kingsley street€¦ · v.0.01 - v.1.08 555 s. saginaw street, suite 201 flint, mi 48502 city of...

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DOWNTOWN DEVELOPMENT AUTHORITY

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DECEMBER 10TH, 2019SHEET TITLE

G1.02 GENERAL NOTES (SMITHGROUP)

V.0.01 - V.1.08

555 S. Saginaw Street, Suite 201Flint, MI 48502

CITY OF ANN ARBOR

Ashley St.

NORTH

NOTES:

THE UNDERGROUND LOCATIONS SHOWN FOR NATURAL GAS, TELEPHONE, ELECTRICALPOWER, CABLE TV AND FIBER OPTIC LINES ARE APPROXIMATE. THE DOWNTOWNDEVELOPMENT AUTHORITY, OR DDA, ASSUMES NO RESPONSIBILITY FOR THEIR ACCURATEREPRESENTATION IN THIS DRAWING. MISS DIG MUST BE CONTACTED PRIOR TOCONSTRUCTION TO LOCATE THESE UTILITIES.

BID DOCUMENTSSHEET INDEX

SHEET #

TOPOGRAPHIC SURVEY ASHLEY STREET (SMITHGROUP)

810.235.2555www.wadetrim.com

G.1.01 COVER SHEET (SMITHGROUP)

ONTEC

ATIPRLOC

OJ

G.1.01

201 DEPOT STREETANN ARBOR, MI 48104734.662.4457www.smithgroup.com

C.2.01 ALIGNMENT SHEET (WADE TRIM)

C.3.01 - C.3.02 TYPICAL CROSS SECTION SHEETS (WADE TRIM)

C.4.01 SOIL EROSION AND SEDIMENTATION CONTROL DETAILS (WADE TRIM)

C.5.01 - C.5.06 DEMOLITION PLAN (SMITHGROUP)

C.6.01 - C.6.07 STREETSCAPE LAYOUT & MATERIALS PLAN (SMITHGROUP)

C.7.01 - C.7.07 ROAD CONSTRUCTION PLAN AND PROFILE SHEETS (WADE TRIM)

C.801 PROPOSED WATER MAIN IMPROVEMENTS PLAN AND PROFILE (WADE TRIM)

C802 WATER MAIN DETAILS (WADE TRIM)

C.9.01 - C.9.01 GRADING PLAN (SMITHGROUP)

C.10.01 - C.10.07 SIGNAGE AND STRIPPING PLAN (SMITHGROUP)

C.11.01 - C.11.02 SITE DETAILS (SMITHGROUP)

C.12.01 - C.12.18 TRAFFIC SIGNAL PLANS (WADE TRIM)

C.13.01 - C.13.04 SOIL BORING LOG SHEETS (WADE TRIM)

E.1.01 - E1.02 ELECTRICAL PLAN (SMITHGROUP)

E.5.01 - E5.02 ELECTRICAL DETAILS (SMITHGROUP)

L.0.01 PLANTING LIST & DETAILS (SMITHGROUP)

C.7.08 STORM SEWER DETAILS (WADE TRIM)

AutoCAD SHX TextCATHERINE ST

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AutoCAD SHX TextFOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE

AutoCAD SHX TextA MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS,

AutoCAD SHX TextAREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED.

AutoCAD SHX TextTHE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS

AutoCAD SHX TextSTA. 39+68

AutoCAD SHX Text0.XX MILES

AutoCAD SHX TextSTA. 00+00

AutoCAD SHX TextBID NO. ITB # DDA20-01

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AutoCAD SHX TextWHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

AutoCAD SHX TextSUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN

AutoCAD SHX TextMEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE

AutoCAD SHX TextWITH PUBLIC ACT 53, THE CONTRACTOR SHALL DIAL 1-800-482-7171

AutoCAD SHX TextPROJECT LENGTH

AutoCAD SHX TextP.O.B. (N ASHLEY ST)

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DRAWING NO.

SCALE INCH

ASHLEY ST STREETSCAPE - CITY OF ANN ARBOR

BENCHMARK BOOK

SURVEYREV. NO. DESCRIPTION DR.BYDATE CH.BY

50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


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100% DESIGN 11-27-2019XXX

0 1

GENERAL NOTES

PERMITS REQUIRED TO BE OBTAINED BY THE CONTRACTORPRIOR TO THE BEGINNING OF CONSTRUCTION.

PERMIT ISSUING AUTHORITYLANE CLOSURE PERMIT* CITY OF ANN ARBOR

PROJECT MANAGEMENT UNIT

"NO PARKING" SIGNS PERMIT* CITY OF ANN ARBORPROJECT MANAGEMENT UNIT

GRADING/SOIL EROSION & SEDIMENTATION CONTROLPERMIT*

CITY OF ANN ARBORCUSTOMER SERVICE

RIGHT-OF-WAY PERMIT* CITY OF ANN ARBORCUSTOMER SERVICE

MAIN STREET AND HURON STREET RIGHT-OF-WAY PERMIT* MDOT

FLOODPLAIN PERMIT EGLE

* NO COST TO CONTRACTOR

CONTACT INFORMATIONPUBLIC UTILITIES OWNER CONTACT

WATER CITY OF ANN ARBORFIELD OPERATIONS SERVICE UNITW.R. WHEELER SERVICE CENTER4251 STONE SCHOOL ROADANN ARBOR, MI 48108

(734) 794-6350

SANITARY

STORM

FORESTRY

SIGNSSIGNALSSTREET LIGHTS

(743) 794-6361

ALLEN CREEK DRAIN WASHTENAW COUNTY WATER RESOURCECOMMISSIONER705 N ZEEB ROADP.O. BOX 8645ANN ARBOR, MI 48107

(734) 222-6860

PRIVATE UTILITIES OWNER CONTACTGAS DTE ENERGY

17150 ALLEN RD.MELVINDALE, MI 48122

JACK WHYATT(313) 701-1355

ELECTRIC DTE ENERGYWESTERN WAYNE SERVICE CENTER8001 HAGGERTY ROADBELLEVILLE, MI 48111

CLAY COMBEE(734) 397-4112

CABLE COMCAST27800 FRANKLIN ROADSOUTHFIELD, MI 48034

RON SUTHERLAND(313) 999-8300

PHONE AT&T550 S. MAPLE ROADANN ARBOR, MI 48103

BRIAN BERRY(734) 996-2135

STEAM/MISC UTILITIES UNIVERSITY OF MICHIGAN

FIBER OPTIC MCI2800 N. GLENFILLE ROADRICHARDSON, TX 75082

DEAN BOYERS(972) 729-6016

ABBREVIATIONS WATER MAIN CONSTRUCTION NOTES

G1.02

1. This project is being completed by the Ann Arbor Downtown DevelopmentAuthority (DDA) and is located in the City of Ann Arbor (City). The HuronStreet right-of-way is under the jurisdiction of the Michigan Department ofTransportationÐMDOT). All work in MDOT ROW shall be in accordance to the2012 Standard Specification for Construction.

2. The Construction covered by these plans shall conform to the 1994 edition ofthe City of Ann Arbor Public Services Department Standard Specificationsand its details which are included by reference.

