Project Sponsor. Van Buren Township Downtown Development Authority Tyler Road Van Buren Township, Michigan 48111

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1 Quirk Park 0 Quirk Road, Van uren Charter Township, MI Park Improvements ISSUE FOR IS: MRCH, 0 Project Number: V0- Construction Storage & ccess Project Sponsor List of rawings CONSTRUCTION CCESS ROUTE PPROIMTE LIMIT OF CONSTRUCTION STORGE PPROIMTE LIMIT OF CONSTRUCTION FENCE (PPROIMTE LIMIT OF CONSTRUCTION SHOWN OVE - CONTRCTOR SHLL VERIFY IN FIEL PRIOR TO CONSTRUCTION) Location Map Van uren Township owntown evelopment uthority Tyler Road Van uren Township, Michigan Van uren Charter Township Tyler Road Van uren Township, Michigan C- EISTING CONITIONS L- SOIL EROSION & SEIMENTTION CONTROL PLN L- SOIL EROSION N SEIMENTTION CONTROL PLN L- EMOLITION PLN L- SITE PLN L- LYOUT PLN L- JOINTING PLN L- GRING & RINGE PLN L- LNSCPE PLN L- FMILY CHNGING ROOM FOUNTION, & FLOORING, N ROOFING/FRG PLN L-0 FMILY CHNGING ROOM ELEVTIONS & ETILS L- FMILY CHNGING ROOM ETILS L- SITE ETILS L- SITE ETILS L- LNSCPE ETILS C- UTILITY PLN E- ELECTRICL PLN ST- STNR STORM & SEWER ETILS WM- STNR WTER ETILS WM- STNR WTER ETILS M- MISCELLNEOUS ETILS SPLSH P PLNS - VORTE -00 SPRY ZONE LYOUT -00 NCHOR PLN C-00 EME ETILS C-00 SL ON GRE P-00 PLUG LYOUT P-00 PLUG ETILS E-00 ELECTRICL LYOUT E-00 ONING LYOUT E-00 ELECTRICL ETILS FT-00 FETURES INSTLLTION RWINGS SHE SIL PLNS - PENCHUR SS- SHE SIL COVER SHEET GENERL VIEWS & ILL OF MTERILS FOUNTION LYOUT PVILION PLNS - PENCHUR PV- PVILION ETILS Lot Information QUIRK RO TYLER RO Landscape rchitect Engineer RE OF PROPOSE WORK:. C YRES VE SGE CIR YRES VE MCRIE VE ELLEVILLE RO LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... Fishbeck, Thompson, Carr & Huber, Inc. Engineers Scientists rchitects Constructors 00 MacKenzie r., Suite 00, Novi, Michigan (00) - O-T RE:. WESTLKE CIR Planning R RE: 0.0 C General Contact: info@mcka.com Headquarters: NORTHVILLE, MICHIGN: East Main Street, Suite 0 Northville, Michigan Tel: () - Fax: () -00

2 Call MISS IG full working days before you dig: Utility Michigan's Notification One-Call Organization on the net at: ENCH MRKS e n g i n e e r s s c i e n t i s t s a r c h i t e c t s EISTING UTILITIES c o n s t r u c t o r s f i s h b e c k, t h o m p s o n, c a r r & h u b e r, i n c. w w w. f t c h. c o m TOPOGRPHY - PLN SURVEY Van uren Township Van uren Township, Michigan Quirk Park - Splash Pad Existing Survey R E V I S I O N S PLOT INFO: Z:\0\\C\C\C00.WG LYOUT: LYOUT TE: //0 TIME: :: M USER: SC //0 ISSUE FOR IS //0 OWNER REVIEW PLNNING COMMISSION //0 & OR REVIEW rawn y SC esigner SC Reviewer PK Manager P Hard copy is intended to be "x" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size. PROJECT NO. SHEET NO. C- C o p y r i g h t 0 l l R i g h t s R e s e r v e d

3 Note Key JUST SILT FENCE LOCTION TO LIGN WITH TEMPORRY CONSTRUCTION FENCE/LIMITS EISTING CONCESSIONS UILING EISTING PICNIC SHELTER N CONCRETE PVING EISTING PRKING LOT EISTING SELL FIEL EISTING PLYGROUN EISTING PICNIC TLE EISTING FLGPOLE EISTING TREE, TYP. EISTING WLK 0 EISTING SOCCER FIEL EISTING GRILL Legend EISTING PVERS EISTING CONCRETE PVEMENT EISTING SPHLT PVEMENT EISTING CTCH SIN WITH FILTER SE, SEE TYP. ETIL PPROIMTE LIMIT OF SILT FENCE, SEE LYOUT N GRING PLNS, SEE TYP. ETILS SOIL ORING LOCTION, SEE SPECS FOR ORING LOGS N RESULTS 0 LNSCPE RCHITECTURE ESIGN PLNNING Rayson Street Suite MTCHLINE - SEE THIS SHEET TO LEFT Northville, MI P... 0 Project: Quirk Park 0 Quirk Road, Van uren Township, MI 0 Client: 0 Van uren Township & Tyler Road Van uren Township, MI Job Number: rawn: Checked: ate: Scale: Issued: Owner Review Planning Commission & oard Review Owner Review 0.. ISSUE FOR IS 0 MTCHLINE - SEE THIS SHEET TO RIGHT 0 V0- MS MRR 0.. as shown NORTH FULL WORKING YS EFORE YOU IG CLL SURVEY PROVIE Y: FTC&H 00 MacKenzie r #00 Novi, MI.. GRPHIC SCLE Sheet: Soil Erosion & Sedimentation Control Plan Know what's below Call before you dig JO NUMER: TE:.. MISS IG System, Inc. " = 0' Sheet Number: c L- 0 Russell esign, Inc.

4 Soil Erosion Control Sequence of Construction STRT Y EN Y. STONE TRCKING PST TOP GEOTETILE LINER (MU-MT). MY, 0 UGUST, 0. INSTLL SILT FENCING N PROTECTIVE FENCING. MY, 0 SEPTEMER, 0. STRIP N STOCKPILE TOPSOIL. MY, 0 MY, 0. GRE N LNCE S REQUIRE. STILIZE ITCHES, SWLES, COMMON RES N SLOPES PER PLN WITHIN YS OF GRE. MY, 0 MY, 0. ECVTE ETENTION SIN, INSTLL PPROVE OUT-LET, STILIZE SIN EFORE PVING IS STRTE. NOT PPLICLE. INSTLL UNERGROUN UTILITIES (I.E. SNITRY, STORM, N WTER.) JUNE, 0 JULY, 0 MY, 0 SEPTEMER, 0. PLCE INLET FILTERS. JULY, 0 JULY, 0. INSTLL PVEMENT COMPLETE.. INSTLL LL PULIC UTILITIES COMPLETE (ELECTRIC, TELEPHONE, N CLE T.V.) JUNE, 0 JULY, 0 0. ESTLISH VEGETTION FOR LL ISTURE RES UGUST, 0 UGUST, 0. CLEN OUT STORM SEWERS SYSTEM. JULY, 0 UGUST, 0. CLEN OUT N RESTORE SEIMENT FOREY N ETENTION PON TO ESIGN SPECIFICTIONS. NOT PPLICLE. REMOVE SILT FENCE N CTCH SIN FILTERS FOLLOWING TOWNSHIP PPROVL SEPTEMER, 0 SEPTEMEER 0 *SCHEULE IS TENTTIVE N WILL E CONFIRME ONCE CONTRCTOR IS OTINE Maintenance Schedule TENNCE CTIVITY SCHEULE. STRUCTURL SEIMENT CONTROLS INSPECT N TIN ON WEEKLY SIS N WITHIN HOURS FTER STORM EVENT. SCRPING N SWEEPING WEEKLY (IMUM) N S-NEEE Soil Types 0% SPINK LOMY SN, 0- PERCENT SLOPES, % THETFOR, % OKVILLE Proposed Earth isturbance. CRES Soil Erosion Control Sequence of Construction temporary crushed rock tracking pad will be installed at the construction exit. This tracking pad will be maintained with fresh stone. Construction traffic will be limited to the designated entrance and exit. street scraping and sweeping schedule. (Minimum - at least one sweeping a week, and a scraping at the end of each workday.) Paved storm sewer inlets shall be protected by a high flow sack type inlet filter conforming to Silt Sack - High Flow by CF Enviromental or Inlet Pro High Flow sediment bag by Hanes Geo Components or Catch-ll Inlet filets by Marathon Materials Inc. or andy Curb Sack by andy Products, Inc. ll exposed earth shall be stabilized with seed and mulch or sod within days of final grade. Sediment basins shall be stabilized with seed and straw mulch blankets. Straw mulch blankets shall be staked into the ground days after the construction of the sediment basin. itches, swales and other areas that will channel concentrated runoff must be stabilized within days of construction. Temporary rock check dams will be required to slow water to non-erosive velocities in areas of concentrated flow. reas of earth change that are disturbed beyond the fall seeding deadline (Nov. ) may require dormant seeding and straw mulch securely crimped to the ground. LNSCPE RCHITECTURE ESIGN PLNNING Rayson Street Suite Northville, MI P... Project: Quirk Park 0 Quirk Road, Van uren Township, MI Client: Van uren Township & Tyler Road Van uren Township, MI Job Number: rawn: Checked: ate: Scale: V0- MS MRR 0.. as shown Issued: FULL WORKING YS EFORE YOU IG CLL 0.. Owner Review Planning Commission & oard Review Owner Review 0.. ISSUE FOR IS Sheet: Soil Erosion & Sedimentation Control Plan Know what's below Call before you dig MISS IG System, Inc. Sheet Number: c L- 0 Russell esign, Inc.

