Procuring broker shall only be entitled to a commission calculated in accordance with the rates approved by our principal only if such procuring broker executes a brokerage agreement acceptable to us and our principal and the conditions as set forth in the brokerage agreement are fully and unconditionally satisfied. Although all information furnished regarding property for sale, rental, or financing is from sources deemed reliable, such information has not been verified and no express representation is made nor is any to be implied as to the accuracy thereof and it is submitted subject to errors, omissions, change of price, rental or other conditions, prior sale, lease or financing, or withdrawal without notice and to any special conditions imposed by our principal. Newmark Grubb Knight Frank | 27725 Stansbury Blvd., Suite 300 | Farmington Hills, MI 48334 Livonia Corporate Center Buildings 1 & 2 28101 – 28201 Schoolcraft Road, Livonia, Michigan NOW LEASING! New Construction * Excellent Central Location • Numerous Truck Dock Doors (10’ x 10’) Building 1: Up to 44 Building 2: Up to 170 • Ample Trailer Staging Spaces • Minimum of 190’ Truck Courts • (4) 13’ x 14’ Grade Doors per building • ESFR Sprinklers • 7” to 8” Reinforced Concrete Floors • 480/277 Volt 3-Phase Electric Service • Insulated Precast Concrete Walls • Minimum Clear Height: Building 1: 26’ Building 2: 32’ • 52.3’ x 50’ Column Spacing • 52.3’ x 60’ Column Spacing in Dock Areas • Radiant Tube Heat • High Efficiency LED Lights with Motion Sensors • Excellent I-96 Access • Ample Car Parking • Office to Suit Dan Labes 248.357.6578 [email protected]Tom Oldham 248.357.6595 [email protected]Building 1 – 173,000 SF Building 2 – 742,000 SF
Transcript
Procuring broker shall only be entitled to a commission calculated in accordance with the rates approved by our principal only if such procuring broker executes a brokerage agreement acceptable to us and our principal and the conditions as set forth in the brokerage agreement are fully and unconditionally satisfied. Although all information furnished regarding property for sale, rental, or financing is from sources deemed reliable, such information has not been verified and no express representation is made nor is any to be implied as to the accuracy thereof and it is submitted subject to errors, omissions, change of price, rental or other conditions, prior sale, lease or financing, or withdrawal without notice and to any special conditions imposed by our principal.
Newmark Grubb Knight Frank | 27725 Stansbury Blvd., Suite 300 | Farmington Hills, MI 48334
Livonia Corporate CenterBuildings 1 & 2
28101 – 28201 Schoolcraft Road, Livonia, Michigan
NOW LEASING!
New Construction * Excellent Central Location
• Numerous Truck Dock Doors (10’ x 10’)Building 1: Up to 44 Building 2: Up to 170
• Ample Trailer Staging Spaces • Minimum of 190’ Truck Courts• (4) 13’ x 14’ Grade Doors per building• ESFR Sprinklers• 7” to 8” Reinforced Concrete Floors • 480/277 Volt 3-Phase Electric Service• Insulated Precast Concrete Walls
• 52.3’ x 50’ Column Spacing• 52.3’ x 60’ Column Spacing in Dock Areas • Radiant Tube Heat• High Efficiency LED Lights with Motion Sensors• Excellent I-96 Access• Ample Car Parking• Office to Suit
Property Size 172,871 sf Property Type / Subtype Industrial/Whse/Distrib
Alternate Size Owner/Tenant Status Multi-tenant
Lot/Land Size Construction Status Under Construction
Parking Ratio Construction Type Precast Panel
Number of Bldgs/Floors 1/1 Zoning Light Industrial
Construction Date 12/1/2017 Map Location
Last Update 10/11/17 Parcel Number
Property ID 291273 Logistics Class: Class A
Property Specifications
Clear Height Max 26.00 Office Space
Clear Height Min 26.00 Parking Description
# of Private Offices Heating Type Air Rotation
Grade Doors 4 Cranes No
Dock Doors 44 Rail NoParking Spaces 260 Sprinkler Yes
Power Amps 600 NGKF Exclusive YesPower Volts 480
Power Phase 3
Location Description
Livonia Corporate Center @ Millennium Park.
