EG BT0.389 T 82 LT FG 870.007 REPLAVE VALVE BOX OFFSET =22Ag FIT EG VOL. REPLAVE VALVSTATION E .27 OFFSET = 41 BOX RT EG 821221 FG 820300 REPLAVE VALVE STATION =X 14M4.69 OFFSET F.8,038 G 870.953 31.12' RT 1111 SOUTH STREET PARCEL la S91325307038 (H STREET PARCEL la 01325307091 R6-5P R1-2 (ROUNDABOUT O R4-70 (YIELD) O CIRCULATION PLAQUE) 3 KEEP RIGHT i"x36"x36" 30"x30" 18"x30" SOUTH ST W 9TH ST W16-7P W11-2 Og (DOWNWARD DIAGONAL (PEDESTRIAN) ARROW PLAQUE) 30"x30" 24"x12' PAVEMENT MARKINGS LEGEND SOLID LANE LINE (White) EDGE LINE LEFT (Yellow) DOTTED LINE, 18" (White) DOUBLE CENTERLINE (Yellow) CROSSWALK BAR (White) (PERMANENT TAPE MARKINGS) 0M1-2, W2-6 O(OBJECT MARKER) O (CIRCULAR INTERSECTION) 18"x18" 30"x30" 2 3 4 PREFERRED 0 PoOLoE DETAIL OLIGHTING PLAN MATERIAL AND POWER NOTES 1- POLES SHALL BE GALVANIZED STEEL FABRICATED FROM LOW CARBON STEEL OF U.S. STANDARD GAUGE TO WITHSTAND LOADING SHOWN ON THE PLAN AND 90 MPH WINDS AND SHALL BE MANUFACTURED FROM STEEL SHEET WITH ONE CONTINUOUS WELDED VERTICAL SEAM WITH FINISHED YIELD STRENGTH OF 48,000 PSI. THE BASE SHALL BE OF HEAVY CAST OR ROLLED STEEL. 2- WELDING AND FABRICATION SHALL CONFORM TO THE STRUCTURAL WELDING CODE AWS, AS MODIFIED BY AASHTO STANDARD SPECIFICATIONS FOR WELDING OF STRUCTURAL STEEL HIGHWAY BRIDGES AND THE CURRENT IOWA DOT SUPPLEMENTAL SPECIFICATIONS FOR STRUCTURAL STEEL. 3- BOTH LIQUID FINISH (HOT -DIP) AND POWDER TOP COAT GALVANIZATION ARE ACCEPTABLE MEETING LATEST AASHTO SPECIFICATIONS. ALL LIGHT POLES, ARMS AND BASES SHALL COME WITH A 5-YEAR WARRANTY AGAINST FADING, CRACKING, PEELING AND CORROSION. 4- THE ANCHOR BOLTS SHALL BE GALVANIZED FOR A MINIMUM OF 12 INCHES ON THE THREADED END AND SHALL BE THREADED A MINIMUM OF 6 INCHES AT ONE END AND HAVE A4- INCH LONG, 90-DEGREE BEND AT THE OTHER END. 5- CLEARANCES TO THE OVERHEAD UTILITIES SHALL BE SPECIFIED BY THE SERVING UTILITY. THE POWER COMPANY WILL FURNISH THE ELECTRICAL METER. THE CONTRACTOR SHALL SUPPLY THE SERVICE FIXTURE. 6- POWER DISCONNECT SHALL BE PROPERLY RATED AND SHALL DISCONNECT THE POWER FROM THE UTILITY SOURCE SO THAT THERE ARE NO "HOT' CIRCUITS SERVICING THE POLES. rnr MOW..