5 emolition Notes: It shall be the Contractor's responsibility to verify all existing survey information including the utility systems before any demolition or construction work occurs. ny discrepancies with the survey information shall be reported to the architect and owner's representative immediately. THE PPRO. LENGTH TO THE SOUTH EGE OF THE PRKING LOT ISLNS TO THE NORTH OF THE ESCRIE RE IS 0'-0". SEE NOTE. CONTRCTOR SHLL JUST SILT FENCE TO LIGN WITH LOCTION OF CONSTRUCTION FENCE/LIMITS. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. ll existing improvements, materials and plant material to remain within the new construction area shall be properly and adequately protected from damage during the demolition operations. It shall be the responsibility of the Contractor to restore to the original condition any of these existing items that are damaged or disturbed in any way. CONTRCTOR MY, T HIS OPTION, USE THIS PTH S N LTERNTIVE CONSTRUCTION CCESS. IF THE CONTRCTOR ELECTS TO USE PTH, CONTRCTOR SHLL REMOVE/REPLCE SPHLT N RESTORE JCENT RES PER SPECS. ll materials to be reused or salvaged shall be stored in an area designated by the Owner or Owners Representative for that purpose. ll salvaged materials shall remain the property of the Owner. Streets, sidewalks and adjacent properties shall be protected throughout the work as required by local codes and regulations and approved by the owner. ll material specified to be removed shall be disposed of off-site per local codes and regulations. Contractor shall coordinate method of disposal with Township Engineer prior to commencement of work. uring demolition operations every effort shall be made to control dust, per Township requirements. Trees and shrubs to be removed within the limits of work shall be clearly identified with brightly colored ribbon. Grubbing shall include all weeds, shrubs, stumps and root systems of removed plant material, irrigation piping and any other irrigation materials within the limits of demolition. Grubbing shall be to the depths below proposed improvements indicated below: *Concrete paving and walkways-total depth of paving and sub-base. *sphalt paving-total depth of paving and sub-base. *Lawn and other plantings areas-remove depth required of stumps and roots over two () inches in diameter and turf. Protect existing trees to remain per typical tree protection detail. Stockpiled topsoil shall be stored on site and remain protected from contamination prior to redistribution. Sawcut and remove existing asphalt as required to install new site improvements and adjust grades within Township streets. ll work within right of way shall meet Township standards and specifications. rrange for applicable utility company to relocate existing service, wires, phone lines, etc. Coordinate same to provide temporary service during construction and remove same following approval of the project. Contractor shall secure and pay for all applicable permits necessary for the complete construction of the project. No fees will be required. Legend PPROIMTE LIMIT OF SILT FENCE SEE LYOUT N GRING PLNS, SEE TYP. ETILS SOIL ORING LOCTION, SEE SPECS FOR ORING LOGS N RESULTS General Notes. REFER TO CIVIL ENGINEERING RWINGS FOR LL SURFCE N SUSURFCE N SUSURFCE EMOLITION. COORINTE SME.. REFER TO ELECTRICL PLNS FOR LL SURFCE N SUSURFCE EMOLITION. COORINTE SME. LNSCPE RCHITECTURE ESIGN PLNNING Rayson Street Suite Northville, MI P... Project: Quirk Park 0 Quirk Road, Van uren Township, MI Client: Van uren Township & Tyler Road Van uren Township, MI 0 Job Number: rawn: Checked: ate: Scale: V0- MS MRR 0.. as shown Issued: SURVEY PROVIE Y: Legend FTC&H 00 MacKenzie r #00 Novi, MI.. Note Key SPHLT REMOVL: SWCUT HM SPHLT N VERTICL TO FULL EPTH, REMOVE SPHLT N SE TO CCEPT NEW CONSTRUCTION. PROTECT JCENT WORK. PLYGROUN SURFCE REMOVL: REMOVE LL PLYGROUN SURFCE N RINTILE. ECVTE TO CCEPT NEW CONSTRUCTION. CONTRCTOR SHLL LOCTE " STU N CP EN FOR USE Y SPLSH P CONTRCTOR. PROTECT STU S REQ' URING CONSTRUCTION. COORINTE SME. LNSCPE REMOVL: REMOVE LL LNSCPE N ENTIRE ROOT STRUCTURE, REMOVE LL MULCH, REMOVE SO, STRIP N STOCKPILE TOPSOIL T LOCTION IENTIFIE Y OWNER'S REPRESENTTIVE. ECVTE TO CCEPT NEW CONSTRUCTION. EISTING PLYGROUN EQUIPMENT TO E REMOVE Y OTHERS EISTING TREE TO E REMOVE, TYP. EISTING TREE TO RE, PROTECT S REQUIRE, SEE TYP. ETIL EISTING SPHLT WLK TO RE, PROTECT S REQUIRE EISTING CONCESSIONS UILING TO RE EISTING PICNIC TLE. REMOVE, SLVGE, N RETURN TO OWNER SWCUT SPHLT WLK CLEN N VERTICL TO CCEPT NEW CONSTRUCTION. SEE TYP. ETIL EISTING FLGPOLE N FOOTING TO E REMOVE, RETURN TO OWNER. REMOVE PVERS N SE, ECVTE TO CCEPT NEW CONSTRUCTION. EISTING FLG POLE UP-LIGHT, REMOVE SLVGE N RETURN TO OWNER 0 EISTING PICNIC SHELTER TO RE REMOVE SHRU, SEE TYP. LNSCPE REMOVL NOTES THIS SHEET EISTING GRILL N FOOTING TO E REMOVE N RELOCTE. SEE LYOUT PLN FOR LOCTION EISTING PVEMENT RE TO SOUTH SIE OF ISLNS IS INTENE TO E VILLE FOR CONSTRUCTION STGING RE. CONTRCTOR SHLL INSTLL TEMP. CONSTRUCTION FENCE N CCESS GTES S REQ'. CONTRCTOR SHLL PROVIE OWNER KEYS/COE TO LLOW CCESS URING CONSTRUCTION. CONTRCTOR WILL E REQ' TO SWCUT TO FULL EPTH N REMOVE EISTING SPHLT 0 PVING N SE MGE URING CONSTRUCTION. NY MGE SPHLT PVING SHLL E REMOVE N REPLCE PER ETILS N SPECIFICTIONS. FULL WORKING YS EFORE YOU IG CLL NORTH GRPHIC SCLE Owner Review Planning Commission & oard Review Owner Review 0.. ISSUE FOR IS JO NUMER: TE:.. THE PPRO. LENGTH TO THE SOUTH EGE OF THE PRKING LOT ISLNS TO THE NORTH OF THE ESCRIE RE IS 0'-0". SEE NOTE. CONTRCTOR SHLL JUST SILT FENCE TO LIGN WITH LOCTION OF CONSTRUCTION FENCE/LIMITS Sheet: emolition Plan Know what's below Call before you dig MISS IG System, Inc. " = 0' Sheet Number: c L- 0 Russell esign, Inc.

6 0 Gal ETEN ITUOUS PVEMENT TO SOUTH SIE OF PLNTING ISLNS, PPROIMTELY 0'-0", MEET JCENT PVEMENT FLUSH LTERNTE (LWN) IN LIEU OF SOE LWN ON " PETH TOPSOIL, SUSTITUTE SEEE LWN ON " EPTH TOPSOIL, TYP. LL RES ISTURE Y CONSTRUCTION SHLL E RESTORE PER SPECIFICTIONS. SEE PROPOSL FORM SECTION 00 LTERNTE (LOGO) IN LIEU OF SNLSTE N ROOM FINISHE CONCRETE SUSTITUTE ' I. GRNITE LOGO, SEE TYP ETIL N SPECIFICTIONS LIGN LIGN 0 C- C- 0 LIGN 0' I. SPLSH P 0 0 MTCHLINE - SEE THIS SHEET TO LEFT 0 C- Project: Quirk Park 0 Quirk Road, LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... Van uren Township, MI Client: Van uren Township & Tyler Road Van uren Township, MI LIGN Job Number: rawn: Checked: ate: Scale: V0- MS MRR 0.. as shown MTCHLINE - SEE THIS SHEET TO RIGHT Note Key SPLSH P Y OTHERS, SEE VORTE PLNS. COORINTE SME CONCRETE SPLSH P SURFCE (0' IMETER), Y OTHERS, SEE VORTE PLNS. COORINTE SME " CONCRETE WLK, SEE TYP. ETIL SPHLT PTH, SEE TYP. ETIL COVINGTON MEMORIL PEESTL N PLQUE Y OTHERS. COORINTE SME CONCRETE PLNTER CUR, SEE TYP. ETIL ' I. SNLSTE LOGO, SEE TYP ETIL (SEE LT. THIS SEET) EISTING PICNIC SHELTER TO RE 0 EISTING CONCESSION UILING TO RE PROPOSE PVILION Y OTHERS, COORINTE FOOTING INSTLLTION WITH CONCRETE PVING FMILY CHNGING ROOMS, SEE TYP. ETILS N ELEVTIONS IKE RCK ( TOTL, Y OTHERS) ON CONCRETE P (THIS CONTRCTOR, SEE TYP. ETIL ' HT ECORTIVE FENCE WITH () ' WIE GTES. SEE TYP. ETIL RELOCTE EISTING GRILL. SEE TYP. ETIL TRSH RECEPTCLE Y OTHERS VN CCESSILE HNICP SIGN N POST, SEE TYP. ETIL ( TOTL) 0 HNICP PRKING SIGN N POST, SEE TYP. ETIL ( TOTL) PLYGROUN RE, Y OTHERS, COORINTE SME PLNTING E TYP, SEE LNSCPE PLN 0' 0' 0' SHE SILS ( TOTL) Y OTHERS, COORINTE POST INSTLLTION. SEE TYP. ETIL SOE LWN, SEE LNSCPE PLN LL RES ISTURE Y CONSTRUCTION SHLL E RESTORE PER SPECIFICTIONS. (SEE LT. THIS SHEET) SPLSH P CINET MNIFOL N CONCRETE P Y OTHERS, SEE VORTE PLNS TLES WITH ENCH SETING Y OTHERS ( TOTL), COORINTE SME ENCH Y OTHERS ( TOTL), COORINTE SME EISTING PRKING LOT NORTH OF ELINETE RE N SOUTH OF EISTING ISLNS SHLL E REMOVE N REPLCE TO ISTURE LIMITS RESULTING FROM CONSTRUCTION OPERTIONS. PRKING LOT IS TO E RE-STRIPE, ETEN STRIPING TO EISTING ISLNS. SEE TYP. ETILS N SPECIFICTIONS. HNICP CCESSILE PRKING ( SPCES) 0 EISTING SPHLT PTH TO RE, PROTECT S REQUIRE EISTING TREE TO RE, TYP. PROPOSE ERM, SEE GRING PLN ECIUOUS TREE PLNTING, SEE LNSCPE PLN EVERGREEN TREE PLNTING, SEE LNSCPE PLN NORTH GRPHIC SCLE " = 0' SURVEY PROVIE Y: FTC&H 00 MacKenzie r #00 Novi, MI.. JO NUMER: TE:.. FULL WORKING YS EFORE YOU IG CLL Know what's below MISS IG System, Inc. Call before you dig Issued: 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS Sheet: Site Plan Sheet Number: c 0 Russell esign, Inc. L-