3. The omission of any current Standard Detail does not relieve the Contractorfrom this requirement. The work shall be performed in complete conformancewith the current Public Services Standard Specifications and Details.

4. Driveways and entrances to buildings, real property, and the like shall not beblocked except for short durations and only when approved by the Engineer.Vehicular and pedestrian access shall be maintained at all times. It shall bethe Contractor's responsibility to coordinate all necessary driveway closureswith the property owner(s) and resident(s) in the areas of construction.

5. The location and depth of all existing utilities and service leads are to be fieldverified by the Contractor prior to construction.

6. Location and depth of utilities as depicted on the plans is approximate andshown according to the best information available. It is the Contractor'sresponsibility to excavate ahead and adjust depth of conflict utilitiesaccordingly. Any damage to utilities is the Contractor's responsibility to avoidand/or repair as necessary.

7. The Contractor is to take special care to protect the existing water main andbe responsible for maintaining consistent water service.

8. During non-working hours no trench shall remain open; any open trench shallbe properly secured with protective fencing. This work shall be included inthe item of work "General Conditions".

9. Trenches for new water services shall be excavated to MIOSHA and City ofAnn Arbor Field Services requirements.

10. City of Ann Arbor Field Services will install the corporation and copper servicelead(s) to transfer the connection(s). If an existing water service is found tobe failing or is not copper, the lead will be replaced to the curb box by FieldServices.

11. For the installation of corporations, or any other related activities, theContractor shall not receive additional compensation for delays due to thescheduling of or coordination with the City of Ann Arbor Field Services.

12. The Contractor shall backfill trenches in accordance with Trench Detailspecified on plans. This work shall be included in the item of work "Excavateand Backfill for Water Service Tap and Lead". All concrete removals andreplacements required for this work will be paid for separately.

13. All ductile iron pipe and fittings shall be polyethylene wrapped perANSI/AWWA C105/A21.5.

14. Cor-blu bolts to be used at all mechanical water main joints at hydrants andMegalug fittings

15. The Contractor shall construct, flush, and bacteriologically test the water mainper Detailed Specification "Water Main Installation and Testing" and asapproved by the Engineer. All chlorinated water shall be discharged directlyinto an approved sanitary sewer. The Contractor shall supply all necessaryhoses, fittings and the like to accomplish this work.

16. Water main fittings, other than those specifically listed as separate pay items,which are required to complete the work, such as blow-off assemblies,concrete thrust blocks, solid sleeves and mechanical plugs, shall not be paidfor separately, but shall be included in the pipe pay items.

17. Line stops shall be installed where existing water mains cannot be sufficientlyisolated to complete the work. The cost of any line stop is the responsibility ofthe contractor and/or the DDA.

18. "No Parking" signs shall be installed by the Contractor at locations asapproved or directed by the Engineer. All signs shall be installed inaccordance with the detailed specifications.

19. Postal delivery and refuse pickup service shall be maintained at all times bythe Contractor.

20. All light poles, luminaires, signs, fittings, hydrants, valves and castingsremoved during construction are the property of the City of Ann Arbor. TheContractor within 48 hours shall deliver to City of Ann Arbor Field Operationsand Maintenance Facility at the W.R. Wheeler Service Center located at 4251Stone School Road.

21. Where street curbs are undermined due to construction activities, they shallbe removed and replaced as directed by the Engineer.

22. The Contractor shall be responsible for the continuous maintenance of thetemporary road surface and soil erosion control measures within theconstruction area until the full completion of the project. This work shall beincluded in the item of work "General Conditions".

23. All new and existing storm inlets within the project shall have inlet filterprotection for the duration construction.

24. All curb, sidewalk, driveway approach removals shall be approved byEngineer before the work is done.

25. Sawed sewer pipe connections shall be coupled with a Fernco flexiblecoupling and a stainless steel shear ring.

26. The location of material stock piles and on-site staging areas to be approvedby the Engineer.

27. For mainline paving, the width of the mat for each pass of the paver shall be

not less than 10.5' or greater than 15', as directed by the Engineer. TheEngineer will direct the layout of the longitudinal joints during construction.

28. All structures shall receive new castings as directed by the Engineer, asspecified on the standard casting schedule. The existing castings are theproperty of the City of Ann Arbor. The Contractor shall deliver to City of AnnArbor Field Operations and Maintenance Facility at the W.R. Wheeler ServiceCenter located at 4251 Stone School Road.

29. Payment for drainage structure sumps, where specified, shall be included inthe payment for the various drainage structure sizes and or types.

30. Where sewer pipes of different sizes or materials are joined, Fernco flexiblecouplings with stainless steel shear rings shall be used. The Contractor'spurchase price for these devices, including shipping, shall be paid as an extra.Prior to payment for this item, the Contractor shall submit receipts for theEngineer's review and approval. All other costs associated with the installationof these devices shall be included in the payment for the sewer.

31. Where sewer and water main are to be removed & replaced or added, all pipeshall be installed using Trench Detail detailed in the specifications or shownon Plans. Backfill for sewer and water construction shall be MDOT GranularMaterial, Class II, Modified.

32. Existing street name, guide, and regulatory signs, and mailboxes whichconflict with the proposed construction shall be removed prior to construction,stored in a manner which will prevent damage, and re-set in locations asdirected by the Engineer. This work will not be paid for separately, but shallbe included in "Machine Grading, Modified"

33. Pavement markings disturbed as a result of pavement cuts or constructionactivities shall be replaced as directed by Project Management. Replacementduring construction of the project may be considered temporary, with finalpavement marking restoration to occur at the end of the project.

34. The contractor shall take all necessary precautions to protect the existingpublic road pavement. Damage to the public road pavement during the courseof construction may necessitate milling and resurfacing of the damaged areasprior to acceptance.

35. Detour signage that have two street name plaques under them must have aminimum bottom height of 6 feet. The minimum sign bottom height for signs ina curb/gutter area without plaques underneath is 7 feet.

36. Access to all residential and commercial driveways must be maintained at alltimes.

37. All traffic control devices and their usage must conform to the MichiganManual of Uniform Traffic Control Devices (MMUTCD), 2011 edition.

38. During the lane closures access for emergency vehicles (fire, ambulance,police) must be maintained to adjacent homes, businesses, and subdivisionsat all times.

39. Temporary warning, regulatory, and guide signs not required for a particularlane or shoulder closure must be removed, covered, or laid down with the legsremoved.

40. All existing pavement markings that are removed for traffic control orobliterated during construction operations must be replaced with Waterbornemarkings.This includes the Special markings - Overlay Cold Plastic - (specialemphasis crosswalk arrows, 24 inch stop bar).

41. Any MDOT signs that are removed for traffic control or obliterated duringconstruction operations must be replaced in kind on new supports.

42. All sign materials and supports must meet NCHRP-350 crash worthyrequirements.

43. In areas where edge drain cannot be installed in accordance with city of AnnArbor detail SD-TD-11, the edge drain shall be installed at the depth asindicated on the plans, or as directed by engineer. In no case shall the edgedrain will be installed at a grade less than 0.50% or at a depth of less than 2'below top of proposed pavement.