Comments
Numerous Truck Dock Doors (10’ x 10’). Ample Trailer Staging Spaces. Minimum of 190’ Truck Courts. 13’ x 14’ Grade Doors. ESFR Sprinklers. 7” to 8” Reinforced Concrete Floors. 52.3’ x 48’ Column Spacing in Dock Areas. Insulated Precast Concrete Walls. Air rotation heat. LED Lights. Excellent I-96 Access. Ample Car Parking. Contact Information
Relationship Company Name Contact Name License # Direct/Company Phone
Lease Agent Newmark Grubb Knight Frank MI Detroit Dan Labes 248.357.6578 / 248.350.9500
Lease Agent Newmark Grubb Knight Frank MI Detroit Thomas Oldham 248.357.6595 / 248.350.9500
Reproduction in whole or part is permitted only with the written consent of Newmark Grubb Knight Frank Company. Some of the data in this report has been gathered from third party sources and has not been independently verified by Newmark Grubb Knight Frank, which therefore makes no warranties or representations as to the completeness or accuracy of any information contained in this report. You are advised to investigate all such information, and to verify its completeness and accuracy, before making any use thereof or any reliance thereon.
Property Size 742,694 sf Property Type / Subtype Industrial/Whse/Distrib
Alternate Size Owner/Tenant Status Multi-tenant
Lot/Land Size Construction Status Under Construction
Parking Ratio Construction Type Precast Panel
Number of Bldgs/Floors 1/1 Zoning Light Industrial
Construction Date 12/1/2017 Map Location
Last Update 10/11/17 Parcel Number
Property ID 291275 Logistics Class: Class A
Property Specifications
Clear Height Max 32.00 Office Space
Clear Height Min 32.00 Parking Description
# of Private Offices Heating Type Air rotation
Grade Doors 8 Cranes No
Dock Doors 168 Rail NoParking Spaces 358 Sprinkler Yes
Power Amps 600 NGKF Exclusive YesPower Volts 480
Power Phase 3
Location Description
Livonia Corporate Center @ Millennium Park.
Comments
Numerous Truck Dock Doors (10’ x 10’). Ample Trailer Staging Spaces. Minimum of 190’ Truck Courts. 13’ x 14’ Grade Doors. ESFR Sprinklers. 7” to 8” Reinforced Concrete Floors. 52.3’ x 61’ Column Spacing in Dock Areas. Insulated Precast Concrete Walls. Air rotation heat. LED Lights. Excellent I-96 Access. Ample Car Parking.Contact Information
Relationship Company Name Contact Name License # Direct/Company Phone
Lease Agent Newmark Grubb Knight Frank MI Detroit Dan Labes 248.357.6578 / 248.350.9500
Lease Agent Newmark Grubb Knight Frank MI Detroit Thomas Oldham 248.357.6595 / 248.350.9500
Reproduction in whole or part is permitted only with the written consent of Newmark Grubb Knight Frank Company. Some of the data in this report has been gathered from third party sources and has not been independently verified by Newmark Grubb Knight Frank, which therefore makes no warranties or representations as to the completeness or accuracy of any information contained in this report. You are advised to investigate all such information, and to verify its completeness and accuracy, before making any use thereof or any reliance thereon.
