CITY OF ANN ARBOR ENGINEERING RIVERVIEW DRIVE SANITARY SEWER AND WATER MAIN EXTENSION PROJECT. ITB No. 4555, FILE No WARREN STEIN BARTON

Similar documents
SAND DRAW CREEK REHABILITATION - SD 14 BROWN COUNTY, NEBRASKA

AIRPLANE PAVEMENT MARKINGS

CITY OF STURGIS ST. JOSEPH COUNTY, MICHIGAN WEST SOUTH STREET IMPROVEMENTS FEBRUARY 2017 VICINITY MAP WEST SOUTH STREET IMPROVEMENTS CITY OF STUGIS

JCRD-521: URBAN COUNTY ROADWAY SPECIFICATIONS

THORNCREEK COMMONS CONCEPTUAL SITE PLAN

RAILROAD CROSSING AT TWO LANE ROADWAY

FALL PROTECTION PROGRAM

MOT-Stillwater Bikeway Bridge PID 99981

DETAIL "A" (INSIDE OF ENCLOSURE)

PARK HILL HIGH SCHOOL TURF FIELD IMPROVEMENTS

OUTDOOR FOOTBALL FIELD

Morrison Drive tel. Ottawa, ON, Canada K2H 8S fax. com

AGENDA REPORT. side of Walden Woods Dr., south of E. Park Rd. and north of E. Alexander St., in

MOT-Jefferson Street Reconstruction PID

College Hill Carthage. Winton Hills. Mill Creek. Spring Grove Village Paddock Hills. North Avondale. Avondale. Evanston. CUF Walnut Hills.

Project Proposal: Characterization of Tree Crown Attributes with High Resolution Fixed-Base Aerial Photography. by Rich Grotefendt and Rob Harrison

ARROWHEAD OTTOWA 7:15 2:05 12:09 DEL REY SCHOOL IN THE LOADING ZONE 6:50 2:35 12:32 ON THE CURB

GENERAL LEGEND 12"CMP

D07-RW-VAR(B) PID

Lesson 33: Horizontal & Vertical Circular Problems

Bicycle and Pedestrian Master Plan

RELATED RATE WORD PROBLEMS

READING AREA TRANSPORTATION STUDY BICYCLE AND PEDESTRIAN TRANSPORTATION PLAN ADOPTED NOVEMBER 18, 2010

College Hill Carthage. Winton Hills. Mill Creek. Spring Grove Village Paddock Hills. North Avondale. Avondale. Evanston. Walnut Hills.

UNCURBED INTERSECTIONS APPROACH TREATMENT DETAIL I

DUVAL AND ASSOCIATED COUNTY MANATEE PROTECTION AREAS AND BOATING RESTRICTED AREAS

2018 EASTER FREEESTYLE CHAMPIONSHIPS and WORLD QUALIFIER

EcoMobility World Festival 2013 Suwon: an analysis of changes in citizens awareness and satisfaction

SR-714 (Monterey Road) Martin County, Florida

Experiment #10 Bio-Physics Pre-lab Comments, Thoughts and Suggestions

f i r e - p a r t s. c o m

Target Allocation Study for Formation Ship-ToAir Missile System Based on the Missile Fire. Zone Division

Operator and Parts Manual

High Axial Load Capacity, High speed, Long life. Spherical Roller Bearings

RCA2-RN3N-I A1-P-FL-** <Series> <Stroke> <Lead> RN4NA, RP4NA, RN3NA, RP3NA, GS4NA, GD4NA,

Wind and extremely long bridges a challenge for computer aided design

Data Sheet. Linear bearings

A. Existing Conditions

Noncrossing Trees and Noncrossing Graphs

Accel. (m/s 2 ) Time (sec) Newton s 3 rd Law and Circular Motion. Group Problem 04

Experiment #10 Bio-Physics Pre-lab Questions

Design Engineering Challenge: The Big Dig Contest Platter Strategies: Ball Liberation

"A Home for Gracious Living" (real estate brochure for Batten House)

Pennsylvania Congestion Management System: PA 100 Corridor. June 2002

OregonGeology. Jack_sch19A. Eagle Point High School. Final RVS Score. Primary Secondary Tertiary. FEMA 154 Rapid Visual Screening Score Card 0.