7 0 Gal R' Construction Notes: It shall be the Contractor's responsibility to verify all existing survey information including the utility systems before any demolition or construction work occurs. ny discrepancies with the survey information shall be reported to the architect and owner's representative immediately. Contractor is responsible for replacement of any existing materials that are damaged during construction. See specifications for construction requirements, materials, and execution. SPHLT PRKING LOT PPRO. EGE OF E. Note Key CHNGING ROOM UILING Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and / or grade differences exist that may not have been known during the design. Such conditions shall be immediately brought to the attention of the Landscape rchitect. The contractor shall assume full responsibility for all necessary revisions due to lack of such notification. Contractor shall be responsible for any coordination with subcontractors as required to accomplish operations. Contractor shall ensure all utilities, equipment and sleeving have been placed, tested and approved prior to placement of finished surface. PLYGROUN '-" ll property lines and lot lines shall be verified prior to commencing work. Contractor shall submit all samples per specifications. ll samples shall be approved by the architect or owner's representative prior to construction. imensional flexibility shall be within plant beds only. Contractor shall coordinate all site layout with the Landscape rchitect and report any dimensional discrepancies prior to construction. ll walks shall be constructed with smooth and continuous curves as indicated on drawings. ll staking shall be approved by owner's representative prior to installation of walks. ll corrective measures shall be implemented by the contractor at no expense to the owner. Handicapped ramps shall meet all current barrier free design codes. PTH / LOGO '-" SPLSH P EGE OF WLK 0'-" '-" FCE OF UILING SELINE '' FCE OF UILING SELINE 'C' '-" '-" PTH INTERSECTION '-" '-" PRKING PTH INTERSECTION '-" SPHLT PRKING LOT PPRO. EGE OF E. '-0" 0'-0" '-" R.P '-" PTH INTERSECTION '-" 0'-0" '-0" '-" '-0" '-0" '-" '-" PPRO. EGE OF E. SPHLT PRKING LOT EISTING CONCESSIONS UILING PROPOSE PVILION, Y OTHERS EISTING PICNIC SHELTER TPER NEW WLK TO MTCH EISTING UILING OVERHNG, TYP. CONCRETE PVING T " HEGON PVILION (Y OTHERS), COORINTE PVIION POST FOOTING INSTLLTION. SEE TYP. ETIL PRKING ' TYP. '-0" R' R' R' '-0" R.P. '-" ' ' R' LIGN. R'. ' ' TYP. '-" '-0" PTH '-" EQ. EQ. '-" '-0" TYP. R'. ' ' R' R +/- '-", MTCH E. INTERSECTION RIUS PT CONCRETE SELINE '' LIGN LIGN FCE OF UILING P SPLSH PLYGROUN LOGO '-" +/- R'-" '-" '-" INTERSECTION '-" '-" PTH '-" '-" '-0" R0'-0" ENCH P '-" R0' '-0" ENCH '-" LIGN P '-0" TYP..0 CL ENCH. R0'-0" MTCHLINE - SEE THIS SHEET TO RIGHT ENCH P. TYP. R0'-0" 0. +/- R'-".. '-" TYP. '-0" ENCH P R'-" R'-" '-" R.P. '-" PLYGROUN R0' R' ENCH ENCH R0' R. PT. " '-" R' R' 0.0 TYP. R0' PTH/LOGO ENCH R'-0" '-0" EQ. EQ. '-0".0 R'-0". R'-0" R'-0" R.P. '-" '-0" RIUS '-". LIGN TYP. R'-0".. TYP. ' ' '-" '-0" CINET ENCH '-0" TYP. ' R'-0" CENTER ETWEEN JOINTS, SEE JOINTING PLN (CONCRETE P Y OTHERS) R'-" ' C- R' R' '-" '-0" R' '-" LIGN EQ. EQ. RIUS '-" '-0" R' C- '-" PICNIC TLE SHE SIL '-0" TYP. R'-0" '-" '-" C- '-" 0'-" R0'-" LIGN EQ. EQ. R'-" 0'-" '-" R0'-0" '-". R'-" R' RIUS : '-" R' R' R0'-0" PTH INTERSECTION R' R' R0'-0" RIUS 0'-" R.P. '-" RIUS '-" R' ' ' TYP. RIUS '-" '-" '-" 0'-" '-" GRPHIC SCLE NORTH " = 0' SELINE '' EGE OF E. CONC GRILL GRILL 0'-0" '-0" '-" '-" ' SELINE 'E' R'-0" PTH INTERSECTION EGE OF E. CONC '-" PVILION MTCHLINE - SEE THIS SHEET TO LEFT 0'-0" '-" PTH INTERSECTION 0'-0" R0'-0" '-" R' R' LIGN R.P. 0'-" '-" R' R' SURVEY PROVIE Y: FTC&H 00 MacKenzie r #00 Novi, MI.. JO NUMER: TE:.. '-" '-" FULL WORKING YS EFORE YOU IG CLL Know what's below MISS IG System, Inc. Call before you dig CL '-" '-" INTERSECTION PTH Project: R. PT Layout Plan SELINE '' Quirk Park 0 Quirk Road, Client: FCE OF UILING Van uren Township & Tyler Road Van uren Township, MI Job Number: rawn: Checked: ate: Scale: Issued: V0- MS MRR 0.. as shown 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review Sheet: Sheet Number: c 0 Russell esign, Inc. LNSCPE RCHITECTURE ESIGN PLNNING L- Northville, MI Rayson Street Suite P... Van uren Township, MI 0.. ISSUE FOR IS

8 TYP. '-0" '-0" LIGN JOINTS WITH JOINTS T SPLSH P. SPCE EVENLY ETWEEN TO +/- '-0" EQ. +/- '-0" '-0" TYP. '-0" '-0" TYP. JOINT SPCING +/- '-0" O.C., SEE TYP ETIL L- JOINTING T EISTING PICNIC SHELTER EQ. EQ. Project: Quirk Park 0 Quirk Road, Client: LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... Van uren Township, MI Van uren Township & Tyler Road Van uren Township, MI L- JOINTING FOR CONCRETE PVING SURROUNING PLYGROUN N SPLSH P Note Key JOINTING T SPLSH P Y OTHERS, LIGN JOINTS T SURROUNING WLKS Note Key EPNSION JOINT, SEE TYP. ETIL '-0" '-0" L- JOINTING T PROPOSE PVILION SURVEY PROVIE Y: FTC&H 00 MacKenzie r #00 Novi, MI.. Job Number: rawn: Checked: ate: Scale: Issued: V0- MS MRR 0.. as shown 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS SPHLT WLKS, SEE TYP. ETIL EISTING CONCRETE, PROTECT S REQUIRE JO NUMER: TE:.. PLYGROUN PVILION, Y OTHERS EISTING PICNIC SHELTER NORTH FULL WORKING YS EFORE YOU IG CLL Sheet: Jointing Plan. EPNSION JOINT TO E LOCTE ROUN THE ENTIRE PERIMETER OF SPLSH P, Y OTHERS GRPHIC SCLE " = 0' Know what's below MISS IG System, Inc. Call before you dig Sheet Number: c 0 Russell esign, Inc. L-

9 INV. 0. INV. 0. O PE T O PE L PE. IT. IT INV. 0. M IN SL O PE. % T LF Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and / or grade differences exist that may not have been known during the design. Such conditions shall be immediately brought to the attention of the Landscape rchitect. The contractor shall assume full responsibility for all necessary revisions due to lack of such notification. THICKEN PLNTER CUR EGE T NORTHWEST CORNER JCENT TO PRKING LOT TO CONFORM WITH EISTING M IN. % INV. 0. '0" INV TC 00. C 00. INSTLL PVC OWNSPOUT N CONNECT TO RIN, SEE CIVIL WGS PLYGROUN UNERRIN ENGLRGEMENT SCLE: " = 0'-0" (Y OTHERS) 0. TC 00. C Contractor shall be responsible for any coordination with subcontractors as required to accomplish operations Contractor is responsible for replacement of any existing materials that are damaged during construction % TYP TC 0.0 C No change in contract price will be allowed for actual or claimed differences between existing grade and those shown on plans after contractor has accepted existing grades and moved on to the site PLY-PROUCT-REF 0. 0 Gal PLY-PROUCT-REF RIM LP 0. PLY-PROUCT-REF PLY-PROUCT-REF 0. PLY-PROUCT-REF PLY-PROUCT-REF C RIM PLY-PROUCT-REF PLY-PROUCT-REF PLY-PROUCT-REF MH RIM 0. PLY-PROUCT-REF PLY-PROUCT-REF 0. PLY-PROUCT-REF RIM C 0. TC 0. C TW 0.0 W Note Key E. WM TOP PIPE +/-00. INV S TC PLY-PROUCT-REF SEE ENLRGEMENT OVE FOR PLYGROUN UNERRIN (Y OTHERS) ny additional imported or exported material shall be approved by the owner's representative and shall be paid for on a unit price basis. 0. PLY-PROUCT-REF 0. 0 PLY-PROUCT-REF PLY-PROUCT-REF % SLOPE 0. % SLOPE It is the intent of the drawings that the cut and fill operations balance and that no additional material is required to be imported or exported. The contractor shall be responsible to balance the site and shall include all earthwork operations in base bid. djustments to the proposed elevations shall be approved by the landscape architect PLY-PROUCT-REF ll proposed elevations indicated on the plans are assumed to be finished elevations. The contractor shall refer to all details and specifications to determine required sub-grade elevations PLY-PROUCT-REF PLY-PROUCT-REF PLY-PROUCT-REF % SLOPE 0. PLY-PROUCT-REF 0. TC 0. C MTCH J. PVMT +/ MEET FLUSH % SLOPE 0. MEET FLUSH 0. TC 0.0 C HP C C- FF 0.0 ll existing and proposed utility structures that lie within the limit of work shall be adjusted to grade by this contractor ot the respective utility company for which this contractor is responsible to coordinate FF MEET J. PVMT +/ MEET J. PVMT +/- 0.0 ll grading and placement of drainage structures to be approved in the field by the owner's representative. MTCH J. PVMT +/ TC 0. C 0 Contractor shall be responsible for 'rounding off' all sharp ridges and visible slope transitions whether or not such conditions are indicated on the drawings ll proposed grades are to meet and blend in with the existing grade at project limit. Precise elevations indicated on the plans to be verified in field to as-built condition Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said INV. 0. LF PE. % M IN SL T LF INV. 0.0 IN. % SL O SLO PE F IN. L IN. % SL F T L % SL S LO PE F " L PE.% T It shall be the Contractor's responsibility to verify all existing survey information including the utility systems before any demolition or construction work occurs. ny discrepancies with the survey information shall be reported to the architect and owner's representative LF LF SL O T INV. 0. MI N IN. % ETEN ITUOUS PVEMENT TO SOUTH SIE OF PLNTING ISLNS, MEET JCENT PVEMENT FLUSH WITH EISTING PRKING LOT LF PVC % SLOPE. % '-0" PE Grading Notes: PLY-PROUCT-REF M IN INV. 0.'-0" %. INV. 0. M IN INV. 0. SL O LF S LO F " O L T IN. % INV. 0. PE T T INV C- 0. RIM 0. (EISTING) LNSCPE RCHITECTURE ESIGN PLNNING OULER WLL, SEE TYP. ETIL " SOLI SCH. 0 PVC RIN PIPE. TP EISTING MNHOLE N PRGE CONNECTION. STU INTO PLYGROUN RE. ' TO CCEPT PLYGROUN UNERRIN. TPE EN OF STU N MRK LOCTION/INVERT TC 0. C % TYP Rayson Street Suite Northville, MI P... Project: NOTES: MEET J. PVMT 0.. MEET JCENT PVEMENT FLUSH N LIGN EGES T LL LOCTIONS WHERE PROPOSE PVEMENT UTS EISTING PVEMENT.. LL WLKWYS WILL HVE % MIMUM CROSS SLOPE. MEET J. PVMT +/-0. 0 MEET J. PVMT FLUSH +/ MEET J. PVMT FLUSH +/-0. +/ Van uren Township & REFER TO CIVIL RWINGS FOR LL PROPOSE SURFCE N SUSURFCE UTILITIES. REFER TO ELECTRICL PLNS FOR LL PROPOSE ELECTRICL UNERGROUN SERVICE 0. TP 0 Quirk Road, Van uren Township, MI Client:. 0. TP 0 Quirk Park Tyler Road Van uren Township, MI Job Number: rawn: Legend MEET J. PVMT FLUSH +/-0. Checked: ate: Scale: EISTING CTCH SIN WITH FILTER SE, SEE TYP. ETIL MEET J. PVMT FLUSH +/-0.0 Issued: SURVEY PROVIE Y: PPROIMTE LIMIT OF SILT FENCE, SEE TYP. ETILS SOIL ORING LOCTION, SEE SPECS FOR ORING LOGS N RESULTS FTC&H 00 MacKenzie r #00 Novi, MI.. LIGN WITH EISTING PVEMENT JO NUMER: TE:.. FULL WORKING YS EFORE YOU IG CLL NORTH GRPHIC SCLE Owner Review Planning Commission & oard Review Owner Review 0.. ISSUE FOR IS Sheet: Grading & rainage Plan Know what's below Call before you dig MISS IG System, Inc. " = 0' V0- MS MRR 0.. as shown Sheet Number: c L- 0 Russell esign, Inc.