�._ Iw rEEMMY I(stoa AY) R91o!PM¢*TIME INNEN ROUND TOP NAIN FUSIBLE DISCONNECT IT Ngt,t FLRNISN PER DID CONCRETE SECTION OP 5. REFER IDE tt7AFDV>9..owNE� �FTR EOE.wLL .o�.aLw.a,TIRAPPROVED p �° n SIDE VIEW OMETER BASE DETAIL NOT TO SCALE ir LION Ne COSTROLLER• REFER TO SPECIFIC TONS OONE -LINE DIAGRAM NOT TO SCALD \ / POLE BASE DETAIL 3' RIGID GALVANIZED STEEL PEDESTAL SUPPORT OYSICALI. TRANSITON TO TWO GALVANIZED STEEL ELBOW GROUND BOOS • TYPICAL OF TWO FRONT VIEW OS TOPPTESSAS PI 1 /2,10,0PESS CIAO BAR COPPER PROTECT ANDVE GROUND INITN ',VC CONDUIT CAGE ioa DIAMETER. T,r CAGE VERTICAL BARS AAA LOOP AT RISO,N."iEooas ASARSO LUSE I CONCRETE COVER IS REQUIRED o �EOP ALL RERARS A 2 4 5 GB Imo H O D Cn O 0 CO az H D W O CC CC H � IT F-- H W W Lt LLI 'LIGHTING PLAN P.01 LEGEND W 9TH STREET CURB RAMP, 8" TURNING SPACE. S' PCC SIDEWALK a' 0396MAX LONG. SLOPE 2.0% MAX CROSS SLOPE 2.096 MAX CROSS SLOPE 5.096MAX LONG. SLOPE 2.096MAX CROSS SLOPE DETECTABLE WARNINGS 2.X5 TYPICAL CAST IRON SOUTH STREET LEGEND CURB RAMP, 8" TURNING SPACE, e PCC SIDEWALK,, 0.3% MAX LONG. SLOPE 2.096 MAX CROSS SLOPE 2.096 MAX CROSS SLOPE 5.096 MAX LONG. SLOPE 2.0% MAX CROSS SLOPE DETECTABLE WARNINGS 2'X5 TYPICAL CAST IRON W 9TH STREET l ee oe 000 <P,D E IN FEET SOUTH STREET ALE IN FEET 113-10 06-10-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation pCE id Sidewalk Distance* A Elevation S10pe Acceptable Constructed Range Staking Required on this Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES ,ant oi Station Offset Elevation FT FT % Pos. or Neg. % 1101 1102 Ramp Running Slope 6 11.40 0.752 0.5% to 8.3% 1101 14«63.14 21.86 870.03 1101 1110 Crosswalk Cross Slope - Yield Condition 6 8.01- . 0.0% to a.2% 1102 1103 Sidaialk Running Slope a 7.33 0.18 0.03 0.5% to 5.0% 1103 14+55.90 33.33 8]0.98 1102 1105 Landing/Turning Space a5.80 0.08 0.02 0.1% to 2.0% Yes 1.4 14+55.94 38.32 871.05 1102 1109 ....Turning Space 4 8.00 0.1% to 2.0X 1103 110a Sidewalk Cross Slope a 4.99 0.08 0.02 0.5% to 2.0% ves 1106 14+71. 38.2 870.e4 Sidewalk Running Slope 4 7.32 0.5% to 5.0% 1105 1106 an.ing/iurning Space a 8.80 .1 -0.00 0.1% to 2.0% 1108 14+72 33.16 871.19 Sidewalk Running Slope 0.5% to 5.0% 1186 1109 antling/Turoing Space a5.800.08 -0.02 0.1% 02 2.01 ves 1110 144.71.14 21.34 869.78 1107 1108 Match Existing Cross Slope 4 5.27 Match Existing 1.8 Sidewalk Running Slope - . 0. S% to S. B% ves 1109 1110 Ramp Raining Slope 6 11.86 -0.89 -0.08 0.5% to 8.3% Yes 1111 1112 Landing/Turning space 4 6.34 0.1% to 2.0% Yes 1111 1114 L..ing/iurning Space 4 8.02 0.14 0.02 0.1% to 2.0% Yes 1112 14+70.86 -108 869.60 1112 1113 Landing/Turning space 0.12 to 2.0% es1113 14+62.86- .869.74 1113 1114 antling/Turning Space 0.11 0.02 0.1% to 2.0% ves 1114 14482.94 4. 869.86 Ramp Running Slope 14. 