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DOWNTOWN DEVELOPMENT AUTHORITY
Know what's below.before you dig.Call
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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
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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
Know what's below.before you dig.Call
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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.
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AutoCAD SHX TextBLDG
AutoCAD SHX TextBUILDING
AutoCAD SHX TextB/F
AutoCAD SHX TextBOTTOM OF FOOTING
AutoCAD SHX TextB/S
AutoCAD SHX TextBOTTOM OF SWALE
AutoCAD SHX TextB/W
AutoCAD SHX TextBOTTOM OF WALL (FINISH GRADE)
AutoCAD SHX TextC
AutoCAD SHX TextCB
AutoCAD SHX TextCATCH BASIN
AutoCAD SHX TextCI
AutoCAD SHX TextCURB INLET
AutoCAD SHX TextCIP
AutoCAD SHX TextCAST IRON PIPE
AutoCAD SHX TextCL
AutoCAD SHX TextCLASS
AutoCAD SHX TextCMP
AutoCAD SHX TextCORRUGATED METAL PIPE
AutoCAD SHX TextCON
AutoCAD SHX TextCONDENSATE
AutoCAD SHX TextCO
AutoCAD SHX TextCLEANOUT
AutoCAD SHX TextCONC
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONTR
AutoCAD SHX TextCONTRACTOR
AutoCAD SHX TextCU FT
AutoCAD SHX TextCUBIC FOOT
AutoCAD SHX TextCURV
AutoCAD SHX TextCURVATURE
AutoCAD SHX TextCU YD
AutoCAD SHX TextCUBIC YARD
AutoCAD SHX TextD
AutoCAD SHX TextDEMO
AutoCAD SHX TextDEMOLISH
AutoCAD SHX TextDEPT
AutoCAD SHX TextDEPARTMENT
AutoCAD SHX TextDIA
AutoCAD SHX TextDIAMETER
AutoCAD SHX TextDIP
AutoCAD SHX TextDUCTILE IRON PIPE
AutoCAD SHX TextDWG
AutoCAD SHX TextDRAWING
AutoCAD SHX TextE
AutoCAD SHX TextE
AutoCAD SHX TextEAST, EASTING COORDINATE
AutoCAD SHX TextEA
AutoCAD SHX TextEACH
AutoCAD SHX TextEG
AutoCAD SHX TextEXISTING GRADE
AutoCAD SHX TextELEV
AutoCAD SHX TextELEVATION
AutoCAD SHX TextE/M
AutoCAD SHX TextEDGE OF METAL (EDGE OF GUTTER)
AutoCAD SHX TextEQ
AutoCAD SHX TextEQUAL
AutoCAD SHX TextEX
AutoCAD SHX TextEXISTING
AutoCAD SHX TextF
AutoCAD SHX TextFF:
AutoCAD SHX TextFINISH FLOOR ELEVATION
AutoCAD SHX TextFG
AutoCAD SHX TextFINISH GRADE
AutoCAD SHX TextFLASH
AutoCAD SHX TextFLASHING
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
AutoCAD SHX TextHORIZONTAL
AutoCAD SHX TextHP
AutoCAD SHX TextHIGH POINT
AutoCAD SHX TextHT
AutoCAD SHX TextHEIGHT
AutoCAD SHX TextI
AutoCAD SHX TextI.D.
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:
AutoCAD SHX TextPIPE INVERT ELEVATION
AutoCAD SHX TextIRR
AutoCAD SHX TextIRRIGATION
AutoCAD SHX TextJ
AutoCAD SHX TextJT
AutoCAD SHX TextJOINT
AutoCAD SHX TextL
AutoCAD SHX TextL
AutoCAD SHX TextLENGTH
AutoCAD SHX TextLF
AutoCAD SHX TextLINEAR FEET
AutoCAD SHX TextLPT
AutoCAD SHX TextLOW POINT
AutoCAD SHX TextLN
AutoCAD SHX TextLANE
AutoCAD SHX TextLT
AutoCAD SHX TextLIGHT
AutoCAD SHX TextLTG
AutoCAD SHX TextLIGHTING
AutoCAD SHX TextM
AutoCAD SHX TextMAS
AutoCAD SHX TextMASONRY
AutoCAD SHX TextMATL
AutoCAD SHX TextMATERIAL
AutoCAD SHX TextMAX
AutoCAD SHX TextMAXIMUM
AutoCAD SHX TextM.E.