LEGAL DESCRIPTION FOR THE LIVONIA CORPORATE CENTER 1 & 2
PART OF THE NORTH 1/2 OF SECTION 25, TOWN 1 SOUTH, RANGE 9 EAST, CITY OF LIVONIA, WAYNE COUNTY, MICHIGAN, BEING MOREPARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SECTION 25, TOWN 1 SOUTH, RANGE 9 EAST, CITY OF LIVONIA, WAYNE COUNTY, MICHIGANAND RUNNING THENCE SOUTH 00° 27' 00" WEST ALONG THE WEST LINE OF SAID SECTION 25, A DISTANCE OF 1169.51 FEET TO A POINT;THENCE SOUTH 89° 34' 33" EAST, A DISTANCE OF 785.00 FEET; THENCE NORTH 00° 27' 00" EAST, A DISTANCE OF 919.17 FEET TO A POINT ONTHE SOUTHERLY LINE OF SCHOOLCRAFT ROAD; THENCE PROCEEDING ALONG SAID SOUTHERLY LINE OF SAID SCHOOLCRAFT ROAD THEFOLLOWING TWO COURSES: NORTH 87° 19' 36" EAST, A DISTANCE OF 561.33 FEET, AND NORTH 86° 43' 06" EAST, A DISTANCE OF 461.76 FEETTO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF SCHOOLCRAFT ROAD THE FOLLOWING 5 COURSES: NORTH 86° 43'06" EAST, A DISTANCE OF 123.76 FEET; THENCE NORTH 82° 11' 17" EAST, A DISTANCE OF 151.59 FEET; THENCE NORTH 86° 43' 06" EAST, ADISTANCE OF 652.37 FEET; THENCE SOUTH 89° 19' 00" EAST, A DISTANCE OF 598.25 FEET; THENCE SOUTH 85° 50' 39" EAST, A DISTANCE OF383.66 FEET; THENCE LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 00° 12' 22" WEST, A DISTANCE OF 304.29 FEET; THENCE SOUTHEASTERLY241.21 FEET ALONG THE ARC OF A 240.00 FT. RADIUS CURVE TO THE LEFT, WITH A CENTRAL ANGLE OF 57° 35' 01", AND CHORD BEARINGAND DISTANCE OF SOUTH 23° 26' 25" EAST 231.18 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 112.51 FEETALONG THE ARC OF A 295.00 FT. RADIUS CURVE TO THE RIGHT, WITH A CENTRAL ANGLE OF 21° 51' 08", AND CHORD BEARING ANDDISTANCE OF SOUTH 41° 00' 52" EAST 111.83 FEET; THENCE SOUTH 89° 47' 38" EAST 72.62 FEET; THENCE SOUTH 00° 12' 22" WEST 632.23FEET;THENCE NORTH 89° 47' 38" WEST 74.50 FEET;THENCE SOUTH 45° 03' 45" WEST 81.70 FEET;THENCE NORTH 89° 11' 48" WEST 62.90FEET;THENCE NORTH 80° 46' 41" WEST 115.52 FEET;THENCE NORTH 00° 13' 23" EAST 49.97 FEET;THENCE NORTH 89° 46' 37" WEST 1455.41FEET;THENCE NORTH 00° 22' 34" WEST 66.95 FEET;THENCE NORTH 85° 04' 24" WEST 86.21 FEET;THENCE SOUTH 89° 49' 19" WEST 172.67FEET;THENCE SOUTH 45° 48' 08" WEST 65.61 FEET;THENCE NORTH 89° 46' 37" WEST 74.50 FEET; THENCE NORTH 00° 13' 23" EAST 1157.22FEET BACK TO THE POINT OF BEGINNING OF THIS DESCRIBED PROPERTY.