10 Planting Notes: The Contractor shall verify all rights of way, easements, property lines and limits of work, etc. prior to commencing work. The Contractor shall be responsible for contacting and coordinating with all pertinent utility companies hours in advance of any digging to make himself familiar with all underground utilities, pipes and structures. The Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. The Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist. Such conditions shall be immediately brought to the attention of the owner's representative and/or Landscape rchitect. The Contractor shall assume full responsibility for all necessary revisions due to failure to give such notification. 0 HE ny discrepancies between dimensioned layout and actual field conditions shall be reported to the Owner's representative and Landscape rchitect. Failure to make such discrepancies known will result in Contractor's responsibility and liability for any changes and associated cost. The Contractor shall be responsible for any coordination with subcontractors as required to accomplish construction installation operations. o not scale drawings. Refer to written dimensions only. The Contractor shall provide and maintain positive surface drainage. The Contractor shall be responsible for any existing materials that are damaged during construction. See specifications, plant list and planting details for planting requirements, materials and execution. ll trees to have clay loam or clay balls - trees with sand balls shall not be accepted. ll trees to be approved by Owner's Representative and/or Landscape rchitect prior to delivery to the site. ny trees delivered to the site not previously approved may be rejected and are the sole responsibility of the Contractor. PG F Final location of all plant material shall be subject to the approval of the Landscape rchitect. F TG PH 0 The Contractor to verify percolation of all planting pits prior to installation of plant material. C- C- LTERNTE (LWN) IN LIEU OF SOE LWN ON " PETH TOPSOIL, SUSTITUTE SEEE LWN ON " EPTH TOPSOIL, TYP. LL RES ISTURE Y CONSTRUCTION SHLL E RESTORE PER SPECIFICTIONS. SEE PROPOSL FORM SECTION 00 LT 0 Gal LT F MTCHLINE - SEE THIS SHEET TO LEFT LNSCPE RCHITECTURE ESIGN PLNNING Rayson Street Suite P... 0" HE Project:. "T YP Quirk Park '- HE CC Northville, MI 0 Quirk Road, Van uren Township, MI C- ' -0 Client: 0 PK Van uren Township & C.. 'O PK Tyler Road Van uren Township, MI. YP T Job Number: rawn: Checked: ate: Scale: Issued: MTCHLINE - SEE THIS SHEET TO RIGHT Note Key ECIUOUS TREE PLNTING, SEE TYP. ETIL. EVERGREEN TREE PLNTING, SEE TYP. ETIL. PERENNIL PLNTINGS, SEE TYP. ETIL. SOE LWN ON " EPTH TOPSOIL, TYP. LL RES ISTURE Y CONSTRUCTION SHLL E RESTORE PER SPECIFICTIONS. (SEE LT. ) METL EGING ETWEEN LWN N LNSCPE E. ORNMENTL TREE PLNTING, NOT IN CONTRCT, CONTRCTOR SHLL COORINTE INSTLLTION V0- MS MRR 0.. as shown SURVEY PROVIE Y: ERM, SEE GRING PLN EISTING TREE TO RE, TYP.. RESTORE ISTURE RE WITH SOE LWN ON " EPTH TOPSOIL TO LIMITS OF RESTORE SPHLT SURFCE RESULTING FROM CONSTRUCTION OPERTIONS (SEE LT., THIS SHEET) 0 MULCH EVERGREEN TREES IN CONTINUOUS E OF SHREE RK MULCH. SEE TYPICL PLNTINGS ETIL FOR REQUIRE EPTH. PROVIE SHOVEL CUT EGE ETWEEN LWN N MULCH E. FTC&H 00 MacKenzie r #00 Novi, MI.. OULE SHREE RK MULCH IN PLNTING ES N EVERGREEN TREE ES, SEE TYPICL PLNTING ETILS FOR REQUIRE EPTH Owner Review Planning Commission & oard Review Owner Review 0.. ISSUE FOR IS JO NUMER: TE:.. FULL WORKING YS EFORE YOU IG CLL NORTH GRPHIC SCLE Sheet: Landscape Plan Know what's below Call before you dig MISS IG System, Inc. " = 0' Sheet Number: c L- 0 Russell esign, Inc.

11 0'-0" 0'-0" '-" '-" ENCH ENCH '-" '-" Note Key Note Key x CMU LOCK " IR GP LUUM GUTTER N OWNSPOUT TO MTCH ROOF, SEE CIVIL RWINGS FOR RIN N INVERT 0'-0" L-0 '-0" CHNGING TLE '-" '-" CHNGING TLE '-0" FCE RICK, MTCH EISTING CONCESSIONS UILING Y CHNGING STTION () TOTL ' SURFCE MOUNTE CKLESS ENCH () TOTL, Y OTHERS ' IMETER CLER ZONE MEIUM ROOM FINISH CONCRETE, RUN ROOM FINISH EST N WEST SCORE JOINT, SEE TYP. ETIL GLV. METL HOLLOW OOR N FRME. PRIME N PINT PER SPECIFICTIONS, COLOR TO MTCH EISTING CONCESSION UILING. '-0" '-0" /". SEE SPECS FOR OOR TYPE N HRWRE RIGE VENT, MTCH METL ROOF 'SNP LOCK' STNING SEM METL ROOFING, OR PPROVE SUSTITUTE. OVER 0# FELT ON /" OS SHETHING ON 0 WOO " O.C. COLOR TO MTCH EISTING CONCESSIONS UILING STNING SEM METL ROOF UILING STRUCTURE ELOW SNOW GURS PLCE STRTING " FROM EGE. PLCE GURS ETWEEN ECH " SEM STGGERE " PRT. SECON ROW '-0" UP ROOF FROM FIRST STGGERE ROW. ON OWNSPOUT SIE OF UILING ONLY. '-" '-0" L-0 0'-" '-0" '-". Y CHNGING STTION VILLE FROM INTERNTIONL UILING PROUCTS, 0 GLOE ST, LIVONI MI 0 OR MOEL # K000-0SS OR PPROVE SUSTITUTE 0'-0". ' CKLESS ENCH VILLE FROM UMOR. MOEL # 0-0PL S OR PPROVE SUSTITUTE L- FLOOR PLN /" = '-0" L- ROOFING PLN /" = '-0" " '-" " '-" " '-" " " Note Key LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... FOUNTION WLL ON CONCRETE SPRE FOOTING, SEE WLL SECTIONS " CONCRETE SL ON MIL VPOR RRIER ON " GRNULR SE, MEIUM ROOM FINISH, RUN ROOM FINISH EST N WEST Project: Quirk Park 0 Quirk Road, Van uren Township, MI L-0 ' ' SUPPORTE OOR SL, SEE TYP. ETIL OWNSPOUT INTO PROPOSE CTCH SIN, SEE GRING PLN N CIVIL RWINGS UILING OVERHNG Client: Van uren Township & Tyler Road Van uren Township, MI SCORE JOINT, SEE TYP. ETIL L-0. INSTLL EPNSION JOINT ROUN LL INTERIOR WLLS N OOR OPENINGS. OPTION FOR CONTRCTOR TO INSTLL "MSS FOOTING" S N LTERNTIVE TO SUPPORTE SL CONITION. Job Number: rawn: Checked: ate: Scale: Issued: V0- MS MRR 0.. as shown 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS '-" '-" '-0" '-" '-" FULL WORKING YS EFORE YOU IG CLL L- FOUNTION PLN /" = '-0" NORTH Know what's below MISS IG System, Inc. Call before you dig Sheet: Family Changing Room Foundation, Flooring and Roofing/Framing Plan Sheet Number: c 0 Russell esign, Inc. L-