AutoCAD SHX TextMATCH EXISTING
AutoCAD SHX TextMED
AutoCAD SHX TextMEDIUM
AutoCAD SHX TextMFR
AutoCAD SHX TextMANUFACTURER
AutoCAD SHX TextMH
AutoCAD SHX TextMANHOLE
AutoCAD SHX TextMIN
AutoCAD SHX TextMINIMUM
AutoCAD SHX TextMISC
AutoCAD SHX TextMISCELLANEOUS
AutoCAD SHX TextMOD
AutoCAD SHX TextMODIFIED
AutoCAD SHX TextN
AutoCAD SHX TextN
AutoCAD SHX TextNORTH, NORTHING COORDINATE
AutoCAD SHX TextNA
AutoCAD SHX TextNOT APPLICABLE
AutoCAD SHX TextNIC
AutoCAD SHX TextNOT IN CONTRACT
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextO
AutoCAD SHX TextO.C.
AutoCAD SHX TextON CENTER
AutoCAD SHX TextO.D.
AutoCAD SHX TextOUTER DIAMETER
AutoCAD SHX TextOFF
AutoCAD SHX TextOFFSET
AutoCAD SHX TextOPT
AutoCAD SHX TextOPTIONAL
AutoCAD SHX TextP
AutoCAD SHX TextPC
AutoCAD SHX TextPOINT OF CURVATURE (POC)
AutoCAD SHX TextPED
AutoCAD SHX TextPEDESTRIAN
AutoCAD SHX TextPERF
AutoCAD SHX TextPERFORATED
AutoCAD SHX TextPERP
AutoCAD SHX TextPERPENDICULAR
AutoCAD SHX TextPLMB
AutoCAD SHX TextPLUMBING
AutoCAD SHX TextPREFAB
AutoCAD SHX TextPREFABRICATED
AutoCAD SHX TextPREP
AutoCAD SHX TextPREPARATION
AutoCAD SHX TextPROJ
AutoCAD SHX TextPROJECTED
AutoCAD SHX TextPROP
AutoCAD SHX TextPROPOSED
AutoCAD SHX TextPSF
AutoCAD SHX TextPOUNDS PER SQUARE FOOT
AutoCAD SHX TextPSI
AutoCAD SHX TextPOUNDS PER SQUARE INCH
AutoCAD SHX TextPT
AutoCAD SHX TextPOINT, POINT OF TANGENCY (POT)
AutoCAD SHX TextPVC
AutoCAD SHX TextPOINT OF VERTICAL CURVATURE, POLYVINYL CHLORIDE
AutoCAD SHX TextPVI
AutoCAD SHX TextPOINT OF VERTICAL INTERSECTION
AutoCAD SHX TextPVMT
AutoCAD SHX TextPAVEMENT
AutoCAD SHX TextPWR
AutoCAD SHX TextPOWER
AutoCAD SHX TextQ
AutoCAD SHX TextQTY
AutoCAD SHX TextQUANTITY
AutoCAD SHX TextR
AutoCAD SHX TextRAD
AutoCAD SHX TextRADIUS
AutoCAD SHX TextRCP
AutoCAD SHX TextREINFORCED CONCRETE PIPE
AutoCAD SHX TextRCPT
AutoCAD SHX TextRECEPTACLE
AutoCAD SHX TextRD
AutoCAD SHX TextROAD
AutoCAD SHX TextREF
AutoCAD SHX TextREFERENCE
AutoCAD SHX TextREINF
AutoCAD SHX TextREINFORCED, REINFORCEMENT
AutoCAD SHX TextREM
AutoCAD SHX TextREMOVE
AutoCAD SHX TextREQD
AutoCAD SHX TextREQUIRED
AutoCAD SHX TextRIM:
AutoCAD SHX TextRIM ELEVATION
AutoCAD SHX TextROW
AutoCAD SHX TextRIGHT OF WAY
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextSOUTH
AutoCAD SHX TextSAN
AutoCAD SHX TextSANITARY SEWER
AutoCAD SHX TextSCH
AutoCAD SHX TextSCHEDULE