44. Contractor shall not store or place equipment and/or materials inside drip lineof any city tree. Mechanical damage to city owned tree. Mechanical damageto city owned trees (I.E. bark damage, branch breakage) is not permitted.Contractor is responsible for properly pruning trees to prevent damage. Ifbranches greater than 2" in diameter require pruning, contractor to contactforestry for consultation and evaluation at (734) 794-6320. No roots of thecity-owned trees grater than 2 inches in diameter are to be cut. If contractorencounters city-owned trees with roots greater than 2 inches in diameter thatthey determine need to be cut. Contact forestry immediately for evaluation. alltrenching and bore pits of any kind shall be clear of tree drip lines. If anycity-owned street trees are damaged by this work, the contractor must contactforestry as soon as possible so that the damage can be assessed. Contractorwill be responsible for all costs associated with damage remediation.

PERMITS REQUIRED TO BE OBTAINED BY THE CITY OF ANNARBOR PRIOR TO THE BEGINNING OF CONSTRUCTION.

PERMIT ISSUING AUTHORITYM.D.E.Q. WATER MAIN CONSTRUCTIONPERMIT

MICHIGAN DEPARTMENT OFENVIRONMENTAL QUALITY

OMEGA RAIL PERMIT OMEGA RAIL MANAGEMENT, INC.

WASHTENAW COUNTY WATER RESOURCE COMMISSIONERPERMIT

WASHTENAW COUNTY WATER RESOURCE COMMISSIONER

CONSTRUCTION NOTES1. See erosion control sheets for details on placement, maintenance, and

removal of erosion control items.2. The contractor shall carefully protect from damage or injury during

construction operations all utilities, site features, landscaping, and other itemsnot designated for removal or abandonment. Payment for protection of utilitiesincluded in "general conditions, max". Existing facilities not designated forremoval or abandonment, but which are damaged by the contractor'soperation shall be repaired or replaced by the contractor at his sole expense,as determined by the engineer.

3. The existing utilities shown on these plans represent the best informationavailable as obtained through surveys and/or existing plans. This informationdoes not relieve the contractor of the responsibility to be satisfied as to itsaccuracy and the location of existing utilities. If storm or watermains crossother utilities, contact their respective owners for information on how toproceed. Payment for the coordination efforts and associated items shall beincluded in associated proposed storm or watermain items and shall not bepaid for separately.

4. The contractor shall carefully protect from damage or injury the existing watermain during construction operations. Any damage to this facility by thecontractor's operation shall be repaired or replaced by the contractor at hisexpense, as determined by the engineer. Payment for protection of theexisting water main will not be paid for separately, but shall be included in theitem of work "general conditions, max".

5. The contractor shall not remove or damage existing sanitary sewer or watermain leads for ease of constructing other aspects of work. The contractorshall carefully protect all leads from damage or injury.

6. The construction covered by these plans shall conform to the city of AnnArbor public services department standard specifications which are includedby reference. The omission of any current standard detail does not relieve thecontractor from the requirement. The work shall be performed in completeconformance with current public service department standard specificationsand details.

7. All water main shall be thickness class 50 ductile iron water main,cement-lined (double thickness), with polywrap unless noted otherwise.

8. Restrained joint systems shall be utilized on all water main. Restrained jointgasket systems are to be used. (field-lok 350 by u.s. pipe, fast-grip byAmerican ductile iron pipe, or approved equal)

9. All water main to have 5.5 feet of cover. Maintain a minimum of 18-inchvertical clearance for storm and sanitary crossings and a minimum of 12-inchvertical clearance with all other utilities.

10. Unless otherwise noted, the contractor shall utilize standard pipe deflectionsfor following the proposed alignment.

11. New fire hydrants shall be EJIW 5br with one 5-inch integral Storz connectionand one 3-3/8"x7.5" pumper nozzle. Hydrants shall have 5.5 feet of cover.

12. Fire hydrant assemblies shall include all necessary hydrant extensions, thrustblocks, pipe and fittings, including adjustment of the companion valve. Firehydrant assembly includes 6-inch companion valve located three feet fromthe hydrant.

13. All water main trench backfill shall be MDOT class II granular material (seeutility trench type i detail).

14. Connections to the existing water main shall not be made until the new mainhas been successfully tested and has passed all hydrostatic andbacteriologicaltesting. Final connections shall be coordinated with the engineer.

15. The contractor shall perform all water system shut downs after appropriatenotification to those affected and approval has been granted by the engineer.

16. Water services shown represent the best information available based onrecords. It is the contractor's responsibility to coordinate with the city inlocating, verifying and reconnecting all existing active services.

17. All line stop locations shall be determined by the city engineer as needed.This item of work shall be paid for as "line stop, ductile iron pipe, _-inch."

18. Water main connections to existing are not paid separately but shall beincluded in water main pay items. cut and caps/plugs of existing mains asindicated on drawings or as directed by engineer shall be included in watermain abandonment pay items.

AutoCAD SHX TextABOVE

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AutoCAD SHX TextANSI

AutoCAD SHX TextAMERICAN NATIONAL STANDARDS INSTITUTE

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AutoCAD SHX TextAMERICAN SOCIETY FOR TESTING AND MATERIALS

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AutoCAD SHX TextBENCHMARK

AutoCAD SHX TextBIT

AutoCAD SHX TextBITUMINOUS

AutoCAD SHX TextBLDG

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AutoCAD SHX TextBOTTOM OF FOOTING

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AutoCAD SHX TextBOTTOM OF SWALE

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AutoCAD SHX TextBOTTOM OF WALL (FINISH GRADE)

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AutoCAD SHX TextCATCH BASIN

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AutoCAD SHX TextCAST IRON PIPE

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AutoCAD SHX TextCORRUGATED METAL PIPE

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AutoCAD SHX TextEXISTING GRADE

AutoCAD SHX TextELEV

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AutoCAD SHX TextEDGE OF METAL (EDGE OF GUTTER)

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AutoCAD SHX TextFM

AutoCAD SHX TextFORCE MAIN

AutoCAD SHX TextFT

AutoCAD SHX TextFOOT, FEET

AutoCAD SHX TextFURN

AutoCAD SHX TextFURNISHING

AutoCAD SHX TextG

AutoCAD SHX TextGALV

AutoCAD SHX TextGALVANIZED

AutoCAD SHX TextGAS

AutoCAD SHX TextNATURAL GAS

AutoCAD SHX TextG/C:

AutoCAD SHX TextGUTTER OF CURB (FLOWLINE)

AutoCAD SHX TextGVL

AutoCAD SHX TextGRAVEL

AutoCAD SHX TextH

AutoCAD SHX TextH

AutoCAD SHX TextHIGH

AutoCAD SHX TextHB

AutoCAD SHX TextHOSE BIBB

AutoCAD SHX TextHCAP

AutoCAD SHX TextADA HANDICAP

AutoCAD SHX TextHDPE

AutoCAD SHX TextHIGH-DENSITY POLYETHYLENE

AutoCAD SHX TextHMA

AutoCAD SHX TextHOT MIX ASPHALT

AutoCAD SHX TextHORZ

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AutoCAD SHX TextHIGH POINT

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AutoCAD SHX TextI

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AutoCAD SHX TextINNER DIAMETER