VOLUSIA AND ASSOCIATED COUNTY ST JOHNS RIVER BASIN MANATEE PROTECTION ZONES

Red-Black Trees Goodrich, Tamassia Red-Black Trees 1

W DR NE. Ranchlands Phase 3A2 Plan

A tale of San Diego County s water. If you had to describe San Diego's weather, you probably would use

Providing solutions for your most demanding applications

Community Development Department

CITY OF MEMPHIS, TENNESSEE

CARDBOARD BOAT BUILDING 101

2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS

PlacesForBikes City Ratings Methodology. Overall City Rating

0ur Ref:CL/Mech/ Cal /BID-01(11-12) Date: 29 July 2011

Watford Half Marathon. Watford Half Marathon. Sunday February 4th Starting at 10.30am. Enjoy Your Run!!! Notice to all Entrants.

Matlab Simulink Implementation of Switched Reluctance Motor with Direct Torque Control Technique

Depth-first search and strong connectivity in Coq

ROCK HILL AQUATICS CENTER POOL SCHEDULES

LAZY RIVER 3 3 PUMP LOCATION

The Study About Stopping Distance of Vehicles

Fundamental Algorithms for System Modeling, Analysis, and Optimization

Phase Behavior Introduction to Phase Behavior F.E. Londono M.S. Thesis (2001)

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO MSAS 123 (2 ND AVE. SW) OVER THE CANNON RIVER CITY OF FARIBAULT, RICE COUNTY

PUBLIC NOTICE (11-137)

TABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION C RT BIKE THROUGH ARROW 1

the Susquehanna River. Today, PFBC protects and conserves aquatic species throughout Pennsylvania.

Memo INTRODUCTION. Reference:

Newaygo County Foreclosed Properties. Important Notice: For your own safety, you may NOT go into or trespass onto any of these properties!

March 3, $ LOT 4 BLK 6 CORNLEA 2 $ STR: 24191W IMPROVEMENTS ON LEASED LAND TR IN SE SW CONT 11.

Sacramento Regional County Sanitation District Interceptor System Master Plan. Executive Summary Reconciliation Report

SHEET INDEX L-01 L-02 L-03 L L L-15 L-16

OPTIMAL SCHEDULING MODELS FOR FERRY COMPANIES UNDER ALLIANCES

SHOOTING ISLAND RESTORATION: LIVING SHORELINE AND HABITAT CONSTRUCTION

Lesson 2: Sailing. A league is three nautical miles. (A nautical mile is about 800 feet longer than a mile on land.)

Watford Half Marathon. Watford Half Marathon. Sunday February 5th Starting at 10.30am. Enjoy Your Run!!! Notice to all Entrants.

A CONCEPTUAL WHEELED ROBOT FOR IN-PIPE INSPECTION Ioan Doroftei, Mihaita Horodinca, Emmanuel Mignon

Series RBX "ANTI - SHOCK" AIR RELEASE & VACUUM BREAK VALVES CATALOGUE INDEX

Technical Feasibility Study of Energy Generation from the Tide in Southern Coasts of Iran Using Helical Turbines

, 47 00' -PUBLICATIONCOpy. . comities: Houghton and Kewee:.Tlaw. Edition of: PR: DDB/CB/SS EAGLE RIV"ER ~, A

Some physical and mechanical properties of date palm trees related to cultural operations industry mechanization

Overview. ALDER STREET CORRIDOR REVIEW Open House March 12, City of Campbell River BACKGROUND STUDY AREA

DAM SITE 2017 STAGE 1

Light Rail Transit heads to French Hill and Mount Scopus

Document Version Index:

SIMULATION OF SEISMIC BEHAVIOUR OF GRAVITY QUAY WALL USING A GENERALIZED PLASTICITY MODEL

CITY OF SALEM DEPARTMENT OF PUBLIC WORKS STANDARD DRAWINGS TABLE OF CONTENTS

PROJECT OVERVIEW. Auburn Station Access Improvements Project

Marketing and Logistics

Electrical Equipment of Machine Tools

SITE S7: EMBANKMENT FAILURE WEST OF MILLARVILLE

Kennedy Bridge - Summary of Pier 6 Movement Records

Fire-Safety Analysis Timber. FRILO Software GmbH As of 29/06/2016

VWP CONSTRUCTION INSPECTION REPORT. Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM

Casing and Cementing Requirements

Performance Characteristics of Parabolic Trough Solar Collector System for Hot Water Generation

Single slide rail system Linear shoring

GEAR PUMPS. Displacement from 5 to 39 ccm Pressure up to 280 bar Speed from 400 to 3000 RPM

CONTRACT 5 WATER SYSTEM CONSTRUCTION EASTHAM, MASSACHUSETTS GENERAL NOTES AND LEGEND. MARK DATE DESCRIPTION Approved by 1"=40' Scale FOR REVIEW

Transcription:

APLE - - CAPENTE DWS FOUNDED 1824 NOTES Know what's below. ABO ENGINEEING I CH INCOPOATED 1851 I GAN IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT Sheet List Table Sheet Number 1 COVE Sheet Title 2 LEGEND, WITNESSES AND BENCHAKS 3 NOTES 4 OVEALL SITE UTILITY PLAN 5 SOIL EOSION AND SEDIENTATION CONTOL PLAN 6 SOIL EOSION DETAILS 7 POPOSED SANITAY PLAN & PILE STA 6+00 TO STA 8+00 8 POPOSED SANITAY PLAN & PILE STA 3+00 TO STA 6+00 9 POPOSED SANITAY PLAN & PILE STA 0+00 TO STA 3+00 10 POPOSED WATE AIN PLAN & PILE STA 0+00 TO STA 3+00 11 POPOSED WATE AIN PLAN & PILE STA 3+00 TO STA 6+00 12 POPOSED WATE AIN PLAN & PILE STA 6+00 TO STA 9+00 13 POPOSED WATE AIN PLAN & PILE STA 9+00 TO STA 12+45 14 POPOSED WATE AIN PLAN & PILE HUNTINGTON 15 POPOSED WATE AIN PLAN & PILE W EXTENSION 505 16 POPOSED WATE AIN PLAN & PILE DOVE PL 17 DETAILS 18 EXISTING TYPICAL COSS SECTION 19 POPOSED TYPICAL COSS SECTION 20 ALIGNENT PLAN STA 0+00 to STA 5+00 21 ALIGNENT PLAN STA 5+00 TO STA 10+00 22 POPOSED PAVING STA 0+00 TO STA 3+00 23 POPOSED PAVING STA 3+00 TO STA 6+00 24 POPOSED PAVING STA 6+00 TO STA 10+00 25 POPOSED PAVING STA 10+00 TO STA 13+00 26 POPOSED PAVING HUNTINGTON PLACE STA 0+00 TO STA 3+00 27 POPOSED PAVING HUNTINGTON PLACE STA 3+00 TO STA 5+02.12 28 AINTENANCE TAFFIC PLAN 29 SUAY QUANTITIES 30 SOIL BOING LOG INFOATION NOTH ITB No. 4555, FILE No. 2017-031 WAGNE WAGNE JACKSON SCIOCHUCH WATES APLE HUON IVE ILLE DEXTE ABOSALINE APLE 94 14 STADIU NEWPOT DIVE LIBETY LOH STEIN HUON IVE SEVENTH SUNSET HUON AIN BATON STATE ELLSWOTH D TAIL PONTIAC PACKAD STADIU STATE EISENHOWE VICINITY AP DHUVAEN GEDDES WASHTENAW STONE SCHOOL NIXON FULLE WAEN 23 14 94 EAHAT PLYOUTH ABO PLATT HUON GEEN PKWY GLAZIE GEDDES HUON HOGBACK GOSS 23 DIXBOO WASHTENAW PACKAD ELLSWOTH P.O.E P.O.B STANDAD DETAILS EQUIED ON THIS POJECT ITE WOK PEPAED UNDE THE SUPEVISION VAUGHN C. ATIN, P.E. - I LICENSE No. 52002 POJECT ANAGE 11/7/2018 DATE L STAT E I CENSED PESS DETAIL X STANDAD ANHOLE (TYPE I) SD-S-1 X DOP ANHOLE CONNECTION SD-S-5 X SEWE CONNECTION SD-S-6 X SANITAY SEWE CONNECTION WITH ISE SD-S-7 X THUST BLOCK SD-W-2 X FIE HYDANT ASSEBLY SD-W-1 X X GATE WELL FO AIN 12" AND SALLE PEANENT BLOW-F/AI ELIEF SD-W-3 SD-W-6 X TEPOAY TESTING BLOW-F SD-W-7 X ANHOLE CASTING ADJUSTENT SD-GU-6 X VALVE/ONUENT BOX ADJUSTENT SD-GU-7 X STUCTUE PLATE SD-GU-8 X H; VALVE/ONUENT BOX LOWEING SD-GU-9 I CHI GAN VAUGHN C. ATIN ENGINEE No. 52002 ENG I NEE I ONA L - PUBLIC SEVICES - ENGINEEING PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT 1 30 2017-031-1 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT; BID No. 4527; 2017-031