LESS AND EXCEPT THE 2.22 ACRES HOTEL SITE AT LIVONIA CORPORATE CENTER DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SECTION 25, TOWN 1 SOUTH, RANGE 9 EAST, CITY OF LIVONIA, WAYNE COUNTY, MICHIGANAND RUNNING THENCE SOUTH 00° 27' 00" WEST ALONG THE WEST LINE OF SAID SECTION 25, A DISTANCE OF 1169.51 FEET TO A POINT;THENCE SOUTH 89° 34' 33" EAST, A DISTANCE OF 785.00 FEET; THENCE NORTH 00° 27' 00" EAST, A DISTANCE OF 919.17 FEET TO A POINT ONTHE SOUTHERLY LINE OF SCHOOLCRAFT ROAD; THENCE PROCEEDING ALONG SAID SOUTHERLY LINE OF SAID SCHOOLCRAFT ROAD THEFOLLOWING TWO COURSES: NORTH 87° 19' 36" EAST, A DISTANCE OF 561.33 FEET; AND NORTH 86° 43' 06" EAST, A DISTANCE OF 461.76 FEETTO THE POINT OF BEGINNING OF THE OVERALL LIVONIA CORPORATE CENTER PARCEL; THENCE CONTINUING ALONG THE SOUTHERLYRIGHT-OF-WAY LINE OF SCHOOLCRAFT ROAD, NORTH 86° 43' 06" EAST, A DISTANCE OF 123.76 FEET AND NORTH 82° 11' 17" EAST, ADISTANCE OF 116.55 FEET TO THE TRUE POINT OF BEGINNING OF THIS 2.22 ACRE HOTEL SITE PARCEL; THENCE CONTINUING ALONG THESOUTHERLY RIGHT-OF-WAY LINE OF SCHOOLCRAFT ROAD, NORTH 82° 11' 17" EAST, A DISTANCE OF 35.04 FEET AND NORTH 86° 43' 06" EAST,A DISTANCE OF 219.72 FEET; THENCE LEAVING THE SOUTHERLY RIGHT-OF-WAY LINE OF SCHOOLCRAFT ROAD, SOUTH 00° 13' 23" WEST, ADISTANCE OF 389.24 FEET; THENCE NORTH 89° 46' 37" WEST, A DISTANCE OF 254.00 FEET; THENCE NORTH 00° 13' 23" EAST, A DISTANCE OF370.91 FEET BACK TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING 96,843 SQUARE FEET OR 2.2232 ACRESOF LAND, MORE OR LESS.
REMAINDER PARCEL CONTAINS 55.33 ACRES OF LAND, MORE OR LESS, SUBJECT TO AND TOGETHER WITH ANY EASEMENTS,RESTRICTIONS, OR RESERVATIONS OF RECORD OR OTHERWISE.
CONSTRUCTION PLANS FOR THELIVONIA CORPORATE CENTER - BUILDINGS 1 & 2
28101 & 28201 SCHOOLCRAFT ROAD, CITY OF LIVONIA, WAYNE COUNTY, MICHIGANSITE
MID
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SCHOOLCRAFT ROADI-96 FREEWAY
C&O R.R.
PLYMOUTH ROAD
LOCATION MAP
1 INCH ≈ 1,500 FEET
NO
RTH
PROJECT DEVELOPER / CONTACT
MR. KENNETH BOWENLIVONIA CORPORATE CENTER 1 & 2, LLC2575 S. HAGGERTY ROAD, SUITE 500CANTON, MI 48188, MI 48334P: 734.394.1900 F: 734.394.1925
PROJECT SITE CIVIL ENGINEER
MR. JOSEPH N. WEBB, PEWEBB ENGINEERING, INC.3315 N. CAMPBELL ROAD, SUITE 200ROYAL OAK, MI 48073T: 248.783.1105 F: 248.783.1109
PROJECT LANDSCAPE ARCHITECT
MR. STEVE DEAK, RLADEAK PLANNING & DESIGN143 CADYCENTRE #79NORTHVILLE, MI 48167T: 866.355.4202 F: 248.436.3392
PROJECT ARCHITECT
MR. DOUGLAS FALZON, RAVENTURA & ASSOCIATES411 W. THIRTEEN MILE ROAD, SUITE 100MADISON HEIGHTS, MI 48071T: 248.583.4990 F: 248.583.4888
SHEET INDEX