AutoCAD SHX TextIN

AutoCAD SHX TextINCH, INCHES

AutoCAD SHX TextINCL

AutoCAD SHX TextINCLUDE, INCLUDING

AutoCAD SHX TextINL

AutoCAD SHX TextINLET

AutoCAD SHX TextINV:

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AutoCAD SHX TextIRR

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AutoCAD SHX TextM

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AutoCAD SHX TextMATL

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AutoCAD SHX TextMAX

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AutoCAD SHX TextMOD

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AutoCAD SHX TextN

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AutoCAD SHX TextNORTH, NORTHING COORDINATE

AutoCAD SHX TextNA

AutoCAD SHX TextNOT APPLICABLE

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AutoCAD SHX TextPT

AutoCAD SHX TextPOINT, POINT OF TANGENCY (POT)

AutoCAD SHX TextPVC

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AutoCAD SHX TextPVI

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AutoCAD SHX TextPVMT

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AutoCAD SHX TextPWR

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AutoCAD SHX TextQ

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AutoCAD SHX TextR

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AutoCAD SHX TextDELTA

TOPOGRAPHIC SURVEYSURVEYOR'S NOTES

SMITHGROUP, INC.

CERTIFICATE

0 400'200'100'

SCALE 1" = 200'

FLOODPLAIN NOTE

WILLIAM STREET

ASHL

EY S

TREE

T

FIRS

T ST

REET

LIBERTY ST.

KINGSLEY STREET

DOWNTOWNANN ARBOR

SURVEY CONTENTS

SEE FLOODPLAINNOTE BELOW

SURVEY LEGEND

699

1"=20'

V.1.08

TOPOGRAPHIC SURVEY ASHLEY STREETDRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

BENCHMARK TABLE

CONTROL POINT TABLE

ALIGNMENT POINT TABLESASHLEY STREET

1"=20'

V.1.08


SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

”

”

”

”

”

”

”

”

”

”

”

”

” ASHLEY STREET

KING

SLEY

ST.

100-YR. FLOODPLAIN

500-YR. FLOODPLAIN OVERLAY

ZONE X

ZONE AE

OVERLAY

”

”

”

”

”

”

”

”

”

”

”

”

” ASHLEY STREET

KING

SLEY

ST.

100-YR. FLOODPLAIN


ZONE X

ZONE AE

OVERLAY

V.3.1: GRADE VIEW (0+00 POB - 5+00)

V.3.1: UTILITY VIEW (0+00 POB - 5+00)

MATC

HLIN

E

SE

E SH

EET

V.3.2

MATC

HLIN

E

SE

E SH

EET

V.3.2

SEE SHEET V.4.1FOR KINGSLEY ST.




1"=20'

V.1.01

TOPOGRAPHIC SURVEY ASHLEY STREET

ONLY

ONLY

”

”

”

”

” ” ”

”

”

ASHLEY STREET

ANN

ST.

MILL

ER S

T.

ONLY

ONLY

”

”

”

”

” ” ”

”

”

ASHLEY STREET

ANN

ST.

MILL

ER S

T.

V.3.2: GRADE VIEW (5+00 - 10+50)

V.3.2: UTILITY VIEW (5+00 - 10+50)

MATC

HLIN

E

SEE

SHE

ET V

.3.3

MATC

HLIN

E

SEE

SHE

ET V

.3.1

MATC

HLIN

E

SEE

SHE

ET V

.3.3

MATC

HLIN

E

SEE

SHE

ET V

.3.1

1"=20'

V.1.02


ONLY

”

”

”

”

”

”

”

”

”

”

”

”

”

”

HURO

N ST

.

ASHLEY STREET

PP

ONLY

”

”

”

”

”

”

”

”

”

”

”

”

”

”

HURO

N ST

.

ASHLEY STREET

PP

V.3.3: GRADE VIEW (10+50 - 15+50)

V.3.3: UTILITY VIEW (10+50 - 15+50)

MATC

HLIN

E

SEE

SHE

ET V

.3.4

MATC

HLIN

E

SE

E SH

EET

V.3.2

MATC

HLIN

E

SEE

SHE

ET V

.3.4

MATC

HLIN

E

SE

E SH

EET

V.3.2

1"=20'

V.1.03


ONLYONLY

”

”

”

”

”

”

”

”

LIBER

TY S

T.

P

P

WAS

HING

TON

ST.

ASHLEY STREET

”

ONLYONLY

”

”

”

”

”

”

”

”

LIBER

TY S

T.

P

P

WAS

HING

TON

ST.

ASHLEY STREET

”

V.3.4: GRADE VIEW (15+50 - 21+00)

V.3.4: UTILITY VIEW (15+50 - 21+00)

MATC

HLIN

E

SE

E SH

EET

V.3.5

MATC

HLIN

E

SE

E SH

EET

V.3.3

MATC

HLIN

E

SE

E SH

EET

V.3.5

MATC

HLIN

E

SE

E SH

EET

V.3.3

1"=20'

V.1.04


”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

ASHLEY STREET

PP

WILL

IAM

ST.

P P

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

”

ASHLEY STREET

PP

WILL

IAM

ST.

P P

V.3.5: GRADE VIEW (21+00 - 26+50)

V.3.5: UTILITY VIEW (21+00 - 26+50)

MATC

HLIN

E

SE

E SH

EET

V.3.6

MATC

HLIN

E

SE

E SH

EET

V.3.4

MATC

HLIN

E

SE

E SH

EET

V.3.6

MATC

HLIN

E

SE

E SH

EET

V.3.4

1"=20'

V.1.05


JEFF

ERSO

N ST

.

ASHLEY STREET

JEFF

ERSO

N ST

.

ALLEN C

REEK DR

AIN

ALLEN

CREE

K DRA

IN

ALLEN CREEK D

RAIN

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE

X

ZONE X

ZONE

X

ZONE AE

100-

YR. F

LOOD

PLAI

N OV

ERLA

Y

500-

YR. F

LOOD

PLAI

N OV

ERLA

Y

ZONE

AE

JEFF

ERSO

N ST

.

ASHLEY STREET

JEFF

ERSO

N ST

.

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE

X

ZONE X

ZONE

X

ZONE AE

100-

YR. F

LOOD

PLAI

N OV

ERLA

Y

500-

YR. F

LOOD

PLAI

N OV

ERLA

Y

ZONE

AE

V.3.6: GRADE VIEW (26+50 - 31+50)

V.3.6: UTILITY VIEW (26+50 - 31+50)

MATC

HLIN

E

SE

E SH

EET

V.3.7

MATC

HLIN

E

SE

E SH

EET

V.3.5

MATC

HLIN

E

SE

E SH

EET

V.3.7

MATC

HLIN

E

SE

E SH

EET

V.3.5

1"=20'

V.1.06


R R

”

”

JEFF

ERSO

N ST

.

ASHLEY STREET

JEFF

ERSO

N ST

.