12 0'-0" Note Key - Elevations 0 0'-0" " = '-0" /" SIGN '-0" 0'-0" 0 0'-0" " " SCORE CMU LOCK, MTCH EISTING CONCESSIONS UILING STNING SEM METL ROOF, COLOR TO MTCH EISTING CONCESSIONS UILING FCE RICK, MTCH EISTING CONCESSIONS UILING POLYCRONTE WINOW WITH LUUM TRIM GLV. METL HOLLOW OOR N FRME. PRIME N PINT PER SPECIFICTIONS, COLOR TO MTCH EISTING CONCESSION UILING. '-0" '-0" /". SEE SPECS FOR OOR TYPE N HRWRE FINISH GRE, SEE GRING PLN " ", "FMILY CHNGING" SIGN. PRT # S-0. TCTILE TOUCH SIGNS WITH RILLE " HLF ROUN GUTTER & STRP " O.C. FSTENE TO SHETHING N RFTER. TIN /" CLERNCE ETWEEN ROOF RUN-OFF N OUTSIE EGE OF GUTTER ' SNOW N ICE SHIEL N 0# FELT REK METL EVE TRIM WITH RIP EGE PINT TO MTCH METL ROOF METL KICK PLTE, MTCH EISTING CONCESSIONS UILING "FMILY CHNGING" SIGN VILLE FROM 00 CMN PLZ WEST, SUITE 0, ROOKLYN, NY 0, 00-- OR PPROVE SUSTITUTE. N '-" " TYP. '-0" 0. TYP. '-0" '-". 0 FOOTING EYON SUPPORTE SL, SEE TYP. ETIL LUUM GUTTER SYSTEM N OWNSPOUT, SECURE TO RIN SYSTEM WITH PVC OOT. SECURE OOT TO OWNSPOUT. SEE CIVIL RWINGS " HLF ROUN GUTTER & STRP " O.C. FSTENE TO SHETHING N RFTER L- EST ELEVTION /" = '-0" L- NORTH ELEVTION /" = '-0" Note Key 0'-0" 0 ' OVERHNG 0 0 " 0 FCE RICK TO MTCH EISTING CONCESSIONS UILING. SECURE TO CMU WITH GLV. MSONRY " O.C. OTH WYS THRU WLL METL FLSHING. GROUT MSONRY SOLI ELOW FLSHING " " SCORE ECORTIVE LOCK TO MTCH EISTING CONCESSIONS UILING EPNSION JOINT CKER RO N SELNT, TYP. CONCRETE TRENCH FOOTING. FOOTINGS TO GO THRU EISTING FILL TO NTIVE NON ORGNIC SOILS ('-" ). SEE SOILS REPORT " " RIGI PERIMETER INSULTION # REINF. INCHES ON CENTER () # REINF. R TOP N OTTOM " CONCRETE SL W W. WWF ON " COMPCTE STONE OVER VPOR RRIER # REINF. " O.C. LIGN WITH VERTICL REINF. ETEN " INTO CMU LOCK " " " SCORE ECORTIVE LOCK GROUT CMU SOLI, TYP. MP PROOFING " " " CMU WITH HORIZONTL " O.C. " IR GP # REINF. " O.C. GROUT CORE T ECH LOCTION 0 'SNP LOCK' STNING SEM METL ROOFING, OR PPROVE SUSTITUTE ON 0 MIL. THICKNESS SELF HERE ICE N WTER SHIEL ON /" OS SHETHING. COLOR TO MTCH EISTING CONCESSION UILING. FSCI OR. COVER IN LUUM TO MTCH METL ROOF 0 NILER LOCKING " " " SCORE ECORTIVE LOCK TO MTCH EISTING CONCESSION UILING NILER CMU UNIT TO E CONTINUOUS ON EM WITH () # RS METL RIP EGE TO MTCH METL ROOF PRE-FINISHE CONT. VENTE LUUM SOFFIT PNELS (Y THE STNING SEM ROOFING CONTRCTOR) /" " SMOOTH FIER CEMENT OR TRIM PINT TO MTCH SOFFIT COMPCTE SUGRE TO % MO PROCTOR " IR GP WITH EVE FFLE VERTICL STU TO RETURN GYP. OR OWN TO THE TOP OF MSONRY TO CLOSE OFF THE TOP OF WLL N HIE HURRICNE CLIP 0" '-0" TYP. ' " Note Key STNING SEM METL ROOF OVER 0 MIL. ICE N WTER SHIEL OVER /" OS SHETHING OR S REQUIRE Y ROOFING MNUFCTURER METL RIP EGE TO MTCH METL ROOF POLYCRONTE WINOW SYSTEM Y MNUFCTURER. SECURE WINOW FRME TO TOP N OTTOM PLTES S REQUIRE. SUMIT SMPLES OF WINOW SYSTEM FOR PPROVL Project: Quirk Park 0 Quirk Road, Client: Van uren Township & Tyler Road Van uren Township, MI Job Number: rawn: Checked: ate: Scale: LNSCPE RCHITECTURE ESIGN PLNNING V0- MS MRR 0.. as shown Northville, MI Rayson Street Suite P... Van uren Township, MI L- TYPICL WLL SECTION /" = ' - 0" " 0 /" USE RESISTNT GYP. OR OVERLP ONTO ON EM ". SCREW TO UNERLYMENT, INSTLL JOINT TP,E JOINT COMPOUN S REQ' TO RECEIVE LTE PRIMER N PINT. COLOR SHLL E WHITE. SUMIT SMPLES FOR PPROVL. R- FIERGLSS TT INSULTION " " P.T. TOP PLTE. " O.C. +/- WITH /" I. " LONG HOOKE NCHORS GLV. HURRICNE ECH RFTER 0 " O.C. () HR L- TYPICL POLYCRONTE WINOW GLE ENS /" = ' - 0" " " RKE OR FILL N FINISH PINT. COLOR Y OWNER " " FSCI PRE-FINISHE CONT. VENTE LUUM SOFFIT PNELS (Y THE STNING SEM ROOFING CONTRCTOR) SUMIT COLOR SMPLES FOR PPROVL /" SMOOTH FIER CEMENT OR, FILL N FINISH PINT. COLOR Y OWNER PORK CHOP EVE ON LOOKOUT FRG. COVER IN LUUM TO MTCH METL ROOF MSONRY, SEE SECTIONS FULL WORKING YS EFORE YOU IG CLL Know what's below MISS IG System, Inc. Call before you dig Issued: 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS Sheet: Family Changing Room Elevations & etails Sheet Number: c 0 Russell esign, Inc. L-0

13 N INSIE OUTSIE SLOPE Note Key '-0" OVERHNG Note Key VOI " x ' - 0" '-0" " '-0" 0". TRENCH FOOTING WITH () #" TOP N OTTOM, CONT. /". " 0 STNING SEM METL ROOF OVER 0 MIL. ICE N WTER SHIEL OVER /" OS SHETHING OR S REQUIRE Y ROOFING MNUFCTURER CMU LOCK POLYCRONTE WINOW SYSTEM Y MNUFCTURER. SECURE WINOW FRME TO TOP N OTTOM PLTES S REQUIRE. SUMIT SMPLES OF WINOW SYSTEM FOR PPROVL " 0" RKE OR FILL N FINISH PINT. COLOR Y OWNER FLSHING TO COVER WOO NILER PRE-FINISHE CONT. VENTE LUUM SOFFIT PNELS (Y THE STNING SEM ROOFING CONTRCTOR) SUMIT COLOR SMPLES FOR PPROVL /" SMOOTH FIER CEMENT OR, FILL N FINISH PINT. COLOR Y OWNER L- SUPPORTE SL " = '-0" " CONCRETE SL WITH " O.C. EW OTTOM FOOTING EYON CONCRETE WLK, SEE TYP. ETIL N LYOUT PLN UILING WLL, SEE SHEET L-0 COMPCTE % MO PROCTOR. OPTION FOR CONTRCTOR TO INSTLL "MSS FOOTING" S N LTERNTIVE TO SUPPORTE SL CONITION. CONTINUOUS METL FLSHING LOCKING 0 () HR TOP PLTE Note Key L- TYPICL SECTION T POLYCRONTE WINOW SYSTEM " = '-0" PLYWOO SHIM S REQUIE CONTINUOUS ON EM CMU LOCK OUTSIE INSIE /" H.M OOR ETERIOR FINISH SL ELEVTION /" ELOW INTERIOR FINISH FLOOR ELEVTION FINISH GRE LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... " Project: Quirk Park 0 Quirk Road, Van uren Township, MI " L- THRESHOL ETIL " = '-0" Client: Van uren Township & Tyler Road Van uren Township, MI Note Key CONCRETE LOCK, GROUT FIRST LOCK, CORE SOLI " Note Key CONCRETE LOCK, GROUT FIRST LOCK, CORE SOLI Job Number: rawn: Checked: ate: Scale: V0- MS MRR 0.. as shown L- HE " = '-0" " /" M ECH EN. PROVIE WEEP VENTS T " O.C. SELNT UNER FLSHING RICK PINT EPOSE EN OF LOOSE LINTEL PINT EPOSE STEEL SELNT TYP. T INT. N ET. " " " L NGLE WEL TO /" STEEL LINTEL. ER LINTEL IMUM " ECH EN OF OOR OPENING L- HE " = '-0" GROUT FILL H.M., OOR FRME CONT. SELNT ECH SIE OF FRME RICK " LUM. THRESHOL H.M OOR ULLNOSE CMU T LL INTERIOR OOR JMS Issued: 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS Sheet: Family Changing Room etails Sheet Number: c 0 Russell esign, Inc. L-

14 VRIES W/ ENCH SIZE '-0" min. ENCH '-" '-0" " min. EGE OF CCESSILE ROUTE " EPTH CONCRETE ENCH P TYPICL ' ENCH EPNSION JOINT, SEE TYP. ETIL CONTROL JOINT, SEE TYP. ETIL " " CLER SPCE TO CCOMMOTE WHEEL CHIR SETING FRONT OF P IS SHOWN STRIGHT, SEE PLN LYOUT TO CONFORM WITH RIUS " " " FLUSH MEIUM ROOM FINISH POURE CONCRETE SL SEE TYP. ETIL SN SE COMPCT TO % MO. PROCTOR COMPCTE SUGRE TO % MO. PROCTOR EP. JOINT, SEE TYP. ETIL SUPPORTE CONC. SL N FOUNTION, SEE TYP. ETIL SHEET L- 0 L- TYPICL ENCH LYOUT ETIL - REFERENCE ONLY SCLE: /" = '-0" '-0" '-0" '-0" '-0" (CONCRETE P Y THIS CONTRCTOR) L- CONCRETE P T LG. ENTRYS SCLE: " = '-0" see grading plan OULER WLL STONE TO E " TO " I. USE LRGER STONES T OTTOM, SMLLER STONES T TOP. URY OTTOM STONE /. TYPR FILTER FRIC. SEE SPECS. ENCPSULTE STONE COMPLETELY OVERLP FRIC. " /" CLER CRUSHE NTURL STONE /" MOT WERING COURSE COMPCTE SUGRE TO % MO. PROCTOR CONCRETE SL, SEE TYP. ETIL IKE RCK, Y OTHERS ON COT " MOT SPHLT LEVELING COURSE '-0" " CRUSHE SE, COMPCT TO % MO. PROCTOR. ETEN SE " EYON EGE OF PVEMENT COMPCTE SUGRE TO % MO. PROCTOR L- OULER WLL SCLE: /" = '-0" IKE RCK LYOUT - REFERENCE ONLY L- TYPICL LYOUT /" = '-0" (CONCRETE P Y THIS CONTRCTOR) EISTING GRILL ( TOTL) EISTING GRILL POST L- " " SPHLT PTH SCLE: " = '-0" MEIUM ROOM FINISH CONCRETE " THICK CONCRETE WLK ". SN FILL SE COMPCTE TO % MO. PROCTOR ". " " TRENCH ". " ". COVER LC TRENCH ". EPTH TOPSOIL N LWN RINGE PIPE. REFER TO PLNS N SPECS. FOR TYPE N SIZE. FINISH GRE WRP TOP OF TRENCH WITH NON-WOVEN CLOTH FILTER FRIC /" CLER CRUSHE NT. STONE CKFILL TRENCH WITH NTIVE SOIL. LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... /" CONCRETE PVING, SEE TYP. ETIL HOL TOP OF FOOTING OWN " TO CCEPT NEW CONCRETE PVING. SEE LYOUT PLN COMPCTE SUGRE TO % MO PROCTOR IT IS INTENE TO INSTLL GRILLS USING EISTING FOOTING. L- TYPICL " CONCRETE WLK SCLE: " = '-0" COMPCTE SUGRE TO % MO. PROCTOR L- RINTILE INSTLLTION ETIL - FOR REFERENCE ONLY SCLE: " = '-0" PIPE IMETER TYPE - RINGE TRENCH PERFORTE RINTILE PIPE IMETER TYPE - CONUCTING TRENCH RIGI PVC PIPE UNISTURE SUGRE Project: Quirk Park 0 Quirk Road, Van uren Township, MI Client: Van uren Township & Tyler Road Van uren Township, MI " ". " /" EP. JTS. TO HVE /" CKER RO N SELNT. SWCUT OR TOOLE CONTROL JT. SPCE T +/- '-0" O.C. SEE JOINTING PLN SELNT. COLOR TO MTCH CONC. SUMIT SMPLE FOR PPROVL /" EPNSION JT. SPCE T ' - 0' O.C. W/ TOOLE JOINT CKER RO EPNSION JOINT FILLER CONCRETE SIEWLK SN SE COMPCTE TO % MO PROCTOR '-" VRIES SEE LYOUT PLN " " " /" PLYGROUN SURFCE Y OTHERS. " CONC. WLK, SEE TYP. ETIL CONTROL JOINT, SEE TYP. ETIL COMPCTE SUGRE TO % MO PROCTOR. # REINF. R T & CONT., CUT T E.J. UNERRIN, Y OTHERS " EPTH /" CLER CRUSHE NTURL STONE, Y OTHES TYPR FILTER FRIC ENCPSULTING STONE, Y OTHERS MP PROOFING, Y THIS CONTRCTOR, ENSURE PPLICTION PRIOR TO PLCEMENT OF PLYGROUN SURFCE N SUSURFCE MTERILS. Job Number: rawn: Checked: ate: Scale: Issued: V0- MS MRR 0.. as shown 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS " Ø L- FOOTING FOR EISTING GRILL NOT TO SCLE L- CONTROL N EPNSION JOINTS NOT TO SCLE L- INTEGRL CONC. WLK N PLYGROUN EGE RESTRINT SCLE: " = '-0" Sheet: Site etails Sheet Number: c 0 Russell esign, Inc. L-