C1 OVERALL SITEC2 GENERAL PLANC3 GRADING PLAN - EASTC4 GRADING PLAN - WESTC5 UTILITY PLAN - EASTC6 UTILITY PLAN - WESTC7 PUBLIC SANITARY SEWER PROFILESC8 STORM SEWER PROFILES 1C9 STORM SEWER PROFILES 2, CALCULATIONS, & NOTESC10 SOIL EROSION CONTROL PLANC11 SCHOOLCRAFT ROAD & TRAFFIC CONTROL PLANC12 EXISTING CONDITIONS & DEMOLITION PLANC13 PAVING DETAILSL1 LANDSCAPE PLAN - NORTHWESTL2 LANDSCAPE PLAN - NORTHEASTL3 LANDSCAPE PLAN - SOUTHWESTL4 LANDSCAPE PLAN - SOUTHEAST
CITY OF LIVONIA - WATERMAIN DETAILS 1CITY OF LIVONIA - WATERMAIN DETAILS 2CITY OF LIVONIA - SANITARY SEWER DETAILS 1CITY OF LIVONIA - SANITARY SEWER DETAILS 2CITY OF LIVONIA - STORM SEWER DETAILS 1CITY OF LIVONIA - STORM SEWER DETAILS 2CITY OF LIVONIA - S.E.S.C. STANDARD DETAILS
09/06/16
CITY O
F LIVO
NIA EN
GIN
EER'S REVIEW
#
1
CITY OF LIVONIA STANDARD CONSTRUCTION NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SPECIFICATIONSAND STANDARD DETAILS OF THE CITY OF LIVONIA.
2. NOTIFY THE CITY OF LIVONIA ENGINEERING DIVISION (734) 466-2571 A MINIMUM OF 48 HOURSPRIOR TO THE START OF CONSTRUCTION.
3. CALL MISS DIG (1-800-647-7344/ 1-800-MISS DIG) A MINIMUM OF 72 HOURS PRIOR TO THE STARTOF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTINGUNDERGROUND UTILITIES CAUSED BY THE CONTRACTOR'S OPERATIONS.
5. TRENCHES UNDER OR WITHIN 3 FEET OF EXISTING OR PROPOSED PAVEMENTS, DRIVEWAYS,AND/OR SIDEWALKS SHALL BE BACKFILLED AND COMPACTED WITH M.D.O.T. CLASS II SAND.
6. WHERE UTILITIES CROSS, PROVIDE POROUS BACKFILL TAMPED IN 12" LAYERS TO THEUNDERSIDE OF THE HIGHER UTILITY. A 6" MINIMUM SAND CUSHION SHALL BE PROVIDEDBETWEEN UTILITIES.
7. ALL SEWER CONSTRUCTION SHALL HAVE M.D.O.T, CLASS II BEDDING UNLESS OTHERWISESPECIFIED ON THE PROFILES.
8. ALL ELEVATIONS SHOWN ARE BASED ON U.S.G.S. DATUM.9. ALL DISTURBED AREAS BEHIND THE SCHOOLCRAFT ROAD RIGHT-OF-WAY SHALL BE
RESTORED BY PLACING 3" OF TOPSOIL AND SODDING IN ACCORDANCE WITH THE CITY OFLIVONIA STANDARDS.
10. ALL DRIVEWAYS, DRAIN TILES, CULVERTS AND OTHER FACILITIES REMOVED, DESTROYED,DAMAGED OR OTHERWISE DISTURBED BY THE WORK SHALL BE REPLACED AND/OR RESTOREDTO THEIR ORIGINAL CONDITION BY THE CONTRACTOR.
11. ALL SOIL EROSION AND SEDIMENTATION MUST BE CONTROLLED AND CONTAINED ON SITE.12. THE CONTRACTOR MUST MAINTAIN ALL TRAFFIC AT ALL TIMES AS REQUIRED BY THE CURRENT
MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.M.U.T.C.D.), WAYNE COUNTY,AND/OR MICHIGAN DEPARTMENT OF TRANSPORTATION (M.D.O.T.)
13. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE EMERGENCY ACCESS TO ALL PROPERTIESFOR POLICE, FIRE DEPARTMENT, AMBULANCES AND/OR OTHER EMERGENCY VEHICLES TOPROTECT LIFE, HEALTH AND PROPERTY.