ALLEN C

REEK DR

AIN

100-YR

. FLOO

DPLAI

N OVE

RLAY

500-YR

. FLOO

DPLAI

N OVE

RLAY

ZONE X

ZONE AEZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE AE

R R

”

”

JEFF

ERSO

N ST

.

ASHLEY STREET

JEFF

ERSO

N ST

.

ALLEN C

REEK DR

AIN

100-YR

. FLOO

DPLAI

N OVE

RLAY

500-YR

. FLOO

DPLAI

N OVE

RLAY

ZONE X

ZONE AEZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE AE

V.3.7: GRADE VIEW (31+50 - 36+50)

V.3.7: UTILITY VIEW (31+50 - 36+50)

MATC

HLIN

E

SE

E SH

EET

V.3.8

MATC

HLIN

E

SE

E SH

EET

V.3.6

MATC

HLIN

E

SE

E SH

EET

V.3.8

MATC

HLIN

E

SE

E SH

EET

V.3.6

1"=20'

V.1.07


”

MADI

SON

ST.

ASHLEY STREETASHLEY STREET

100-YR

. FLOO

DPLAI

N OVE

RLAY

500-YR

. FLOO

DPLAI

N OVE

RLAY

ZONE X

ZONE AE

”

MADI

SON

ST.

ASHLEY STREETASHLEY STREET

100-YR

. FLOO

DPLAI

N OVE

RLAY

500-YR

. FLOO

DPLAI

N OVE

RLAY

ZONE X

ZONE AE

V.3.8: GRADE VIEW (36+50 - 40+34 POE)

V.3.8: UTILITY VIEW (36+50 - 40+34 POE)

MATC

HLIN

E

SE

E SH

EET

V.3.7

MATC

HLIN

E

SE

E SH

EET

V.3.7

1"=20'

V.1.08


SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

DRAWING NO.

SCALE INCH

ASHLEY STREET - CITY OF ANN ARBOR

BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN

12-10-19BID DOCUMENTS

C.2.01

ALIGNMENT SHEET 1"=20'

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.3.01

TYPICAL CROSS SECTION SHEET 1

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


C.3.02

TYPICAL CROSS SECTION SHEET 2

·

·

·

·

·

·

INSTALLATION DETAIL

SIDE VIEW INSTALLED

SILTSACK DETAIL

REGULAR FLOW SILTSACK

HI-FLOW SILTSACK

OIL-ABSORBANT SILTSACK

MULCH BLANKET DETAIL

SILT FENCE SD-EC-3

FRONTVIEW

SECTIONA-A

SECTIONB-B

PLANVIEW

C.4.01

SOIL EROSION ANDSEDIMENTATION CONTROL DETAILS

NONE

DRAWING NO.

SCALE INCH


BENCHMARK BOOK



R

11-01-1990% DESIGN

08-30-1950% DESIGN


ONLY

ONLY

P

6+00

7+00

8+00

9+00

10+0

0

11+0

0

ASHLEY STREET

ANN

ST.

MILL

ER S

T.6+

00

7+00

8+00

9+00

10+0

0

11+0

0

STA: 8+04.34OFF: 0.00'

STA: 8+27.66OFF: 31.48'

STA: 6+80.05OFF: 17.46'

STA: 7+13.85OFF: 17.17'

STA: 8+04.34OFF: 21.13'

STA: 9+30.06OFF: -0.06'

STA: 9+30.01OFF: -45.55' STA: 9+47.50

OFF: -45.47'

STA: 9+10.31OFF: 52.70'

STA: 9+48.17OFF: 51.56'

STA: 9+96.89OFF: 22.94'

STA: 9+96.94OFF: -18.48'

STA: 8+11.89OFF: 31.42'

STA: 7+07.99OFF: 31.48'

STA: 6+88.06OFF: 31.54'

9 14"

5 10

4

102

2

2

1 44

4

5

3

4

66

9 15"

9 CURBBOX

9 15"

9 15"

9 CURB BOX

9 CURB BOX

9 BIKE HOOP

9 POLE8 SALVAGE STOP SIGN/ REMOVE ONE-WAY SIGN

8 SALVAGE STOP SIGN/ REMOVE ONE-WAY SIGN

8 SIGN

MATC

HLIN

E, S

HEET

C.5.

01

MATC

HLIN

E, S

HEET

C.5.

02

8 SIGN

8 SIGN

8 SIGN

8 SIGN8 SIGN

8 SIGN

8 SALVAGE STOP SIGN/ REMOVE ONE-WAY SIGN

8 SIGN

8 SALVAGE

8 SALVAGE

1

2

3

4

5

6

7

8

9

10

PROPERTY LINE, TYP.

RIGHT-OF-WAY LINE, TYP.

HORIZONTAL ALIGNMENT, TYP.

REMOVE CONCRETE PAVEMENT -ANY THICKNESS, TYP.

20+00

PAVEMENT REMOVAL - FULL DEPTH, TYP.

CLEARING - REMOVE LAWN / GRASS / SHRUB MASS/ ORGANIC MATERIAL / STUMP / ROOT STRUCTURE/ EDGING & DEBRIS, PAID FOR AS MACHINEGRADING, TYP.REMOVE AND SALVAGE BRICK, TYP.

REMOVE OR SALVAGE ITEM, TYP.

PROTECTED ITEM, TYP.

REMOVE FENCE, CONCRETE CURB & GUTTER -ANY TYPE, TYP.APPROXIMATE LOCATION OF SURFACE VAULT,TYP.

11

1. EXTENT OF CURB AND DETAIL REMOVAL TO BE CONFIRMED WITH ENGINEER PRIOR TO REMOVAL. TYPICALLY, CURB AND WALK WILL BE REMOVED TO THE NEAREST JOINT, WHICH IS TO BE SAW CUT FULL-DEPTH PRIOR TO REMOVAL.2. THERE IS NO DEMOLITION WORK FROM KINGSLEY ST TO MILLER ST

GENERAL NOTES:

1"=20'

1

DEMOLITION PLAN 1

PROJECT NORTH

C.5.01DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

LEGEND

AutoCAD SHX TextTIMBER BUMPER

AutoCAD SHX TextLOT 1









AutoCAD SHX Text"ASHLEY TERRACE" WASHTENAW COUNTY CONDOMINIUM SUB'D PLAN NO. 515, 7th AMENDMENT TO M.D. REC'D IN L.5196, P.961, W.C.R.


AutoCAD SHX Text202 MILLER, LLC TIN: 09-09-29-150-00509-09-29-150-005

AutoCAD SHX TextPAPANASTASOPOULOS, P TIN: 09-09-29-149-00809-09-29-149-008

AutoCAD SHX Text"ORIGINAL PLAT OF VILLAGE OF ANN ARBOR" AS REC'D IN TRANSCRIPTS (LIBER T), P.152-153, W.C.R.