AutoCAD SHX TextSECT
AutoCAD SHX TextSECTION
AutoCAD SHX TextSESC
AutoCAD SHX TextSOIL EROSION AND SEDIMENTATION CONTROL
AutoCAD SHX TextSIM
AutoCAD SHX TextSIMILAR
AutoCAD SHX TextSP
AutoCAD SHX TextSPACE, SPACED, SPACING
AutoCAD SHX TextSQ FT
AutoCAD SHX TextSQUARE FEET
AutoCAD SHX TextSQ YD
AutoCAD SHX TextSQUARE YARD
AutoCAD SHX TextST
AutoCAD SHX TextSTREET
AutoCAD SHX TextST LT
AutoCAD SHX TextSTREET LIGHT
AutoCAD SHX TextSTA
AutoCAD SHX TextSTATION
AutoCAD SHX TextSTAG
AutoCAD SHX TextSTAGGER, STAGGERED
AutoCAD SHX TextSTD
AutoCAD SHX TextSTANDARD
AutoCAD SHX TextSTL
AutoCAD SHX TextSTEEL
AutoCAD SHX TextSSL
AutoCAD SHX TextSTAINLESS STEEL
AutoCAD SHX TextSTM
AutoCAD SHX TextSTORM SEWER
AutoCAD SHX TextSTRUCT
AutoCAD SHX TextSTRUCTURAL
AutoCAD SHX TextSUBCONTR
AutoCAD SHX TextSUBCONTRACTOR
AutoCAD SHX TextT
AutoCAD SHX TextT
AutoCAD SHX TextTELECOM
AutoCAD SHX TextT/C
AutoCAD SHX TextTOP OF CURB
AutoCAD SHX TextTEMP
AutoCAD SHX TextTEMPORARY
AutoCAD SHX TextT/F
AutoCAD SHX TextTOP OF FOOTING
AutoCAD SHX TextT/S
AutoCAD SHX TextTOP OF SWALE
AutoCAD SHX TextT/W
AutoCAD SHX TextTOP OF WALL
AutoCAD SHX TextTYP.
AutoCAD SHX TextTYPICAL
AutoCAD SHX TextU
AutoCAD SHX TextUD
AutoCAD SHX TextUNDERDRAIN
AutoCAD SHX TextUTIL
AutoCAD SHX TextUTILITY
AutoCAD SHX TextV
AutoCAD SHX TextV/B:
AutoCAD SHX TextVALVE BOX
AutoCAD SHX TextVERT
AutoCAD SHX TextVERTICAL
AutoCAD SHX TextW
AutoCAD SHX TextW
AutoCAD SHX TextWEST
AutoCAD SHX TextWM
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextW/O
AutoCAD SHX TextWITHOUT
AutoCAD SHX TextWWF
AutoCAD SHX TextWELDED WIRE FABRIC
AutoCAD SHX TextY
AutoCAD SHX TextYD
AutoCAD SHX TextYARD DRAIN
AutoCAD SHX TextSYMBOL
AutoCAD SHX Text
AutoCAD SHX TextDIAMETER
AutoCAD SHX Text±
AutoCAD SHX TextPLUS/MINUS
AutoCAD SHX TextΔ
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
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
Know what's below.before you dig.Call
R
100% DESIGN 11-27-2019
BENCHMARK TABLE
CONTROL POINT TABLE
ALIGNMENT POINT TABLESASHLEY STREET
1"=20'
V.1.08
TOPOGRAPHIC SURVEY ASHLEY STREETDRAWING 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
Know what's below.before you dig.Call
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
500-YR. FLOODPLAIN OVERLAY
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.
SEE SHEET V.4.1FOR KINGSLEY ST.