B # ELEV DESCIPTION POJECT NAE BENCHAKS EXISTING LEGEND POPOSED LEGEND 24 847.027 SPIKE IN EAST SIDE POWE POLE ACOSS FO HOUSE #645. W 25 843.990 26 809.801 27 827.613 28 817.365 SPIKE IN EAST SIDE UTILITY POLE ON WEST SIDE IVEVIEW, ACOSS FO HOUSE #615. SPIKE IN WEST SIDE 24" TEE BETWEEN HOUSE #519 AND #508 ON EAST SIDE IVEVIEW. NOTHELY I STO ANHOLE AT CENTELINE IVEVIEW OPPOSITE HOUSE NOTH #580. NOTHELY I STO ANHOLE AT CENTELINE IVEVIEW OPPOSITE HOUSE #559. W 29 801.362 NOTHELY I SANITAY ANHOLE. 30 802.978 31 806.437 50 837.735 51 837.621 52.010 53 847.262 SET AILOAD SPIKE IN NOTHEAST SIDE UTILITY POLE ON SOUTHELY SIDE IVEVIEW AT 90 BEND IN OAD. NOTHELY I ANHOLE AT CENTELINE INTESECTION IVEVIEW AND HUNTINGTON. SET AILOAD SPIKE IN NOTH SIDE UTILITY POLE ON SOUTH SIDE GEDDES AT CENTELINE IVEVIEW EXTENDED. NOTHELY I ON STO ANHOLE CENTELINE IVEVIEW, 25'± SOUTH CENTELINE DOVE. NOTHELY I STO ANHOLE ON CENTELINE IVEVIEW, 20'± NOTH CENTELINE DIVE FO HOUSE #480. CENTELINE TOP STEP FO STEPS AT WEST END DOVE LEADING TO HOUSE #3055 co IVEVIEW DIVE SANITAY SEWE AND WATE AIN POJECT HOIZONTAL DATU: NAD 83 STATE PLANE COODINATES VETICAL DATU: NAVD 88 UNITS: INTENATIONAL FEET SUVEYED BY: PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 HOIZONTAL CONTOL POINTS CONTOL POINT: CP50 DESCIPTION: SET PIPE WITH TAVESE CAP ON SOUTH SIDE GEDDES. PIPE IS 30'± EAST CENTELINE DIVE FO HOUSE NUBES 3090/3100, AND 3.6'± SOUTH SOUTH BACK CUB. COODINATES: N=282398.850, E=13302337.400, ELEV=837.26' ABO INCO POA T ED 18 5 1 CONTOL POINT: DESCIPTION: COODINATES: CP25 FOUND AGNAIL IN ASPHALT ON NOTH SIDE IVEVIEW OPPOSITE HOUSE #645. N=258., E=13302272.970, ELEV=844.08' CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CP26 FOUND PIPE WITH TAVESE CAP ON EAST SIDE IVEVIEW IN FONT HOUSE #615. 2.5' F BACK CUB. N=282719.540, E=13302280.780, ELEV=838.64' CP51 SET PIPE WITH TAVESE CAP ON NOTH SIDE DOVE. PIPE IS 50'± WEST CENTELINE IVEVIEW AND 9.0'± NOTH CENTELINE DOVE. N=282802.220, E=13302250.120, ELEV=838.97' CP52 SET PIPE WITH TAVESE CAP AT NOTH EDGE GAVEL ON DOVE. PIPE IS 26'± WEST WEST EDGE BLOCK WALL ON WEST EDGE DIVE FO HOUSE #3081. N=282827.150, E=13302147.460, ELEV=843.59' CP27 FOUND PIPE WITH TAVESE CAP ON WEST SIDE IVEVIEW. 3' F BACK CUB AND 28' NOTH CENTELINE DIVE FO HOUSE #580. N=282893.590, E=13302350.600, ELEV=823.70' CP28 FOUND PIPE WITH TAVESE CAP ON EASTELY SIDE IVEVIEW. 2.2' F BACK CUB AND OPPOSITE CENTELINE DIVE FO HOUSE #480. N=283124.480, E=13302365.980, ELEV=811.92' CP29 FOUND PIPE WITH TAVESE CAP ON NOTH SIDE (AFTE CUB) IVEVIEW. 3.0' F BACK CUB AND 50'± WEST AILBOX FO HOUSE #485. N=283231.200, E=13302225.190, ELEV=804.58' CP53 SET AGNAIL IN ASPHALT AT BEND IN OAD. NAIL IS NEA B30. N=283125.190, E=13302083.540, ELEV=803.38' - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT : NTS LEGEND, WITNESSES AND BENCHAKS 2017-031-2 2 30