15 PLYGROUN '-" '-" EISTING SERIES 00 URKE PLYGROUN, Y OTHERS EISTING Y SWINGS, Y OTHERS " " MEIUM ROOM FINISH CONCRETE " THICK CONCRETE WLK ". SN FILL SE COMPCTE TO % MO. PROCTOR COMPCTE SUGRE TO % MO. PROCTOR S S " GROUT JOINT S ELOW ECK S " /" - " MORTR SETTING E '-" GRNITE LOGO. SET FLUSH WITH J. SURFCES " PLYGROUN '-0" L- CONCRETE T GRNITE LOGO - LT. SCLE: " = '-0" CONCRETE Y OTHERS, SEE VORTE PLNS '-0" LOGO, SEE PLN " THICK OLZNO SNLSTE GRNITE FENCE POST, SEE TYP. FENCE ETIL EQ. EQ. " THICK OLZNO PRO FLME GRNITE " OLZNO SNLSTE GRNITE RECOMMENE JOINT '' '' '' CONCRETE (THIS CONTRCTOR), SEE TYP. ETIL EPNSION JOINT Y OTHERS, SEE VORTE PLNS 0 L- EISTING PLYGROUN LYOUT (REFERENCE ONLY) NOT TO SCLE PLYGROUN '-" '-" PROPOSE 0 SERIES PLYGROUN Y OTHERS PROPOSE Y SWINGS Y OTHERS - NOTES:. CONTRCTOR SHLL PROUCE FULL SIZE TEMPLTE FOR GRNITE LOGO N POSITION TEMPLTE IN FIEL WHERE INICTE ON LYOUT PLN FOR REVIEW N PPROVL. CONTRCTOR SHLL PROVIE " " REPRESENTTIVE SMPLE OF ECH FINISH FOR PPROVL PRIOR TO INITITING WORK. GRNITE VILLE FROM WYER MRLE & STONE. FRGTON HILLS. PHONE: () - OR PPROVE SUSTITUTE L- FENCE T THICKENE CONCRETE EGE " = '-0" SEE ELECTRICL PLN FOR ONING " /" /" PLYGROUN '-" L- '-0" NEW PLYGROUN LYOUT (REFERENCE ONLY) NOT TO SCLE " " EQ. " EQ. " L- LTERNTE - VN UREN TOWNSHIP GRNITE LOGO SCLE: /" = '-0" '-0" LOGO, SEE PLN MEIUM SNLSTE CONCRETE CONCRETE PVING, SEE TYP. ETIL " MEIUM SNLSTE ORER NOTES:. OWNER WILL PROVIE LOGO RTWORK IN REQ' FORMT. CONTRCTOR SHLL PROUCE FULL SIZE TEMPLTE FOR SNLSTE LOGO N POSITION TEMPLTE IN FIEL WHERE INICTE ON LYOUT PLN FOR REVIEW N PPROVL. CONTRCTOR SHLL PROVIE " " REPRESENTTIVE SMPLE OF ECH FINISH FOR PPROVL PRIOR TO INITITING WORK." [ /"].0" [ /"]." [ /"]." ["] TYP..00"±0." [±/"]." [ /"] O.C. MOUNTING SE PLTE SCLE: " = '-0" /" x /" x ga. CHNNEL RIL RCKET # /" SQ. ga. PICKET /" SQ. POST CONCRETE PVING, Y OTHERS COMPCTE SUGRE TO % MO PROCTOR MOUNTING SE PLTE, SEE TYP. ETIL /" SQ. ga. POST " NOTES:. LL FENCE POSTS SHLL E SURFCE MOUNTE. NCHORING METHO SHLL E HY-00R CHEMICL HESIVE Y HILTI. FSTENERS SHLL E /" STINLESS STEEL THREE ROS WITH STINLESS STEEL WSHERS N CORN TIGHTENING NUTS WITH NYLON INSERT LOCK. ROS SHLL ETEN ELOW SURFCE OF CONCRETE TO EPTH OF ". ROS SHLL PROTRUE EYON TIGHTENING NUT TO LLOW FOR STINLESS STEEL CORN CP NUT TO E INSTLLE. TOP SURFCE OF TIGHTENING NUT N OTTOM SURFCE OF CORN CP NUT SHLL E FLUSH.. HOLES RILLE IN CONCRETE TO RECEIVE CHEMICL HESIVE N STINLESS STEEL ROS SHLL E /" IN I.. INSTLL CHEMICL HESIVE N STINLESS STEEL ROS PER MNUFCTURER'S RECOMMENTIONS. LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... L- '-" '-" 0" " +/- " " SQ. FIEL PNEL " VN CCESSILE SIGN INSTLLTION " LUUM RRIER FREE SIGN PNEL: " " SINGLE FCE MOUNT WITH () /" SOCKET HE CP OLTS, NUT, LOCK WSHER N OULE PROTECTIVE WSHERS. ( SIGNS TOTL, VN CCESSILE) FIEL: GRPHIC SYMOL: PNEL: " I. CONCRETE FOOTING CROWN TOP S SHOWN GRPHICS SHLL E SCOTCH LITE HESIVE. WHITE LUE LUE LS STEEL POST, PER MOT SIGN 00 W/ /" I. " O.C. 0" OF /" CLEN, NTURL GGREGTE RIN ROCK FINISH GRE- SEE PLN. UNISTURE SOIL L- L- VRIES W/ GRILL SIZE VN UREN TOWNSHIP SNLSTE LOGO (SE I) SCLE: /" = '-0" '-0" min. SCLE: /" = '-0" '-0" min. '-0" min. VRIES W/ GRILL SIZE TYPICL GRILL LYOUT ETIL GRILL RE - SURFCE SHLL E OF N CCESSILE MTERIL GRILL, SEE TYP. ETIL N SPECS. " " CLER SPCE - REQUIRE ON LL FOUR SIES L-.0" [ /"]." [ /"]." [ /"] L- TYPICL FENCE ETIL SCLE: /" = '-0" SCLE: /" = '-0"." ["] TYP. 0." [/"] L.C..0" [ /"] TYPICL OULE FENCE GTE ETIL 0." [/"] H.C. /" /" ga. CHNNEL RIL " SQ. POST /" SQ. ga. GTE EN /" SQ. ga. PICKET GS GUSSET STRP CONCRETE PVING, Y OTHERS MOUNTING SE PLTE, SEE TYP ETIL COMPCTE SUGRE TO % MO PROCTOR MGN LTCH, OR PPROVE SUSTITUTE INSTLL PER LOCL ORINNCE NOTES:. LL FENCE POSTS SHLL E SURFCE MOUNTE. NCHORING METHO SHLL E HY-00R CHEMICL HESIVE Y HILTI. FSTENERS SHLL E /" STINLESS STEEL THREE ROS WITH STINLESS STEEL WSHERS N CORN TIGHTENING NUTS WITH NYLON INSERT LOCK. ROS SHLL ETEN ELOW SURFCE OF CONCRETE TO EPTH OF ". ROS SHLL PROTRUE EYON TIGHTENING NUT TO LLOW FOR STINLESS STEEL CORN CP NUT TO E INSTLLE. TOP SURFCE OF TIGHTENING NUT N OTTOM SURFCE OF CORN CP NUT SHLL E FLUSH.. HOLES RILLE IN CONCRETE TO RECEIVE CHEMICL HESIVE N STINLESS STEEL ROS SHLL E /" IN I.. INSTLL CHEMICL HESIVE N STINLESS STEEL ROS PER MNUFCTURER'S RECOMMENTIONS. Project: Quirk Park 0 Quirk Road, Van uren Township, MI Client: Van uren Township & Tyler Road Van uren Township, MI Job Number: rawn: Checked: ate: Scale: Issued: Site etails V0- MS MRR 0.. as shown 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS Sheet: Sheet Number: c 0 Russell esign, Inc. L-