SEE SHEET V.4.1FOR KINGSLEY ST.
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
TOPOGRAPHIC SURVEY ASHLEY STREET
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
TOPOGRAPHIC SURVEY ASHLEY STREET
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
TOPOGRAPHIC SURVEY ASHLEY STREET
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
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
TOPOGRAPHIC SURVEY ASHLEY STREET
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
TOPOGRAPHIC SURVEY ASHLEY STREET
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
TOPOGRAPHIC SURVEY ASHLEY STREET
”
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
TOPOGRAPHIC SURVEY ASHLEY STREETDRAWING 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
Know what's below.before you dig.Call
R
100% DESIGN 11-27-2019
DRAWING NO.
SCALE INCH
ASHLEY STREET - CITY OF ANN ARBOR
BENCHMARK BOOK
SURVEYREV. NO. DESCRIPTION DR.BYDATE CH.BY
Know what's below.before you dig.Call
R
11-01-1990% DESIGN
08-30-1950% DESIGN
12-10-19BID DOCUMENTS
C.2.01
ALIGNMENT SHEET 1"=20'
DRAWING NO.
SCALE INCH
ASHLEY STREET - CITY OF ANN ARBOR
BENCHMARK BOOK
SURVEYREV. NO. DESCRIPTION DR.BYDATE CH.BY
Know what's below.before you dig.Call
R
11-01-1990% DESIGN
08-30-1950% DESIGN
12-10-19BID DOCUMENTS
C.3.01
TYPICAL CROSS SECTION SHEET 1
DRAWING NO.
SCALE INCH
ASHLEY STREET - CITY OF ANN ARBOR
BENCHMARK BOOK
SURVEYREV. NO. DESCRIPTION DR.BYDATE CH.BY
Know what's below.before you dig.Call
R
11-01-1990% DESIGN
08-30-1950% DESIGN
12-10-19BID DOCUMENTS
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
ASHLEY STREET - CITY OF ANN ARBOR
BENCHMARK BOOK
SURVEYREV. NO. DESCRIPTION DR.BYDATE CH.BY
Know what's below.before you dig.Call
R
11-01-1990% DESIGN
08-30-1950% DESIGN
12-10-19BID DOCUMENTS
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
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
Know what's below.before you dig.Call
R
100% DESIGN 11-27-2019
LEGEND
AutoCAD SHX TextTIMBER BUMPER
AutoCAD SHX TextLOT 1
AutoCAD SHX TextLOT 1
AutoCAD SHX TextLOT 2
AutoCAD SHX TextLOT 3
AutoCAD SHX TextLOT 4
AutoCAD SHX TextLOT 8
AutoCAD SHX TextLOT 7
AutoCAD SHX TextLOT 6
AutoCAD SHX TextLOT 5
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 TextLOT 16
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 Text"ORIGINAL PLAT OF VILLAGE OF ANN ARBOR" AS REC'D IN TRANSCRIPTS (LIBER T), P.152-153, W.C.R.
AutoCAD SHX TextCITY OF ANN ARBOR ANN ASHLEY PARKING STRUCTURES TIN: 09-09-29-140-01209-09-29-140-012
AutoCAD SHX TextLOT 7
AutoCAD SHX TextLOT 8
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 Text300 NORTH FIFTH, LLC TIN: 09-09-29-148-008
AutoCAD SHX TextLOT 5
AutoCAD SHX TextLOT 6
AutoCAD SHX TextCITY OF ANN ARBOR DDA PARKING - ANN/ASHLEY TIN: 09-09-29-141-030
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 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 Text(66 FEET WIDE)
AutoCAD SHX TextPANEL
AutoCAD SHX TextLANDSCAPING
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextLAWN
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextBRICK
AutoCAD SHX TextBLOCK WALL
AutoCAD SHX TextCONC.
AutoCAD SHX TextBLDG. OH. (TYP.)
AutoCAD SHX TextCONC. (TYP.)
AutoCAD SHX TextBLDG. OH. (TYP.)
AutoCAD SHX TextBLDG. OH. (TYP.)