AutoCAD SHX TextALECOLE, LLC TIN: 09-09-29-149-00709-09-29-149-007

AutoCAD SHX TextBACHMAN STEVEN & MIKESELL KATHERINE TIN: 09-09-29-149-00609-09-29-149-006

AutoCAD SHX Text209 N ASHLEY, LLC TIN: 09-09-29-149-00509-09-29-149-005

AutoCAD SHX Text201 N ASHLEY, LLC TIN: 09-09-29-149-00409-09-29-149-004


AutoCAD SHX TextCITY OF ANN ARBOR ANN ASHLEY PARKING STRUCTURES TIN: 09-09-29-140-01209-09-29-140-012




AutoCAD SHX Text300 NORTH FIFTH, LLC TIN: 09-09-29-148-008



AutoCAD SHX TextCITY OF ANN ARBOR DDA PARKING - ANN/ASHLEY TIN: 09-09-29-141-030


AutoCAD SHX TextCITY OF ANN ARBOR ANN ASHLEY PARKING STRUCTURES TIN: 09-09-29-141-007

AutoCAD SHX Text(66 FEET WIDE) (ONE-WAY)

AutoCAD SHX Text(66 FEET WIDE)


AutoCAD SHX TextPANEL

AutoCAD SHX TextLANDSCAPING

AutoCAD SHX TextASPHALT



AutoCAD SHX TextASPHALT PARKING

AutoCAD SHX TextLAWN



















AutoCAD SHX TextBRICK




AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA


AutoCAD SHX TextBLOCK WALL

AutoCAD SHX TextCONC.

AutoCAD SHX TextBLDG. OH. (TYP.)

AutoCAD SHX TextCONC. (TYP.)



AutoCAD SHX TextWALL



AutoCAD SHX TextSEE


ONLYP

GAS VALVES NOT ON RECORD MAP

12+0

0

13+0

0

14+0

0

15+0

0

16+0

0

17+0

0

HURO

N ST

.

ASHLEY STREET

WAS

HING

TON

ST.

12+0

0

13+0

0

14+0

0

15+0

0

16+0

0

17+0

0

STA: 14+72.65OFF: -26.91'

STA: 14+72.53OFF: 20.55'

STA: 15+89.23OFF: -37.45'

STA: 16+23.98OFF: -37.32'

STA: 15+68.47OFF: -27.19'

STA: 15+85.15OFF: 60.52'

STA: 16+24.11OFF: 60.09'

10

2

2

2

1

1

44

4

4

4

5

3

9 CURB BOX

9 CURB BOX9 CURB BOX

9 CURB BOX

9 CURB BOX 9 CURB BOX9 CURB BOX

9 CURB BOX

9 CURB BOX

9 CURB BOX

9 POLE

9 POLE

9 POLE

9 POST

8 POLE

8 SIGN8 TREE GRATE

8 SALVAGE

9 HYDRANT9 POLE

9 CURB BOX

8 POLE

9 8"

8 BIKE HOOP

8 4" 8 POLE

8 SALVAGE METER

8 SIGN9 12"

9 HYDRANT

8 POLE

8 SIGN

8 SIGN

9 4"

MATC

HLIN

E, S

HEET

C.5.

01

MATC

HLIN

E, S

HEET

C.5.

02

MATC

HLIN

E, S

HEET

C.5.

02

MATC

HLIN

E, S

HEET

C.5.

03

SIGN

8 SIGN 8 SIGN

8 REMOVE ONE-WAY SIGN ONLY

8 REMOVE ONE-WAY SIGN ONLY

8 SIGN 8 SIGN 8 SIGN

8 SIGN

8 SIGN

8 RELOCATE SIGN

STA: 15+73.46OFF: -37.68'

STA: 16+36.76OFF: -37.28'

8 SALVAGE

8 SALVAGE

8 SALVAGE

9 POST

1

2

3

4

5

6

7

8

9

10

PROPERTY LINE, TYP.




20+00






11


GENERAL NOTES:

1"=20'DEMOLITION PLAN 2

PROJECT NORTH

C.5.02DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

LEGEND

AutoCAD SHX TextHEDGE ROWS

AutoCAD SHX TextPARKING INFO

AutoCAD SHX TextCITY MAP

AutoCAD SHX Text"ASHLEY TERRACE" WASHTENAW COUNTY CONDOMINIUM SUB'D PLAN NO. 515, 7th AMENDMENT TO M.D. REC'D IN L.5196, P.961, W.C.R.




AutoCAD SHX Text"WEST WASHINGTON STREET CONDOMINIUM" WASHTENAW COUNTY CONDOMINIUM SUB'D PLAN NO. 517, 1st AMENDMENT TO M.D. REC'D IN L.4552, P.885, W.C.R.



AutoCAD SHX Text116-120 W HURON, LLC TIN: 09-09-29-141-049






AutoCAD SHX TextHURON ASHLEY LTD PARTNERSHIP TIN: 09-09-29-147-00609-09-29-147-006



AutoCAD SHX TextDAHLMANN FLORIDA CORPORATION TIN: 09-09-29-142-01309-09-29-142-013

AutoCAD SHX TextDEL RIO DE LOS SUENOS, LLC TIN: 09-09-29-142-01509-09-29-142-015



AutoCAD SHX TextTIERRA EQUITIES, LLC TIN: 09-09-29-146-00609-09-29-146-006

AutoCAD SHX TextTEG INVESTMENTS, L.L.C. C/O ARBORSTONE PROPERTIES TIN: 09-09-29-146-00409-09-29-146-004


AutoCAD SHX TextCOOPERATIVE INVESTMENTS, LLC TIN: 09-09-29-143-02409-09-29-143-024

AutoCAD SHX Text123 NET

AutoCAD SHX Text123 NET

AutoCAD SHX TextVAULT SIZE/SHAPE ASSUMED

AutoCAD SHX TextVAULT SIZE/SHAPE ASSUMED



AutoCAD SHX Text(82.5 FEET WIDE)

























AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextASPH.





AutoCAD SHX TextCURB WALL

AutoCAD SHX TextCURB WALL


AutoCAD SHX TextSEE


ONLYP

P

P

P

18+0

0

19+0

0

20+0

0

21+0

0

22+0

0

23+0

0

LIBER

TY S

T.

ASHLEY STREET18+00

19+0

0

20+0

0

21+0

0

22+0

0

23+0

0

STA: 19+18.45OFF: -43.75' STA: 19+57.49

OFF: -42.53'STA: 19+04.24OFF: -37.03'

STA: 19+03.74OFF: 38.02' STA: 19+15.56OFF: 41.81'

STA: 19+56.26OFF: 41.18'

STA: 20+73.70OFF: 20.70'

STA: 20+73.74OFF: -33.61'

10

10

22

4

44

5

3

9 CURB BOX


9 CURB BOX

9 CURB BOX 9 CURB BOX

9 CURB BOX

9 CURB BOX

9 CURB BOX

9 CURB BOX

9 CURB BOX


8 POLE

9 POLE

9 POLE

9 POLE

9 POLE

9 POLE

9 POLE

8 6"

8 4"

8 4"

9 11"

9 11"

POLE

SALVAGE METER 8 SALVAGE METER 8 SALVAGE METER

8 BIKE HOOP

8 BIKE HOOP

8 SALVAGE PAY MACHINE

8 LIGHT

8 LIGHT

8 SIGN

8 SIGN

8 SIGN

9 VAULT

8 SALVAGE

9 HYDRANT

8 SIGN

8 2.5"

8 POST

9 CURB BOX

8 SIGN

8 POLE

8 SALVAGE METER

10

8 SALVAGE

8 SALVAGE8 SALVAGE METER

SIGN

MATC

HLIN

E, S

HEET

C.5.