0.73 8.05 0.5% to 8.3% 1a 1806 18.98 869.29 Crosswalk Cross Slope - Yield Condition 0.0% to 2. BX 1116 ] Sidewalk Running Slope aSAO0.10 -0.02 0.5% to 5.0% 1117 4♦]5.]8 33.46 869.92 Landing/Turning space 4 5.00 0.07 0.02 0.1% to 2.0% 1116 1123 L..ing/iurning Space a 8.01 0.12 0.02 0.1% to 2.0% 1119 14+70.83 38.48 870.09 111] 1118 N Match Existing Cross Slope a S 22 B 08 B B2 Match Existing M 1120 16«61 ]S 38.55 e70 21 1118 1119 Sidewalk Running Slope a 4.97 0.09 0.02 0.5% to 5.0% 1121 144.54.24 39.39 870.36 Landing/Turning Space 0.1% to 2.0% 1122 14+54.26 1120 1121 Sidewalk Running Slope a 8.55 0.14 0.02 0.5% to 5.0% 1123 14+62.. 33.55 870.I4 1120 1123 Landing/Turning Space 4 5.00 0.1% to 2.0% 869.41 Sidewalk Cross Slope a -0.08 -0.02 0.5% to 2.0% Yes 2 14+39.69 38.45 872.27 1122 1123 Sidewalk Running Slope a 8.55 a -0.02 0.5% to 5.0% 1126 14+39.71 33.45 872.27 1123 1124 Ramp Running Slope 6 14.50 -B. ]3 -0.85 0.5% to 8.3% crosswalk Cross Slope- Yield Condition 6 8.13- . - . 0.0% to 2.0% sidewalk Running slope 0.5% to 5.0% 1202 1205 Landing/Turning Space 4 5.02 0.10 0.02 0.1% to 2.0% Yes 1204 I4«24. ] 56 870.30 1202 1209 ...mg/Turning Space 4 8.ee -0.12 -0. 20.1% to 2.0% 1205 I4«24. .9a 870.06 Sidewalk Cross slope o 2.. Yes 1206 14824.79 ]a.] Sidewalk unning slope 4 10.80- . - . 0.5% to 5.0% Landing/Turning Space 4 7.81- . - . 0.1% to 2.0% Yes 1206 1207 Sidewalk Running Slope 4 8.650.5% a5. B% 1209 14«19. 7a.91 869.85 12 12 ....Turning space a 5.16- . 9 - . z OA% a 2.0% Yez 1210 14«09.82 7a.97 869.6E 110] 1188 Match 1 a < Existing Cross Slope 0 5a] -013 - , OB2 match Existing Nth F 1 1108 1189 sidewalk Running slope a e 58 B 38 B BS 0.5% to 5. e% Yes 1211 1212Landing/Turning Space a m. ]] 0 09 0 02 0.1% to 2.0% Yes 1211 13«91 50 75.07 869 89 1211 1214 ....Turning Space a 8.13 0.12 0.01 0.1% to 2.0 1212 13+87.78 75.1 869.98 1212 121 ....Turning Space a 8.00 0.132 0.196 to 2.0% Yes 1213 1 ].12 67.1 870.11 1113 ilia Landing/Turning Space L m 6 2a - . B SB - . 0 B2 a 1% i 0 1. B% Yes ]2] a 13893.96 6] 06 870.01 1115 1116 Ramp Running Slope 6 15 01 B OS B B3 0.5% to 8.3% 121 s 13870.78 75.2 870.28 1215 1226 Crosswalk Cross Slope - Yield condition 6 8.030.12 0.02 0.0% to 2.e 1216 1.55.76 75.28 ] .] 1216 1217 ....Turning ..urning Space a 2.64 0.04 0.02 0.1% to 2.0 1217 13+53.13 75.3 ]e.n 1216 122 ....Turning Space a 8.00 0.12 0.02 0.196 to 2.0 121 13+53.43 83.76870.37 111] 1118 sidewalk Running slope SId lk R 0 e a] - . B OB - . B BS 0.5% to 5.0% Yes 1119 13848.17 83.77 870.46 Landing/Turning Space % 121 1219 atch ExistingCr slope 4 .2 9Existing 2 Ma ch 1221 1 ]. ] .9 1219 1220 Sidewalk slope a .aa 0.0 0.5% to 5.0% Yes 1222 1 .02 57.33 871.19 1220 1221 ....Turning space 4 0.12 0.02 0.1% o 2.0% 1221 1222 sidewalk Running slope 0.5% to 5.0% 1221 1224Landing/Turning Space 4 5.00- . - . 