WATE AIN AND SANITAY SEWE QUANTITIES PEITS EQUIED TO BE OBTAINED BY THE CONTACTO PIO TO THE BEGINNING CONSTUCTION. PEIT LANE CLOSUE PEIT* ENGINEEING ISSUING AUTHOITY GADING/SOIL EOSION & SEDIENTATION CONTOL PEIT* CUSTOE SEVICE IGHT--WAY PEIT* CUSTOE SEVICE * NO COST TO CONTACTO PEITS EQUIED TO BE OBTAINED BY THE ABO PIO TO THE BEGINNING CONSTUCTION. PEIT ISSUING AUTHOITY CONTACT INFOATION PUBLIC UTILITIES OWNE CONTACT ABO INCO POA T ED 18 5 1 : NTS - PUBLIC SEVICES - ENGINEEING 2017-031-3 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT NOTES PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 PIVATE UTILITIES OWNE CONTACT 3 30

540 580 480 615 485 10 4 3123 5 50 3122 645 595 519 9 5 559 537 6 8 4 30 OVEALL SITE UTILITY PLAN O CO 1 A NN ND E D 18 2 4 P O A T E D 18 5 FO U IN F A 2017-031-4 614 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT C IT Y. - PUBLIC SEVICES - ENGINEEING B-31 806.437000 : 1" = 60' L. 439 P 301 EAST HUON STEET ABO, I 47-8647 PUBLIC SEVICES 2 43 432 VE 443 VIEW D E V I 439 444 3081 DO 435 442 448 3055 3060 GEDDES AVE. 640 HUNTINGTON PL. 436 B-54 824.740 BO B-30 802.970 Know what'sbelow.

614 640 540 580 480 615 485 10 4 645 595 519 5 9 559 537 6 8 3123 5 30 SOIL EOSION AND SEDIENTATION CONTOL PLAN CO 1 A NN ND E D 18 2 4 P O A T E D 18 5 FO U IN F A 2017-031-5 C IT Y 5 3122 50. IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT B-30 802.970 : 1"=80' O B-31 806.437000 - PUBLIC SEVICES - ENGINEEING 301 EAST HUON STEET ABO, I 47-8647 PUBLIC SEVICES 2 439 PL. 43 432 VE 443 444 3081 EW D I V E V I 439 HUNTINGTON PL. 442 448 3055 3060 GEDDES AVE. DO 435 436 B-54 824.740 BO Know what'sbelow.

PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 SILTSACK DETAIL SIDE VIEW INSTALLED INSTALLATION DETAIL EGULA FLOW SILTSACK HI-FLOW SILTSACK OIL-ABSOBANT SILTSACK ULCH BLANKET DETAIL PLAN VIEW FONT VIEW SECTION A-A SECTION B-B SILT FENCE SD-EC-3 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT : NTS SOIL EOSION DETAILS 2017-031-6 6 30