14. PAVED STREETS AND DRIVEWAYS MUST BE MAINTAINED IN A REASONABLE STATE OFCLEANLINESS AND THE CONTRACTOR SHALL REMOVE ACCUMULATIONS OF DEBRIS CAUSEDBY CONSTRUCTION OPERATIONS.
15. THE CONTRACTOR SHALL HAVE AN OPERATING SWEEPER BROOM AND CLEAN THE PAVEMENTAT THE CLOSE OF EACH DAY'S OPERATION AND AS OFTEN AS NECESSARY. FAILURE TOCOMPLY SHALL BE CAUSE TO STOP CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH THESTATE AIR POLLUTION CONTROL REGULATIONS AND CITY OF LIVONIA SOIL EROSION ANDSEDIMENTATION CONTROL (SESC).
16. CONTRACTOR MUST PROVIDE ALL NECESSARY SHEETING, SHORING, DEWATERING, BRACING,TRENCH BOXES, ETC. TO PERFORM WORK SAFELY, PROTECT EXISTING UTILITIES ANDIMPROVEMENTS IN ACCORDANCE TO MICHIGAN OCCUPATIONAL SAFETY AND HEALTHADMINISTRATION (MIOSHA).
Sanitary & Water - City of Livonia, DPW:Tom Wilson12973 Farmington RoadLivonia, MI 48150-4202Phone: 734.466.2632Email: [email protected]
Fire - City of Livonia Fire Department:Shadd WhiteheadDispatch for Fire/Police14190 Farmington RoadLivonia, MI 48154Phone: 734.466.2444After 5:00pm: 734.466.2470
Wayne County Traffic Signals:Eric Lentz, P.E.Traffic Operations SectionDivision of Roads29900 Goddard RoadDetroit, MI 48242Phone: 734.955.2161Fax: 734.955.2338Email: [email protected]
Wayne County DPS:Ali Aljawad, P.E.Interim Division Permit Engineer33809 Michigan AvenueWayne, MI 48184Phone: 734.959.6504, Ext. 2079Fax: 734.595.6356Email: [email protected]
MDOT Taylor TSC:Andrea L. JonesUtility and Permit Technician6510 Telegraph RoadTaylor, MI 48180Phone: 313.375.2402Fax: 313.295.0822Email: [email protected]
123 Net:Jacob Rodriguez - Fiber Designer24700 Northwestern Hwy, Suite 700Southfield, MI 48075Phone: 866.460.3503Phone (direct): 248.228.8263Phone (cell): 734.334.7397
Comcast Business Communications, LLC:Dale Kirk - VP of Engineering41112 Concept DrivePlymouth, MI 48170Phone: 248.233.6811Fax: [email protected]
ExteNet Systems, Inc.:3030 Warrensville Road, Suite 340Lisle, IL 60532Phone: 630.505.3800Fax: 630.505.1332David Schneider152 DansinMilford Township, MI 48381Phone: [email protected]
Windstream Communications, Inc.:Autry L. Meeker - Sr. AnalystOSP Engineering11101 Anderson DriveLittle Rock, AR 72212Phone: [email protected]
McLeodUSA, a Windstream Company:Dirk Welte4074 S. LindenFlint, MI 48507Phone: [email protected]
Wow! Internet and Cable:John Hajec - Construction Engineer37150 Plymouth RoadLivonia, MI 48150Phone: 734.237-4319Fax: [email protected]
UTILITY CONTACT LIST (UPDATED OCTOBER 4, 2016)
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BENCH MARK DATA
S.B.M. No. 1ARROW ON HYDRANT LOCATED ON THE SOUTH SIDE OF SCHOOLCRAFT ROAD,5'± SOUTH OF SOUTH CURB LINE AND 105'± EAST OF WESTERLY ENTRANCEDRIVE TO LIVONIA CORPORATE CENTER.ELEV.=634.46 USGS
S.B.M. No. 2NORTH BOLT OF LIGHT POLE LOCATED ON THE EAST SIDE OF THE WESTERLYENTRANCE DRIVE TO LIVONIA CORPORATE CENTER, 450'± SOUTH OFSCHOOLCRAFT ROAD.ELEV.=634.53 USGS
S.B.M. No. 3FINISH FLOOR AT TRUCK BAY NUMBER 18 OF LIVONIA CORPORATE CENTERBUILDING NUMBER 3.ELEV.=634.50 USGS
S.B.M. No. 4ARROW ON HYDRANT LOCATED 531'± SOUTH OF THE SOUTHERLY CURB LINEOF SCHOOLCRAFT ROAD, AND 750'± EAST OF WESTERLY ENTRANCE DRIVE TOLIVONIA CORPORATE CENTER.ELEV.=634.58 USGS
S.B.M. No. 5ARROW ON HYDRANT LOCATED 495'± SOUTH OF THE SOUTHERLY CURB LINEOF SCHOOLCRAFT ROAD, AND 20'± EAST OF EASTERLY ENTRANCE DRIVE TOLIVONIA CORPORATE CENTER.ELEV.=633.98 USGS