16 NOTES:. ' HIGH SNOWFENCE TO E INSTLLE ROUN RIP LINE OF TREES TO E SVE, PRIOR TO NY LN CLERING OR CONSTRUCTION (PLSTIC, SFETY FENCE). NO CUTTING, FILLING OR TRESPSSING SHLL OCCUR INSIE FENCE RE WITHOUT PPROVL FROM LNSCPE RCHITECT TREE RIPLINE ' HIGH SNOWFENCE REMOVE SECONRY LEERS. O NOT PRUNE TERL LEER OR RNCH TOPS. PRUNE LL E N ROKEN RNCHES. REMOVE LL TGS, STRINGS, PLSTICS, N NY OTHER MTERILS WHICH RE UNSIGHTLY OR COUL CUSE GIRLING. STKE TREES JUST ELOW FIRST RNCH W/ -" WIE ELT-LIKE, FRIC STRPS ONLY, ROR TIE OR PPROVE EQUL, (CONNECT FROM TREE TO STKE OPPOSITE FROM ECH OTHER, N LLOW FOR SOME "FLEING") O NOT USE WIRE OR ROPE THROUGH HOSE. REMOVE FTER ONE YER. () "" HRWOO STKES OR EQUIVLENT RIVEN -" OUTSIE OF ROOTLL. REMOVE FTER ONE YER. TREE WRP SECURE W/ IOEGRLE MTERIL T TOP N OTTOM. REMOVE FTER FIRST WINTER. TRENCH OR CUR COVER PLNTING W/ " SHREE HRWOO RK MULCH. LEVE " CIRCLE OF RE SOIL ROUN THE TREE. L- SECTION TREE PROTECTION ETIL NOT TO SCLE PLN CONSTRUCTION RE STEEL POSTS EVERY 0' /" '-" RERO OR EQUL, INSTLL POSTS ' IN GROUN L- REMOVE LL NON-IOEGRLE MTERILS FROM THE ROOTLL. FOL OWN LL URLP N REMOVE WIRE SKET FROM THE TOP / OF THE ROOTLL. MEN SOIL PER SITE CONITIONS N REQUIREMENTS OF THE TREE. TREE PIT TO E TIMES WITH OF ROOTLL " TOPSOIL SUCER ECIUOUS TREE PLNTING ETIL NOT TO SCLE 0 0 TREE SHLL ER SME RELTION TO FINISH GRE S IT ORE ORIGINLLY OR SLIGHTLY HIGHER THN FINISH GRE UP TO " OVE GRE, IF IRECTE Y LNSCPE RCHITECT FOR HEVY CLY SOIL RES. NOTES:. STKE TREES UNER " CLIPER. GUY TREES " CLIPER & OVER. CONTRCTOR TO VERIFY PER- COLTION OF PLNTING PIT PRIOR TO INSTLLTION. SET TOP OF LL " OVE FINISH GRE. SET STKES VERTICL & EVENLY SPCE. STYS OR GUYS TO E SET OVE ST RNCH Project: Quirk Park 0 Quirk Road, LNSCPE RCHITECTURE ESIGN PLNNING Northville, MI Rayson Street Suite P... Van uren Township, MI NOTES:. STKE LL EVERGREEN TREES UNER ' HIGH. GUY LL EVERGREEN TREES ' HIGH N OVER Client: Van uren Township & Tyler Road Van uren Township, MI. NEVER CUT CENTRL LEER -/" ". CONTRCTOR TO VERIFY PERCOLTION OF PLNTING PIT PRIOR TO INSTLLTION SHOVEL CUT EGE OR METL EGE, SEE PLN NOTES: SEE PLNT LIST FOR SPCING -/" EPTH, CNIN PET TOP RESSING OR -/" OULE PROCESSE SHREE RK MULCH ECVTE EISTING SOIL " EEP FILL WITH PLNT MI (SEE SPECS.) UNISTURE SUGRE SHREE RK MULCH " EPTH (' I.), CONNECT ES WHERE POSSILE. PRUNE ONLY TO REMOVE E OR ROKEN RNCHES. SET STKES VERTICL N EVENLY SPCE /" I. LCK RUER HOSE W/ GUY CLE () # GLV. WIRE ( PER TREE) W/ GLV. TURNUCKLE " x " HRWOO STKES TO ETEN " ELOW TREE PIT IN UNISTURE SOIL FIN. GRE SLOPE WY FROM TREE SLIT URLP N LEVE TIE PLNT MI SCRIFY TO " EPTH & RECOMPCT ". ETWEEN ROOTLL N EGE OF PLNT PIT. Job Number: rawn: Checked: ate: Scale: Issued: V0- MS MRR 0.. as shown 0.. Owner Review 0.0. Planning Commission & oard Review 0.. Owner Review 0.. ISSUE FOR IS L- PERENNIL/GROUNCOVER PLNTING ETIL NOT TO SCLE L- EVERGREEN TREE PLNTING ETIL NOT TO SCLE Sheet: Landscape etails Sheet Number: c 0 Russell esign, Inc. L-

17 0 Gal Call MISS IG full working days before you dig: Utility Michigan's Notification One-Call Organization on the net at: ENCH MRKS e n g i n e e r s s c i e n t i s t s PROPOSE UTILITIES a r c h i t e c t s C- ETIL c o n s t r u c t o r s f i s h b e c k, t h o m p s o n, c a r r & h u b e r, i n c. w w w. f t c h. c o m STORM SEWER PLN & PROFILE C-: JUST TO GRE: STORM MNHOLE FOR SEWERS WITH OUTLETS OF " & UNER 0 C- C NOTES Van uren Township Van uren Township, Michigan Quirk Park - Splash Pad Utility Plan 0 R E V I S I O N S PLOT INFO: Z:\0\\C\C\C00.WG LYOUT: C- TE: //0 TIME: :: :: M USER: SC 0 C- WTER SERVICE CONNECTION ETIL PLN VIEW //0 ISSUE FOR IS //0 OWNER REVIEW PLNNING COMMISSION //0 & OR REVIEW rawn y SC esigner SC Reviewer PK Manager P Hard copy is intended to be "x" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size. PROJECT NO. SHEET NO. C- C o p y r i g h t 0 l l R i g h t s R e s e r v e d

18 0 Gal C C J NOTES ELECTRICL LEGEN e n g i n e e r s s c i e n t i s t s a r c h i t e c t s c o n s t r u c t o r s - - f i s h b e c k, t h o m p s o n, c a r r & h u b e r, i n c. w w w. f t c h. c o m KEY NOTES Van uren Township Van uren Township, Michigan Quirk Park - Splash Pad R E V I S I O N S PLOT INFO: Z:\0\\C\C\E00.WG LYOUT: E00 TE: //0 TIME: :: M USER: JM ELECTRICL SITE PLN 0" " " " " IMUM CLEN SN " M GRE N SEE TO MTCH EISTING " WIE MRKER TPE TO RUN CONTINUOUS OVER CONUIT. SCHEULE 0 PVC CONUIT LIGHTING CIRCUIT CONUCTORS WHERE MORE THN ONE CONUIT IS INSTLLE IN THE TRENCH, PROVIE THE PROPER MRKER TPE OVER ECH CONUIT. EISTING GRE TOP SOIL (LWN RES ONLY) MECHNICLLY TMPE CKFILL (% COMPCTION - SEE SPECIFICTIONS) //0 ISSUE FOR IS //0 OWNER REVIEW //0 PLNNING COMMISSION & OR REVIEW rawn y esigner Reviewer Manager SC G SC JM PK P Hard copy is intended to be "x" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size. PROJECT NO. SHEET NO. E- C o p y r i g h t 0 l l R i g h t s R e s e r v e d