02

MATC

HLIN

E, S

HEET

C.5.

03

MATC

HLIN

E, S

HEET

C.5.

03

MATC

HLIN

E, S

HEET

C.5.

04

8 POST

8 SIGN

8 SIGN 8 SIGN 8 SIGN 8 SIGN

8 REMOVE HH8 SALVAGE

8 SALVAGE

8 SALVAGE

8 SALVAGE

8 SALVAGE

8 SALVAGE

9 INLET

1

2

3

4

5

6

7

8

9

10

PROPERTY LINE, TYP.




20+00






11


GENERAL NOTES:


PROJECT NORTH

C.5.03DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

LEGEND

AutoCAD SHX TextPARKING MAP









AutoCAD SHX TextJEANNE PROPERTIES, LLC TIN: 09-09-29-146-01309-09-29-146-013

AutoCAD SHX TextJEANNE PROPERTIES, LLC TIN: 09-09-29-146-00309-09-29-146-003



AutoCAD SHX TextCOOPERATIVE INVESTMENTS, LLC TIN: 09-09-29-143-02409-09-29-143-024

AutoCAD SHX TextTHE ASHLEY GROUP, LLC TIN: 09-09-29-143-01609-09-29-143-016

AutoCAD SHX TextPAWLICKI JEROME & INNOCENTIA TRUST TIN: 09-09-29-143-01709-09-29-143-017














AutoCAD SHX TextLIBERTY ASHLEY, LLC TIN: 09-09-29-145-007



AutoCAD SHX TextSECOND WARD PUBLIC HALL, LLC TIN: 09-09-29-145-003

AutoCAD SHX TextASHLEY ST, LLC TIN: 09-09-29-145-001



AutoCAD SHX Text324 S ASHLEY STREET, LLC TIN: 09-09-29-409-003

AutoCAD SHX Text328 SOUTH ASHLEY, LLC TIN: 09-09-29-409-004

AutoCAD SHX TextMARVIN DAVID M III TRUST TIN: 09-09-29-409-005

AutoCAD SHX TextSMH HOLDINGS, LLC TIN: 09-09-29-144-008

AutoCAD SHX TextAA ART ASSOC TIN: 09-09-29-144-007

AutoCAD SHX TextCITY OF ANN ARBOR ASHLEY PARKING LOT TIN: 09-09-29-408-001




















AutoCAD SHX TextSTEPS













AutoCAD SHX TextBRICK WALL






AutoCAD SHX TextSEE


P

P

ALLEN

CREE

K DRA

IN

ZONE AE

ZONE AE

ZONE X

ZONE

X

100-

YR. F

LOOD

PLAI

N OV

ERLA

Y

500-

YR. F

LOOD

PLAI

N OV

ERLA

Y

ZONE

AE

24+0

0

25+0

0

26+0

0

27+0

0

28+0

0

29+0

0

ASHLEY STREET ASHLEY STREET

WILL

IAM

ST.

24+0

0

25+0

0

26+0

0

27+0

0

28+0

0

29+0

0

MATC

HLIN

E, S

HEET

C.5.

03

MATC

HLIN

E, S

HEET

C.5.

04

MATC

HLIN

E, S

HEET

C.5.

04

MATC

HLIN

E, S

HEET

C.5.

05

8 SIGN 8 SIGN 8 SIGN 8 SIGN 8 SIGN 8 SIGN 8 SIGN 8 SIGN

8 SIGN

8 REMOVE STOP SIGN ONLY

1

2

3

4

5

6

7

8

9

10

PROPERTY LINE, TYP.




20+00






11


GENERAL NOTES:


PROJECT NORTH

C.5.04DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

LEGEND

AutoCAD SHX Text"ASHLEY MEWS CONDOMINIUM" WASHTENAW COUNTY CONDOMINIUM SUB'D PLAN NO. 342, 4th AMENDMENT TO M.D. REC'D IN L.4754, P.829, W.C.R.








AutoCAD SHX TextMARVIN DAVID M III TRUST TIN: 09-09-29-409-005

AutoCAD SHX TextA & B, LLC TIN: 09-09-29-409-006

AutoCAD SHX TextA & B, LLC TIN: 09-09-29-409-012

AutoCAD SHX TextCITY OF ANN ARBOR VACANT LOT TIN: 09-09-29-409-011

AutoCAD SHX Text342 SOUTH ASHLEY STREET, LLC TIN: 09-09-29-409-010

AutoCAD SHX TextSPLITT, JOHN & JUDY TIN: 09-09-29-409-009

AutoCAD SHX TextCITY OF ANN ARBOR SURFACE LOT DDA TIN: 09-09-29-408-002









AutoCAD SHX TextAVALON HOUSING, INC TIN: 09-09-29-410-001

AutoCAD SHX TextCITY OF ANN ARBOR PARKING, AVALON HOUSING TIN: 09-09-29-410-003

AutoCAD SHX TextCITY OF ANN ARBOR PARKING, AVALON HOUSING TIN: 09-09-29-410-004

AutoCAD SHX TextSTEPPING STONES PROPERTIES, LLC TIN: 09-09-29-410-005

AutoCAD SHX Text"ANN ARBOR LAND COMPANY'S ADDITION TO THE VILLAGE OF ANN ARBOR" AS REC'D IN L.H, P.486, W.C.R.

AutoCAD SHX Text125 WEST WILLIAM, LLC TIN: 09-09-29-411-036

AutoCAD SHX TextNO OWNER LISTED TIN: 09-09-29-411-900



























AutoCAD SHX TextLSA






AutoCAD SHX TextLSA

AutoCAD SHX TextLSA
























AutoCAD SHX TextLSA




















AutoCAD SHX TextLSA

AutoCAD SHX TextLSA






AutoCAD SHX TextCONC. WALL



AutoCAD SHX TextSEE


R R

ALLEN CR

EEK DRA

IN

ALLEN CREEK DR

AIN

100-YR

. FLOO

DPLAI

N OVER

LAY

500-YR

. FLOO

DPLAI

N OVE

RLAY

ZONE X

ZONE AEZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE

X

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE X

ZONE AE

30+0

0

31+0

0

32+0

0

33+0

0

34+0

0

35+0

0

JEFF

ERSO

N ST

.

ASHLEY STREET

JEFF

ERSO

N ST

.

30+0

0

31+0

0

32+0

0

33+0

0

34+0

0

35+0

0

ASHLEY STREET

MATC

HLIN

E, S

HEET

C.5.

04

MATC

HLIN

E, S

HEET

C.5.

05

MATC

HLIN

E, S

HEET

C.5.

05

MATC

HLIN

E, S

HEET

C.5.

05

SIGN 8 SIGN 8 SIGN

8 SIGN

8 REMOVE STOP & ONE-WAY SIGN, KEEP STREET NAME SIGN

8 SIGN 8 SIGN 8 SIGN 8 SIGN 8 SIGN

8

1

2

3

4

5

6

7

8

9

10

PROPERTY LINE, TYP.