PUBLIC WATERMAIN QUANTITY LISTITEM / SHEET # C5
8" CL54 D.I.P. 222
6" TSV & WELL 0
HYDRANT ASSEMBLY 3
PUBLIC SANITARY SEWER QUANTITY LISTITEM / SHEET # C5
12" PVC TRUSS PIPE 2734 FT Ø MH 1
12" GV & WELL 1
6" CL54 D.I.P. 76
4" GV & BOX 1
C6
27
2
3
C6
5463
0
76
1
TOTAL
249
2
6
TOTAL
8194
1
152
2
10/19/16
REVISED
PRIVATE SAN
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SID
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11/28/16
QA/Q
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12/12/16
FIRE SERVICE TO
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02/20/17
CEN
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02/27/17
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03/14/17
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AutoCAD SHX Text
EX CATCH BASIN #44 RIM=629.91 fm 66" INV. E.=615.23 fm 66" INV. W.=615.38 fm 15" INV. N.=622.98 fm 24" INV. S.=618.53 fm
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66" PRIV. STM fm
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66" PRIV. STM fm
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15" PRIV. STM fm
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24" PRIV. STM fm
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EX STORM M.H. #60 RIM=631.74 fm 66" INV. E.=615.56 fm 60" INV. W.=620.21 fm 12" INV. N.=623.51 fm 48" INV. S.=618.11 fm
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60" PRIV. STM fm
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12" PRIV. STM fm
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48" PRIV. STM fm
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EX CATCH BASIN. RIM=630.05 fm 12" INV. W.=625.66 fm
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12" PRIV. STM fm
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EX EDISON M.H. RIM=632.89 fm
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EX STORM M.H. RIM=632.95 fm
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EX CATCH BASIN RIM=630.49 fm
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EX CATCH BASIN RIM=630.45 fm
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EX CATCH BASIN RIM=630.10 fm
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EX STORM M.H. RIM=630.69 fm
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EX CATCH BASIN RIM=630.50 fm
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EX CATCH BASIN RIM=630.45 fm
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EX CATCH BASIN RIM=630.23 fm
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EX CATCH BASIN RIM=630.88 fm
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EX CATCH BASIN RIM=631.23 fm
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EX STORM M.H. RIM=631.08 fm
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EX G.V.&W. RIM=631.51 fm
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EX G.V.&W. RIM=632.31 fm
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EX G.V.&W. RIM=631.98 fm
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EX G.V.&W. RIM=632.53 fm
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EX INLET #62 RECORD LOCATION (U.F.V.) RIM=630.94 fm 12" INV. W.=625.62 fm
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12" PRIV. STM fm
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EX CATCH BASIN #60A RIM=631.99 fm 12" INV. E.=624.93 fm 12" INV. S.=624.90 fm