0.1% to 2.0% 1222 1223 Sidewalk cross slope 4 5.00- . ] - . 2 0.5% to 2.0% 122 1 ] .]2 67.17 870.40 1223 1224 Sidewalk Running Slope a 10.00 - .2a - . 2 0.5% to 5.0% 1227 13+52.95 43.65 ]1.. Landing/Turning Space 4 2.64- . - . 0.1% to 2.0% 1225 1226 Ramp Running Slope 6 15.80 0. a5 -O. B3 0.5% to 8.3% 2 WEST 9TH STREET AND SOUTH STREET MINI -ROUNDABOUT SIDEWALK PL S.03 113-10 04-18-17 SIDEWALK COMPLIANCE See 5 Sheets + Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation " PCC Sidewalk Distance. A Elevation Slope Acceptable Constructed Range Staking Required on This Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % 1301 1302 Ramp Running Slope 6 8.86 0.62 0.07 0.5% To 8.3% 1301 13+23.78 24.7 871.50 1301 1310 Crosswalk Cross Slope - Yield Condition 6 8.11 0.12 0.02 0.0% to 2.0% 1302 13+23.81 33.56 872.12 1302 1303 Sidewalk Running Slope 4 10.00 -0.18 -0.02 0.5% to 5.0% 1303 13+33.81 33.64 871.94 1302 1305 Landing/Turning Space 4 5.19 0.06 0.01 0.1% To 2.0% 1304 13+33.82 38.72 872.00 1302 1309 Landing/Turning Space 4 8.00 0.12 0.02 0.1% To 2.0% 1305 13+23.82 38.75 872.18 1303 1304 Sidewalk Cross Slope 4 5.08 0.06 0.01 0.5% to 2.0% 1306 13+15.82 38.76 872.31 1304 1305 Sidewalk Running Slope 4 10.00 0.18 0.02 0.5% To 5.0% 1307 13+07.21 38.78 872.66 1305 1306 Landing/Turning Space 4 8.00 0.12 0.02 0.1% To 2.0% 1308 13+07.31 33.54 872.62 1306 1307 Sidewalk Running Slope 4 8.61 0.36 0.04 0.5% To 5.0% Ves 1309 13+15.81 33.59 872.24 1306 1309 Landing/Turning Space 4 5.17 -0.07 -0.01 0.1% to 2.0% 1310 13+15.78 23.4 871.62 1307 1308 Match Existing Cross Slope 4 5.24 -0.05 -0.01 Match Existing 1308 1309 Sidewalk Running Slope 4 8.50 -0.38 -0.04 0.5% To 5.0% Ves 1309 1310 Ramp Running Slope 6 10.19 -0.62 -0.06 0.5% to 8.3% 1311 1312 Landing/Turning Space 4 4.48 0.08 0.02 0.1% to 2.0% Yes 1311 13+15.73 6.18 872.07 1311 1314 Landing/Turning Space 4 8.11 -0.12 -0.02 0.1% to 2.0% 1312 13+15.72 1.7 872.15 1312 1313 Landing/Turning Space 4 8.01 -0.12 -0.02 0.1% to 2.0% 1313 13+23.72 2.1 872.03 1313 1314 Landing/Turning Space 4 5.37 -0.08 -0.02 0.1% to 2.0% 1314 13+23.74 7.4) 871.94 1315 1316 Ramp Running Slope 6 14.58 0.95 0.07 0.5% to 8.3% 1315 13+15.67 15.32 871.99 1315 1326 Crosswalk Cross Slope - Yield Condition 6 8.01 -0.12 -0.02 0.0% to 2.0% 1316 13+15.63 29.9 872.94 1316 1317 Landing/Turning Space 4 3.45 0.05 0.02 0.1% To 2.0% 1317 13+15.62 33.35 872.99 1316 1325 Landing/Turning Space 4 8.00 -0.12 -0.02 0.1% to 2.0% 1318 13+07.12 33.33 873.07 1317 1318 Sidewalk Running Slope 4 8.50 0.08 0.01 0.5% to 5.0% 1319 13+07.11 38.6 873.25 1317 1320 Landing/Turning Space 4 5.12 0.08 0.02 0.1% to 2.0% 1320 13+15.70 38.47 873.07 1318 1319 Match Existing Cross Slope 4 5.27 0.18 0.04 Match Existing 1321 13+23.58 38.38 872.95 1319 1320 Sidewalk Running Slope 4 8.60 -0.18 -0.02 0.5% to 5.0% 1322 13+33.58 38.46 872.73 1320 1321 Landing/Turning Space 4 7.88 -0.12 -0.02 0.1% to 2.0% 1323 13+33.62 33.45 872.69 1321 1322 Sidewalk Running Slope 4 10.00 -0.22 -0.02 0.5% to 5.0% 1324 13+23.62 33.37 872.87 1321 1324 Landing/Turning Space 4 5.01 -0.08 -0.02 0.1% to 2.0% Yes 1325 13+23.63 29.92 872.82 1322 1323 Sidewalk Cross Slope 4 5.01 -0.04 -0.01 0.5% to 2.0% 1326 13+23.67 14.92 871.87 1322 1328 Sidewalk Running Slope 4 13.84 -0.31 -0.02 0.5% to 5.0% 1327 13+47.46 33.56 872.37 1323 1324 Sidewalk Running Slope 4 10.00 0.18 0.02 0.5% to 5.0% 1328 13+47.42 38.56 872.42 1323 1327 Sidewalk Running Slope 4 13.84 -0.32 -0.02 0.5% to 5.0% 1329 13+52.43 38.55 872.36 1324 1325 Landing/Turning Space 4 3.45 -0.05 -0.02 0.1% to 2.0% 1330 13+52.42 33.6 872.30 1325 1326 Ramp Running Slope 6 15.00 -0.95 -0.06 0.5% to 8.3% 1327 1328 Landing/Turning Space 4 5.00 0.05 0.01 0.1% to 2.0% 1327 1330 Landing/Turning Space 4 4.95 -0.07 -0.01 0.1% to 2.0% 1328 1329 Landing/Turning Space 4 5.00 -0.06 -0.01 0.1% to 2.0% 1328 1404 Landing/Turning Space 4 15.76 0.26 0.02 0.1% To 2.0% Ves 1329 1330 Landing/Turning Space 4 4.95 -0.06 -0.01 0.1% to 2.0% 1329 1403 Landing/Turning Space 4 15.76 0.25 0.02 0.1% to 2.0% Yes 113-10 04-18-17 SIDEWALK COMPLIANCE See 5 Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation " PCC sidewalk Distance. A Elevation Slope Acceptable Constructed Range Staking Required on This Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % 1401 1402 Ramp Running Slope 6 10.57 0.74 0.07 0.5% To 8.3% 1401 13+63.04 64.34 872.00 1401 1410 Crosswalk Cross Slope - Yield Condition 6 8.07 0.12 0.02 0.0% to 2.0% 1402 13+52.47 64.31 872.74 1402 1403 Sidewalk Running Slope 4 10.00 -0.13 -0.01 0.5% to 5.0% 1403 13+52.45 54.31 872.62 1402 1405 Landing/Turning Space 4 5.01 0.07 0.01 0.1% To 2.0% 1404 13+47.45 54.32 872.68 1402 1409 Landing/Turning Space 4 8.00 0.12 0.02 0.1% To 2.0% 