20+00






11


GENERAL NOTES:


PROJECT NORTH

C.5.05DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

LEGENDLEGEND

AutoCAD SHX Text"ASHLEY MEWS CONDOMINIUM" WASHTENAW COUNTY CONDOMINIUM SUB'D PLAN NO. 342, 4th AMENDMENT TO M.D. REC'D IN L.4754, P.829, W.C.R.






AutoCAD SHX TextWOOD, GALEN F TRUST TIN: 09-09-29-410-007

AutoCAD SHX TextLI PEI ZHONG & ZHENG YONG HUI TIN: 09-09-29-411-031

AutoCAD SHX TextZBGK PARTNERSHIP TIN: 09-09-29-411-032




AutoCAD SHX TextKIRBY, CAROLE V TRUST TIN: 09-09-29-412-031

AutoCAD SHX TextASHLEY DEVELOPMENT COMPANY, LLC TIN: 09-09-29-412-030

AutoCAD SHX TextAQRE529, LLC TIN: 09-09-29-412-013

AutoCAD SHX TextAQRE529, LLC TIN: 09-09-29-412-012

AutoCAD SHX TextANN ARBOR ACQUISITION CORPORATION TIN: 09-09-29-412-024

AutoCAD SHX TextANN ARBOR ACQUISITION CORPORATION TIN: 09-09-29-315-001

AutoCAD SHX TextSIMROD-CRUMP TRUST TIN: 09-09-29-413-007

AutoCAD SHX Text520 S ASHLEY STREET, LLC TIN: 09-09-29-413-006

AutoCAD SHX TextMARTZ, PATRICIA TIN: 09-09-29-413-005

AutoCAD SHX TextPOSTMA, CHRISTOPHER & MELANIE TIN: 09-09-29-413-004

AutoCAD SHX TextWEATHERFORD, C TIN: 09-09-29-413-003

AutoCAD SHX TextKHAN FARRIS & PAULINE B C/O BARY KHAN PROPERTIES TIN: 09-09-29-413-001

AutoCAD SHX Text30' WIDE EASEMENT FOR ALLEN CREEK (PARCEL NO. 54) REC'D IN L.526, P.1, W.C.R.

AutoCAD SHX Text30' WIDE EASEMENT FOR ALLEN CREEK (PARCEL NO. 57) REC'D IN L.526, P.1, W.C.R.


















AutoCAD SHX TextLSA









AutoCAD SHX TextLSA


AutoCAD SHX TextLSA

AutoCAD SHX TextDENSE SHRUB GROWTH

AutoCAD SHX TextDENSE SHRUB GROWTH






















AutoCAD SHX TextLSA




AutoCAD SHX TextFLOODWAY PER FIRM OVERLAY

AutoCAD SHX TextFLOODWAY PER FIRM OVERLAY

AutoCAD SHX TextJERSEY BARRIERS

AutoCAD SHX TextTRENCH DRAIN







AutoCAD SHX TextSEE


100-YR

. FLOO

DPLAI

N OVER

LAY

500-YR

. FLOO

DPLAI

N OVE

RLAY

ZONE X

36+0

0

37+0

0

38+0

0

39+0

0

39+6

8

MADI

SON

ST.

ASHLEY STREET ASHLEY STREET36+00

37+0

0

38+0

0

39+0

0

39+6

8

MATC

HLIN

E, S

HEET

C.5.

05

MATC

HLIN

E, S

HEET

C.5.

05

8 SIGN

8 SIGN 8 SIGN 8 SIGN 8 SIGN

1

2

3

4

5

6

7

8

9

10

PROPERTY LINE, TYP.




20+00






11


GENERAL NOTES:


PROJECT NORTH

C.5.06DRAWING NO.

SCALE INCH


BENCHMARK BOOK


50% DESIGN 08-30-2019

90% DESIGN 11-01-2019


R

100% DESIGN 11-27-2019

LEGEND

AutoCAD SHX Text"ANN ARBOR LAND COMPANY'S ADDITION TO THE VILLAGE OF ANN ARBOR" AS REC'D IN L.H, P.486, W.C.R.

AutoCAD SHX Text"HINMAN'S SUBDIVISION" REC'D IN L.1 OF PLATS, P.42, W.C.R.


AutoCAD SHX Text"WILLIAM S. MAYNARDS 2ND ADDITION TO THE CITY OF ANN ARBOR" REC'D IN L.48 OF DEEDS, P.626, W.C.R.


AutoCAD SHX Text602 S ASHLEY, LLC TIN: 09-09-29-414-001

AutoCAD SHX TextSMITH & RAAB, INC TIN: 09-09-29-415-014

AutoCAD SHX TextARSLANIAN, OJEN TIN: 09-09-29-412-021

AutoCAD SHX TextROQUE, FRANCISCO L TIN: 09-09-29-412-020

AutoCAD SHX TextSPALY HOMES, LLC TIN: 09-09-29-412-026

AutoCAD SHX TextSCHLORFF, HELENA TIN: 09-09-29-412-025

AutoCAD SHX TextKASLE-MUTHIG FAMILY LIVING TRUST TIN: 09-09-29-412-018

AutoCAD SHX TextFRIEDMAN, MATTHEW & ELIZABETH TIN: 09-09-29-412-017

AutoCAD SHX TextSTOKES, NANCY MARIE TRUST TIN: 09-09-29-412-016

AutoCAD SHX TextKIRBY, CAROLE V TRUST TIN: 09-09-29-412-031

AutoCAD SHX TextVALTADOROS, TASSOS & WENDY TIN: 09-09-29-413-014

AutoCAD SHX TextDAUGHERTY, EVELYN P & PRINS, JOHANNA TIN: 09-09-29-413-013

AutoCAD SHX TextNEUBAUER, DANIEL & KAORI TIN: 09-09-29-413-012

AutoCAD SHX TextSUNDLING, MARK A TIN: 09-09-29-413-011

AutoCAD SHX TextDHADPHALE, ALKA P & PRAKASH R TIN: 09-09-29-413-010

AutoCAD SHX TextMULLKOFF, DOUGLAS R & EVALDSON, KATHY TIN: 09-09-29-413-009

AutoCAD SHX TextSCHMIDT, THOMAS M & SUSAN W TIN: 09-09-29-413-008

AutoCAD SHX TextSIMROD-CRUMP TRUST TIN: 09-09-29-413-007



AutoCAD SHX TextWOOD PLANTER














AutoCAD SHX TextLSA





























AutoCAD SHX TextSHRUBS

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA

AutoCAD SHX TextLSA





AutoCAD SHX TextSTATION EQUATION: : 39+82.92 BACK = 39+67.77 FORWARD

AutoCAD SHX TextBENCHES

AutoCAD SHX TextBENCH


AutoCAD SHX TextSEE


GAS VALVES NOT ON RECORD MAP

TREE ROW?

100-YR. FLOODPLAIN


ZO

kingsley street€¦ · v.0.01 - v.1.08 555 s. saginaw street, suite 201 flint, mi 48502 city of...

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