10 614 GEDDES AVE. 640 11.425 IVEVIEW D. DOVE PL. 11 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 615 ABO INCO POA T ED 18 5 1 8+50 8+00 7+00 850 845 840 6+00 SANITAY SEWE STUCTUE TABLE INV ELEV EASUED IN FIELD INV ELEV POVIDED ON PILE INV ELEV PUBLIC SEWE - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1"=20' POPOSED SANITAY PLAN & PILE STA 6+00 TO STA 8+00 2017-031-7 7 30

580 IVEVIEW D. 595 537 559 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 795 790 6+00 5+00 4+00 795 790 3+00 SANITAY SEWE STUCTUE TABLE - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1" = 20' POPOSED SANITAY PLAN & PILE STA 3+00 TO STA 6+00 2017-031-8 8 30

480 60 IVEVIEW D. 10 4 485 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO 537 519 INCO POA T ED 18 5 1 795 790 3+00 2+00 1+00 0+00 795 790-0+25 SANITAY SEWE STUCTUE TABLE - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1"=20' POPOSED SANITAY PLAN & PILE STA 0+00 TO STA 3+00 2017-031-9 9 30

640 GEDDES AVE. IVEVIEW D. 11 615 34 645 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 850 850 845 840 785 845 840 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 0+00 TO STA 3+00 2017-031-10-0+05 0+00 1+00 2+00 3+00 10 30

DOVE PL. 580 IVEVIEW D. 615 559 595 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 845 840 845 840 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 3+00 TO STA 6+00 2017-031-11 3+00 4+00 5+00 6+00-0+25 0+00 0+60 11 30

480 60 IVEVIEW D. B-26 809.801000 795 795 10 4 485 790 790 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 537 519 785 785 ABO INCO POA T ED 18 5 1-0+25 0+00 0+70 795 790 785 795 790 795 790 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 6+00 TO STA 9+00 2017-031-12 +00 7+00 8+00 9+00-0+25 0+00 0+60 12 30

790 785 780 775 12+50 12+00 11+00 10+00 9+00 795 CO P O A T E D 18 5 1 A IN A NN ND E D 18 2 4 FO U 301 EAST HUON STEET ABO, I 47-8647 PUBLIC SEVICES POPOSED WATE AIN PLAN & PILE STA 9+00 TO STA 12+45 F B-30 802.970 13 30 2017-031-13 O W ALIGN - PUBLIC SEVICES - ENGINEEING PLAN: ######## PILE: 1" = x' IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT 480 B-31 806.437000 BO C IT Y Know what'sbelow.

435 439 443 432 B-54 824.740 B-31 806.437000 436 442 444 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 795 790 785 795 790 785 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1" = 20' PILE: 1" = x' POPOSED WATE AIN PLAN & PILE HUNTINGTON 2017-031-14 5+00 5+00 4+00 3+00 2+00 1+00 0+00-0+25 14 30

505 485 10 4 95 6 60 B-26 809.801000 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 795 795 790 790 785 785-0+10 0+00 1+00 2+00 2+15 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1"=20' PILE: 1" = 4' POPOSED WATE AIN PLAN & PILE W EXTENSION 505 2017-031-15 15 30

580 3055 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 850 845 840 2+80 2+00 DOVE W 1+00 0+00 850 845 840-0+05 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1"=20' PILE: 1" = 4' POPOSED WATE AIN PLAN & PILE DOVE PL 2017-031-16 16 30

WATE AIN W/ POLYWAP DETAIL PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 TENCH DETAIL II TENCH DETAIL I TEPOAY TENCH ESTOATION DETAIL - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT :NTS DETAILS 2017-031-17 HDPE/DI WATE AIN CONNECTION WITH THUST ING AND ESTAINT 17 30

: NTS ABO INCO POA T ED 18 5 1 - PUBLIC SEVICES - ENGINEEING 2017-031-18 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT EXISTING TYPICAL COSS SECTION PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 18 30

: NTS ABO INCO POA T ED 18 5 1 - PUBLIC SEVICES - ENGINEEING 2017-031-19 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT POPOSED TYPICAL COSS SECTION PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 19 30

11 580 615 34 645 595 PLAN: 1" = 20' PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 - PUBLIC SEVICES - ENGINEEING 2017-031-20 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT ALIGNENT PLAN STA 0+00 TO STA 5+00 20 30

61 480 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 60 10 4 485 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1"=20' ALIGNENT PLAN STA 5+00 TO STA 10+00 2017-031-21 21 30