AutoCAD SHX TextWALL
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextABOVE
AutoCAD SHX TextSEE
AutoCAD SHX TextAPPROVED BY
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
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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.
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'DEMOLITION PLAN 2
PROJECT NORTH
C.5.02DRAWING 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
Know what's below.before you dig.Call
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 TextLOT 6
AutoCAD SHX TextLOT 5
AutoCAD SHX TextLOT 4
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 TextLOT 1
AutoCAD SHX TextLOT 4
AutoCAD SHX Text116-120 W HURON, LLC TIN: 09-09-29-141-049
AutoCAD SHX TextLOT 7
AutoCAD SHX TextLOT 8
AutoCAD SHX TextLOT 1
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 Text"ORIGINAL PLAT OF VILLAGE OF ANN ARBOR" AS REC'D IN TRANSCRIPTS (LIBER T), P.152-153, W.C.R.
AutoCAD SHX TextHURON ASHLEY LTD PARTNERSHIP TIN: 09-09-29-147-00609-09-29-147-006
AutoCAD SHX TextHURON ASHLEY LTD PARTNERSHIP TIN: 09-09-29-147-00509-09-29-147-005
AutoCAD SHX TextHURON ASHLEY LTD PARTNERSHIP TIN: 09-09-29-147-00409-09-29-147-004
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 TextLOT 8
AutoCAD SHX TextLOT 1
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 TextTEG INVESTMENTS, L.L.C. C/O ARBORSTONE PROPERTIES TIN: 09-09-29-146-00509-09-29-146-005
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(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX Text(66 FEET WIDE)
AutoCAD SHX Text(82.5 FEET WIDE)
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextCONCRETE
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 TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCURB WALL
AutoCAD SHX TextCURB WALL
AutoCAD SHX TextABOVE
AutoCAD SHX TextSEE
AutoCAD SHX TextAPPROVED BY
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 BOX9 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
9 CURB BOX9 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
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02
MATC
HLIN
E, S
HEET
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03
MATC
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03
MATC
HLIN
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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.
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'DEMOLITION PLAN 3
PROJECT NORTH
C.5.03DRAWING 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
Know what's below.before you dig.Call
R
100% DESIGN 11-27-2019
LEGEND
AutoCAD SHX TextPARKING MAP
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 TextLOT 5
AutoCAD SHX TextLOT 6
AutoCAD SHX TextLOT 7
AutoCAD SHX TextLOT 4
AutoCAD SHX TextLOT 3
AutoCAD SHX TextLOT 2
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 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 TextTEG INVESTMENTS, L.L.C. C/O ARBORSTONE PROPERTIES TIN: 09-09-29-146-00409-09-29-146-004
AutoCAD SHX TextTEG INVESTMENTS, L.L.C. C/O ARBORSTONE PROPERTIES TIN: 09-09-29-146-00509-09-29-146-005
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 TextLOT 13
AutoCAD SHX TextLOT 14
AutoCAD SHX TextLOT 15
AutoCAD SHX TextLOT 16
AutoCAD SHX TextLOT 11
AutoCAD SHX TextLOT 12
AutoCAD SHX TextLOT 4
AutoCAD SHX TextLOT 3
AutoCAD SHX TextLOT 2
AutoCAD SHX TextLOT 1
AutoCAD SHX TextLOT 5
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 Text"ORIGINAL PLAT OF VILLAGE OF ANN ARBOR" AS REC'D IN TRANSCRIPTS (LIBER T), P.152-153, W.C.R.
AutoCAD SHX TextLIBERTY ASHLEY, LLC TIN: 09-09-29-145-007
AutoCAD SHX TextLIBERTY ASHLEY, LLC TIN: 09-09-29-145-006
AutoCAD SHX TextLIBERTY ASHLEY, LLC TIN: 09-09-29-145-006
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 TextASHLEY ST, LLC TIN: 09-09-29-409-001
AutoCAD SHX TextASHLEY ST, LLC TIN: 09-09-29-409-002
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 Text(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX Text(66 FEET WIDE)
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextSTEPS
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextABOVE
AutoCAD SHX TextSEE
AutoCAD SHX TextAPPROVED BY
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
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0
MATC
HLIN
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03
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04
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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.