1405 13+47.47 64.32 872.81 1403 1404 Sidewalk Cross Slope 4 5.01 0.06 0.01 0.5% to 2.0% 1406 13+47.38 72.24 872.93 1404 1405 Sidewalk Running Slope 4 10.00 0.13 0.01 0.5% To 5.0% 1407 13+47.25 80.8 873.32 1405 1406 Landing/Turning Space 4 7.92 0.12 0.02 0.1% to 2.0% 1408 13+52.46 80.84 872.96 1406 1407 Sidewalk Running Slope 4 8.56 0.40 0.05 0.5% To 5.0% Yes 1409 13+52.44 72.31 872.86 1406 1409 Landing/Turning Space 4 5.06 -0.07 -0.01 0.1% to 2.0% 1410 13+64.06 72.35 872.12 1407 1408 Match Existing Cross Slope 4 5.21 -0.37 -0.07 Match Existing 1408 1409 Sidewalk Running Slope 4 8.53 -0.10 -0.01 0.5% To 5.0% 1409 1410 Ramp Running Slope 6 11.62 -0.74 -0.06 0.5% t0 8.3% 1411 1412 Landing/Turning Space 4 4.48 -0.07 -0.02 0.1% to 2.0% Yes 1411 13+81.54 72.41 871.98 1411 1414 Landing/Turning Space 4 8.07 -0.12 -0.02 0.1% to 2.0% 1412 13+86.02 72.42 871.91 1412 1413 Landing/Turning Space 4 8.00 -0.12 -0.02 0.1% to 2.0% 1413 13+85.96 64.42 871.79 1413 1414 Landing/Turning Space 4 5.37 0.08 0.01 0.1% to 2.0% 1414 13+80.59 64.4 871.86 1415 1416 Ramp Running Slope 6 11.91 0.79 0.07 0.5% to 8.3% 1415 14+03.03 72.48 871.78 1415 1426 Crosswalk Cross Slope - Yield Condition 6 8.00 -0.11 -0.01 0.0% to 2.0% 1416 14+14.93 72.52 872.57 1416 1417 Landing/Turning Space 4 4.00 0.06 0.02 0.1% To 2.0% 1417 14+18.94 72.53 872.63 1416 1425 Landing/Turning Space 4 8.00 -0.12 -0.02 0.1% to 2.0% 1418 14+18.86 81.03 872.96 1417 1418 Sidewalk Running Slope 4 8.50 0.34 0.04 0.5% to 5.0% 1419 14+24.13 81.1 872.51 1417 1420 Landing/Turning Space 4 5.09 0.08 0.02 0.1% to 2.0% 1420 14+24.03 72.47 872.70 1418 1419 Match Existing Cross Slope 4 5.27 -0.45 -0.09 Match Existing 1421 14+23.96 64.55 872.58 1419 1420 Sidewalk Running Slope 4 8.63 0.19 0.02 0.5% to 5.0% 1422 14+24.00 54.55 872.27 1420 1421 Landing/Turning Space 4 7.92 -0.12 -0.02 0.1% to 2.0% 1423 14+19.00 54.53 872.26 1421 1422 Sidewalk Running Slope 4 10.00 -0.32 -0.03 0.5% to 5.0% 1424 14+18.96 64.53 872.51 1421 1424 Landing/Turning Space 4 5.00 -0.08 -0.02 0.1% to 2.0% 1425 14+14.96 64.52 872.45 1422 1423 Sidewalk Cross Slope 4 5.00 -0.01 0.00 0.5% to 2.0% 1426 14+02.96 64.48 871.66 1423 1424 Sidewalk Running Slope 4 10.00 0.25 0.03 0.5% to 5.0% 1427 14+24.03 48.47 872.27 1424 1425 Landing/Turning Space 4 4.00 -0.06 -0.02 0.1% to 2.0% 1428 14+19.03 48.45 872.27 1425 1426 Ramp Running Slope 6 12.00 -0.78 -0.07 0.5% to 8.3% 1429 14+26.94 41.46 872.27 1430 14+23.40 37.93 872.27 1431 14+33.94 38.51 872.27 1432 14+33.90 33.51 872.27