GEDDES AVE. 10 640 11 IVEVIEW D. 615 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 34 645 850 850 845 840 845 840 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1" = 20' PILE: 1" = 4' POPOSED PAVING STA 0+00 TO STA 3+00 2017-031-22 0+00 1+00 2+00 3+00 22 30

Know what'sbelow. 0 58 4 DOVE PL. 61 9 55 5 61 BO O F IN CO FO U ND E D 18 2 4 P O A T E D 18 5 1 A NN A PUBLIC SEVICES 5 59 301 EAST HUON STEET ABO, I 47-8647 IVEVIEW D. STO SEWE STUCTUE TABLE 3+00 4+00 5+00 6+00 STUCTUE OAD STATION 88-603541 3+63-16.87' LT 92-58700 3+64-1.68' LT INVET ELEVATION, SIZE & DIECTION 12" NW 833.34 12" SE 832.24 (P) 12" NE 831.84 TOP CASTING ELEVATION DEPTH (Feet) SIZE 837.57 5.19 837.63 (e) 7.79 837.63 (P) 88-60353 3+65 13.93' T 12" NW 832.65 (P) 837.21 6.56 88-60263 4+84 14.38' T 12" NW.05 (P) 828.01 4.96 827.75 (e) 827.75 (P) 6.64 827.73 5.80 12" SW 823.21 12" NW 823.31 12" SE 823.91 (P) 12" NE 823.11 92-59016 4+84-0.39' LT 88-60264 4+80-16.61' LT 12" SE 823.93 APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE STO ANHOLE/ ADJUST COVE POPOSED PAVING STA 3+00 TO STA 6+00 23 30 2017-031-23 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT 840 PILE: 1" = 4' 840 PLAN: 1" = 20' 845 - PUBLIC SEVICES - ENGINEEING C IT Y 845

Know what'sbelow. 540 STO SEWE STUCTUE TABLE 480 INVET ELEVATION, SIZE & DIECTION TOP CASTING ELEVATION DEPTH (Feet) STUCTUE OAD STATION r-88-60266 6+33-15.01' LT 12" E 814.13 817.12 r-92-59015 6+33-0.57' LT 12" S 812.11 12" W 813.51 12" E 813.01 (P) 12" N 812.11 817.44 (e) 817.44 (P) 7.33 r-88-60265 6+33 13.90' T 12" W 813.22 (P) 816.79 5.57 r-88-60267 8+01 14.09' T 12" W 806.06 (P).01 5.95.03 (e).03 (P) 10.80 809.84 5.93 4.99 SIZE APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE 8+01-15.04' LT 12" E.91 6.27 r-92-59085 10+47 1.41' T 12" NE 797.47 12" NW 798.07 12" SE 798.07 12" SW 796.97 803.10 8.13 r-88-60269 10+48 14.70' T 12" SE 798.71 802.78 6.07 1 P O A T E D 18 5 802.79 ND E D 18 2 4 10+46-14.61' LT 12" NW 798.52 6+00 7+00 8+00 9+00 10+00 IN PILE: 1" = 4' - PUBLIC SEVICES - ENGINEEING 5 9 PLAN: ######## 519 537 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT C IT Y 559 O F 10 4 CO FO U 485 r-88-60270 BO A NN A r-88-60268 B-26 809.801000 STO ANHOLE/ ADJUST COVE POPOSED PAVING STA 6+00 TO STA 10+00 8+02-0.82' LT 24 30 2017-031-24 r-92-59026 PUBLIC SEVICES IVEVIEW D. 12" S 803.73 12" W.43 12" E.43 (P) 12" N 801.23 301 EAST HUON STEET ABO, I 47-8647 60