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'DEMOLITION PLAN 4
PROJECT NORTH
C.5.04DRAWING 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
Know what's below.before you dig.Call
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 TextLOT 9
AutoCAD SHX TextLOT 10
AutoCAD SHX TextLOT 11
AutoCAD SHX TextLOT 8
AutoCAD SHX TextLOT 7
AutoCAD SHX TextLOT 6
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 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 TextCITY OF ANN ARBOR SURFACE LOT DDA TIN: 09-09-29-408-004
AutoCAD SHX TextCITY OF ANN ARBOR SURFACE LOT DDA TIN: 09-09-29-408-005
AutoCAD SHX TextLOT 10
AutoCAD SHX TextLOT 9
AutoCAD SHX TextLOT 8
AutoCAD SHX TextLOT 7
AutoCAD SHX TextLOT 6
AutoCAD SHX TextLOT 5
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 TextLOT 1
AutoCAD SHX TextLOT 2
AutoCAD SHX TextLOT 3
AutoCAD SHX TextLOT 1
AutoCAD SHX TextLOT 8
AutoCAD SHX Text(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX Text(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextASPHALT PARKING
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLSA
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextLAWN
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextBLOCK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLSA
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONC. WALL
AutoCAD SHX TextBLOCK WALL
AutoCAD SHX TextABOVE
AutoCAD SHX TextSEE
AutoCAD SHX TextAPPROVED BY
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.
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'DEMOLITION PLAN 5
PROJECT NORTH
C.5.05DRAWING 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
Know what's below.before you dig.Call
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 TextLOT 5
AutoCAD SHX TextLOT 4
AutoCAD SHX TextLOT 3
AutoCAD SHX TextLOT 2
AutoCAD SHX TextLOT 1
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 TextLOT 7
AutoCAD SHX TextLOT 8
AutoCAD SHX TextLOT 1
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 Text(50 FEET WIDE)
AutoCAD SHX Text(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX Text(50 FEET WIDE)
AutoCAD SHX Text(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLSA
AutoCAD SHX TextBRICK
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextBRICK WALL
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextGRAVEL
AutoCAD SHX TextLSA
AutoCAD SHX TextASPHALT
AutoCAD SHX TextLSA
AutoCAD SHX TextDENSE SHRUB GROWTH
AutoCAD SHX TextDENSE SHRUB GROWTH
AutoCAD SHX TextGRAVEL
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextGRAVEL
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLSA
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextFLOODWAY PER FIRM OVERLAY
AutoCAD SHX TextFLOODWAY PER FIRM OVERLAY
AutoCAD SHX TextJERSEY BARRIERS
AutoCAD SHX TextTRENCH DRAIN
AutoCAD SHX TextASPHALT
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextABOVE
AutoCAD SHX TextSEE
AutoCAD SHX TextAPPROVED BY
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.
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'DEMOLITION PLAN 6
PROJECT NORTH
C.5.06DRAWING 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
Know what's below.before you dig.Call
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 TextLOT 7
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 TextLOT 11
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 Text(66 FEET WIDE)
AutoCAD SHX Text(66 FEET WIDE) (ONE-WAY)
AutoCAD SHX TextWOOD PLANTER
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextGRAVEL
AutoCAD SHX TextLSA
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextSHRUBS
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextLSA
AutoCAD SHX TextGRAVEL
AutoCAD SHX TextGRAVEL
AutoCAD SHX TextLAWN
AutoCAD SHX TextLAWN
AutoCAD SHX TextSTATION EQUATION: : 39+82.92 BACK = 39+67.77 FORWARD
AutoCAD SHX TextBENCHES
AutoCAD SHX TextBENCH
AutoCAD SHX TextABOVE
AutoCAD SHX TextSEE
AutoCAD SHX TextAPPROVED BY
GAS VALVES NOT ON RECORD MAP
TREE ROW?
100-YR. FLOODPLAIN
500-YR. FLOODPLAIN OVERLAY
ZO
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