Know what'sbelow. 448 53 B-30 802.970. VIE E IV D W 62 61 63 54 PUBLIC SEVICES 439 BO ND E D 18 2 4 P O A T E D 18 5 1 A NN A 301 EAST HUON STEET ABO, I 47-8647 B-31 806.437000 O F IN CO FO U 432 STO SEWE STUCTUE TABLE STUCTUE OAD STATION 11+00 12+00 TOP CASTING ELEVATION DEPTH (Feet) SIZE 88-60270 10+46-14.28' LT 12" N 798.52 802.72 4.20 24" Dia. 92-59085 10+47 1.44' T 12" N 798.07 12" E 797.47 12" S 798.07 12" W 796.97 802.97 6.00 88-60269 10+48 14.67' T 12" S 798.71 802.81 4.10 24" Dia. 88-60271 11+31-13.77' LT 12" N 792.06 803.16 11.10 24" Dia. 92-59020 12" N 791.80 12" E 796.30 12" S 791.80 12" W 795.50 803.60 11.80 11+74 15.21' T 12" S 791.69 803.29 11.60 24" Dia. 10+00 INVET ELEVATION, SIZE & DIECTION 11+23 0.92' T APPLICATION/ CONSTUCTION/ DETAIL 12+50 88-60280 POPOSED PAVING STA 10+00 TO STA 13+00 25 30 2017-031-25 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PILE: 1" = 4' PLAN: 1" = 20' - PUBLIC SEVICES - ENGINEEING C IT Y

443 432 IVEVIEW D. HUNTINGTON PL. 54 B-31 806.437000 63 55 890 442 444 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 448 ABO INCO POA T ED 18 5 1 STUCTUE 92-59078 88-60272 92-59078A 88-60273 STUCTUE 71-69930 OAD STATION 0+33 1.35' T 0+54-16.62' LT 0+49 18.83' T 0+56 19.38' T OAD STATION 1+11 10.37' T STO SEWE STUCTUE TABLE INVET ELEVATION, SIZE & DIECTION 12" NW 801.78 12" SW 802.03 12" S 801.28 12" NE 802.43 12" W 802.22 12" SE 802.02 12" E 802.45 TOP CASTING ELEVATION 806.43 806.03 806.77 (e) 806.77 (P) 806.65 DEPTH (Feet) 5.15 5.60 4.75 6.20 SANITAY SEWE STUCTUE TABLE INVET ELEVATION, SIZE & DIECTION 8" W 803.11 8" S 802.01 TOP CASTING ELEVATION 809.41 DEPTH (Feet) 7.40 SIZE SIZE APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE APPLICATION/ CONSTUCTION/ DETAIL - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1" = 20' PILE: 1" = 4' POPOSED PAVING HUNTINGTON PLACE STA 0+00 TO STA 3+00 2017-031-26 +00 2+00 1+00 0+00 26 30

439 108 56 HUNTINGTON PL. 107 B-54 824.740 64 106 105 ONAWAY PL. 436 PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 STUCTUE 71-69931 OAD STATION 3+14 11.95' T 71-69932 3+89 11.41' T SANITAY SEWE STUCTUE TABLE INVET ELEVATION, SIZE & DIECTION 8" N 818.24 8" W 817.44 8" E 817.39 8" N 818.34 8" W 818.34 8" E 818.34 TOP CASTING ELEVATION 822.84 DEPTH (Feet) 7.40 SIZE 824.74 6.40 APPLICATION/ CONSTUCTION/ DETAIL - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1" = 20' PILE: 1" = 4' POPOSED PAVING HUNTINGTON PLACE STA 3+00 TO STA 5+02.12 2017-031-27 5+00 4+00 3+ 27 30

OAD WOK AHEAD IVEVIEW D HUNTINGTON PL ONE LANE OAD AHEAD END OAD WOK PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 ABO INCO POA T ED 18 5 1 IVEVIEW DIVE OLLING CLOSUE STAGE 1 STAGE 2 - PUBLIC SEVICES - ENGINEEING IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT PLAN: 1"=200' AINTENANCE TAFFIC PLAN 2017-031-28 28 30

:NONE ABO INCO POA T ED 18 5 1 - PUBLIC SEVICES - ENGINEEING 2017-031-29 IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT SUAY QUANTITIES PUBLIC SEVICES 301 EAST HUON STEET ABO, I 47-8647 29 30

30 30 2017-031-30 PLAN: NONE SOIL BOING LOG INFOATION IVEVIEW DIVE SANITAY SEWE AND WATE AIN EXTENSION POJECT - PUBLIC SEVICES - ENGINEEING O CO 1 A NN ND E D 18 2 4 P O A T E D 18 5 FO U IN F A BO C IT Y 301 EAST HUON STEET ABO, I 47-8647 PUBLIC SEVICES Know what'sbelow.