19 PROJECT MNGER: - FIEL OOK INFORMTION: - C:\PW_Work\hlaprad\dms\CT-PLTS-ST.dgn PLOTTE //00 :0: M Y hlaprad -0" M " " " " " -0" -" M -0" M.H. STEPS SHLL E SPCE S FOLLOWS: CONC LK. M.H..." CENTERS PRECST M.H...." CENTERS -0" TOP STEP TO E " M ELOW TOP OF FRME CONE HEIGHTS S FOLLOWS: LOCK CONCENTRIC -0" PRECST ECCENTRIC -" "T" VRILE " SUMP SEE STORM SEWER NOTES PLSTER COT ENTIRE LOCK STRUCTURE INTERIOR N ETERIOR WITH /" CEMENT MORTR CONCRETE LOCK OR PRECST CONCRETE JOINTS ON PRECST SECTIONS SHLL E PREMIUM JOINTS. CONC LOCK OR PRECST CONCRETE EING UNER STRUCTURE SHLL E CRUSHE STONE OR -" - RICK COURSES FOR FUTURE JUSTMENT PRECST MNHOLE. THE OTTOM PRECST SECTION SHLL IN LL CSES E CST WITH THE OTTOM EN FLT SO S TO PROVIE ERING OF FULL WLL THICKNESS OTTOM SECTIONS SHLL E SET IN : CEMENT MORTR. PRECST 00 P.S.I. CONCRETE SE WITH -WW WELE WIRE FRIC CONC LOCK MNHOLE: PPROVE CONC LOK USE " OR " THICK LOCK TO EPTH USE " THICK LOCK TO EPTH " LOCK WLL ELOW EPTH PRECST MNHOLE: STM C- UP TO EEP WITH " THICK WLL STNR STORM MNHOLE FOR SEWERS " WITH OUTLETS OF " & UNER -0" TOP SL -0" MNHOLE I.. " EING UNER STRUCTURE SHLL E CRUSHE STONE TYPICL SECTION ** " " OUTLET "" OR LESS "T" 0" " " " " " M.H. I.. -0" " " -0" " " -0" " " -0" 0" -0" " * TOP SL " " SEE STORM SEWER NOTE CONC LOCK OR PRECST CONCRETE #@"* PLSTER COT ENTIRE LOCK STRUCTURE, INTERIOR N ETERIOR WITH /" CEMENT MORTR TOP SL"T" WLLS "T" 00 P.S.I. CONCRETE FLOW CHNNEL REINF STEEL E.W. #@" E.W. #@" E.W. #@" E.W. #@" E.W. ** SUMP REQ FOR MNHOLE WITH OUTLET OF " & UNER - COURSES RICK UNLESS OTHERWISE SPECIFIE 00 P.S.I. CONC SE WITH x-wxw WELE WIRE FRIC TYPICL MNHOLE/ CTCH SIN "" " " M SEE STORM SEWER NOTES - RICK COURSES FOR FUTURE JUSTMENT PLSTER COT ENTIRE LOCK STRUCTURE INTERIOR N ETERIOR WITH / "CEMENT -" MORTR CONCRETE LOCK OR PRECST CONCRETE PRECST MNHOLE..THE OTTOM PRECST SECTION SHLL IN LL CSES E CST WITH THE OTTOM EN FLT SO S TO PROVIE ERING OF FULL WLL THICKNESS. OTTOM SECTIONS SHLL E SET -0" (" TO 0") IN : CEMENT MORTR. -0" (" TO ") JOINTS ON PRECST SECTIONS SHLL E PREMIUM JOINTS. CONCRETE LOCK " OR PRECST M " -0" M FORME 00 P.S.I. CONCRETE FILL " PRECST 00 P.S.I. CONCRETE SE WITH -WW WELE WIRE FRIC EING UNER STRUCTURE SHLL E CRUSHE STONE. M.H. STEPS SHLL E SPCE S FOLLOWS: CONC LK. M.H..." CENTERS PRECST M.H...." CENTERS CONC LOCK MNHOLE: PPROVE CONC LOCK USE " OR " THICK LOCK TO EPTH USE " THICK LOCK TO EPTH " LOCK WLL TOP STEP TO E " M ELOW ELOW EPTH TOP OF FRME PRECST MNHOLE: CONE HEIGHTS S FOLLOWS: STM C- UP TO EEP LOCK CONCENTRIC -0" WITH " THICK WLL PRECST ECCENTRIC -" OR -" VRILE EPTH UNER RIN (TYP) " " " " STNR STORM MNHOLE FOR SEWERS " TO " -0" M -0" " M -0" " M "" -" -0" SUMP SEE STORM SEWER NOTES - RICK COURSES FOR FUTURE JUSTMENT PLSTER COT ENTIRE LOCK STRUCTURE INTERIOR N ETERIOR WITH /" CEMENT MORTR " CONCRETE LOCK OR PRECST CONCRETE I S SPECIFIE SUMPS NOT REQUIRE WHEN OUTLET PIPE IS " OR LRGER PRECST 00 P.S.I. CONCRETE SE WITH -WW WELE WIRE FRIC EING UNER STRUCTURE SHLL E CRUSHE STONE IMUM OF TWO-0 LONG "I. PERFORTE UNERRIN PIPE WITH IMETER OF "" GEOTETILE MTERIL WRP TO E OUTLET PIPE INSIE I. INSTLLE WITH ECH CTCH SIN "-" -0" SEE UNERRIN ETIL FOR "-0" -0" INSTLLTION N MTERIL REQUIREMENTS. STNR CTCH SIN TWO LYERS OF REINFORCEMENT -# RS T. &. -0" ROUN M.H. -" " HORIZONTL " HORIZONTL -# RS VERTICL " " EING UNER STRUCTURE SHLL E CRUSHE STONE I VRIES " " " " I VRIES "EPTH RECESS IN CONCRETE PRECST MNHOLE SECTIONS, TO CCEPT PRECST MNHOLE. SEE STNR MNHOLE ETIL IMETER OF RECESS SHLL E FOR ETILS OVE THIS POINT OUTSIE IMETER OF MNHOLE STRUCTURE PLUS INCHES POINT SHOULER REINFORCING ROUN WITH GROUT -0" OPENING (SEE PLN OVE) M.H. STEPS WITH " C. TO C. SPCING -0"I HOLE CUT IN SEWER PIPE " " -# RS VERTICL 00 P.S.I. CONCRETE POURE GINST TRENCH WLL " LP SECTION STNR STORM MNHOLE FOR " & LRGER SEWERS " M CTCH SIN OR INLET STRUCTURE PIPE IN STRUCTURE CKFILL SHLL MEET M..O.T. REQUIREMENTS FOR R OR G OPEN GRE RINGE COURSE GGREGTES. THIS CKFILL SHLL ETEN " ELOW PIPE & FOR FULL WITH OF TRENCH. 0 OR S CLLE FOR IN PLNS PLUG - S RECOMMENE Y MNUFCTURER " IMETER PERFORTE UNERRIN PIPE WITH GEOTETILE MTERIL WRP TO E INSTLLE WITH ECH CTCH SIN. STNR UNERRIN TYP STRUCTURE TYP STRUCTURE -0" SPCING " I " I UNERRIN UNERRIN TYPICL UNERRIN TYPICL UNERRIN PRLLEL W/CUR IN PRKING LOT STORM SEWER NOTES. LL STORM SEWER CONSTRUCTION SHLL CONFORM TO THE CURRENT STNRS N GENERL SPECIFICTION OF THE GENCY OR GENCIES HVING JURISICTION OF THE STORM SEWER N CONSTRUCTION RE.. ETILS RE FOR STRUCTURES WITH NO MORE THN TWO PIPES, 0^ PRT. LRGER IMETER STRUCTURES MY E REQUIRE FOR IFFERENT CONFIGURTIONS.. LL STRUCTURES REQUIRE IMUM OF -INCHES OF WLL ETWEEN PIPE OPENINGS. LRGER IMETER STRUCTURES MY E REQUIRE WHERE PIPE ENTERING THE STRUCTURE RE LESS THN 0^ PRT IN NY IRECTION.. LL CSTING RIMS SHLL E SET TO GRE OR S SHOWN ON THE PLNS.. NO MNHOLES OR OTHER STRUCTURES MY E INSTLLE WITHIN RIVEWYS, RIVE PPROCHES, OR SIEWLKS.. LL CTCH SIN STORM PIPE SHLL E -INCH IMETER C, CL-IV CONCRETE UNLESS OTHERWISE NOTE.. MNHOLE STEPS TO E GRY IRON OR STEEL REINFORCE POLYPROPYLENE STM, TYPE II, GRE 0.. CTCH SIN N INLET FRME N COVERS SHLL E SPECIFIE S FOLLOWS:. WHEN LOCTE IN PVEMENT GUTTER LINE, FRME N COVER SHLL E E.J.I.W. NO. 00, NEENH R--C TYPE "" (RECTNGULR), OR EQUIV.. WHEN LOCTE IN PVE RES OTHER THN GUTTER LINE, FRME SHLL E E.J.I.W. NO. 00 WITH TYPE "M" COVER, NEENH R-0 TYPE "G" COVER, OR EQUIV. C. WHEN LOCTE IN YR RES, FRMES SHLL E E.J.I.W. NO. 000 WITH TYPE "N" OR "M" COVER, NEENH R-0 TYPE "" OR "" COVER, OR EQUIV.. MNHOLE FRME N COVER SHLL E E.J.I.W. NO. 00 OR NEENH R- WITH SOLI COVER OR EQUL. 0. IFFERENTIL OF ECVTION ROUN EISTING MNHOLES SHLL NOT ECEE SI FEET.. PLCE SN CKFILL WITHIN THREE FEET OF LL STRUCTURES.. LL STORM SEWER PIPE SHLL HVE CLSS "R-" EING UNLESS OTHERWISE NOTE ON THE PLNS. SEE SHEET M FOR EING ETILS.. LL PRECST PROUCTS SHLL CONFORM TO THE REQUIREMENTS OF STM C-.. LL RINGE STRUCTURES LOCTE WITHIN PVEMENT MUST HVE UNER RIN S SHOWN. SEE STORM SEWER NOTES - RICK COURSES FOR " " -" M EPTH FUTURE JUSTMENT PLSTER COT ENTIRE LOCK STRUCTURE WITH /" CEMENT MORTR -0" " CONCRETE LOCK " OR PRECST CONCRETE M "I. MIMUM SIZE " PRECST 00 P.S.I. CONC. SE WITH -WW WELE WIRE FRIC EING UNER STRUCTURE SHLL E CRUSHE STONE. " LETTERS LETTERS TO E RISE /" STORM STNR INLET SYSTEM PICK HOLE SEWER SCORE FCE THE FRME IS TO E PROVIE WITH FOUR () THREE HOLES TO CCEPT OLT OWN COVER HOWEVER THE COVER IS TO E FURNISHE WITHOUT OLT HOLES. * FRMES N COVERS SHLL E COL TR EPOY COTE STNR MNHOLE FRME N COVER " NOT VLI FOR CONSTRUCTION UNLESS SIGNE N TE: ISSUE FOR: JO NO. SHEET VN UREN CHRTER TOWNSHIP - Northline Rd., PO ox 0 TE: ST- Taylor, MI 0..00/00.. STNR STORM SEWER ETILS (ST-) F:.. REV# TE ESCRIPTION Y uilding relationships on a foundation of excellence Y: STNR STORM SEWER ETILS (ST- of ) C Wade Trim Group, Inc.

20 SEE FRME & COVER ETIL TO COURSES OF RICK FOR FUTURE JUSTMENT. PLSTER OUTSIE OF RICK WITH / "CEMENT MORTR. MNHOLE STEPS TO E ON " CENTERS OTTOM STEP "M OVE OTTOM. STEPS TO E CST IRON.S.T.M. -, CLSS 0 GREY IRON OR STEEL REINFORCE POLYPROPYLENE.S.T.M., TYPE II GRE 0 " PLCE 00 P.S.I.CONC. EING UNER PIPE TO UNISTURE ERTH PRECST CONCRETE SE WITH KEYWY RICK OR CONCRETE SE UNER VLVE ""/ " " -0" " M LL LIFTING HOLES SHLL E FILLE WITH CONCRETE. -0" M -0" M " " LOCK WLL WITH / " CEMENT PLSTER COT INSIE N OUTSIE OR " THICK PRECST CONCRETE, STM C " CORP STOP MUELLER TH S INLET N COPPER TH S OUTLET HOLE TO E FILLE WITH RICK & MORTR " NK RUN SN MEETING REQUIREMENTS OF M..O.T. GRNULR MTERIL CLSS II -0" - -0"M UCTILE IRON PIPE (TYP) FOR " W.M. E.J.I.W. 00 TYPE "" NEENH R TYPE "C" OR EQUL MNHOLE STEPS TO E ON INCH CENTERS OTTOM STEP INCH M OVE OTTOM. STEPS TO E CST IRON.S.T.M. -, CL 0 GREY IRON OR STEEL REINFORCE POLYPROPYLENE.S.T.M., TYPE II GRE 0 POUR THRUST LOCK OF 00 PSI CONC GINST UNISTURE ERTH EISTING WTER " -" NK RUN SN MEETING THE REQUIREMENTS OF M..O.T. CLSS II GRNULR MTERIL EISTING WTER -" " -0" " M " - COURSES OF RICK FOR FUTURE JUSTMENT " LOCK WLL WITH / " CEMENT PLSTER COT INSIE N OUTSIE OR " THICK PRECST CONCRETE, STM C " CORP STOP-MUELLER TH S INLET & COPPER TH S OUTLET PROP WM PIPE PLCE 00 PSI CONC EING UNER PIPE TO UNISTURE ERTH RICK OR CONC SE PRECST CONCRETE SE WITH KEYWY TPPING SLEEVE TPPING VLVE " LETTERS WTER SYSTEM " SUPPL Y PICKHOLE SCORE FCE LETTERS TO E RISE / " LL FRMES N COVERS SHLL E COL TR EPOY COTE " CORPORTION STOP WITH MUELLER THRE INLET " I.P. EISTING THRUST LOCK TO E REMOVE THRE OUTLET. CLOSE & CP FTER HYROSTTIC TEST CORP STOP FTER TESTS RE COMPLETE. EIST TYTON PLUG RCING PROPOSE WTER EIST WTER -0" MECH JT CP TEMPORRY RRNGEMENT FOR HYROSTTIC TEST MECH JT SOLI SLEEVE REV# TE ESCRIPTION Y PROJECT MNGER: - FIEL OOK INFORMTION: - C:\PW_Work\hlaprad\dms\CT-PLTS-WM.dgn PLOTTE //00 :0: M Y hlaprad PIPE S CLLE FOR ON PLN "" PRECST CONCRETE WELL SECTIONS SHLL E MNUFCTURE IN CCORNCE WITH.S.T.M. C UNLESS OTHERWISE SPECIFIE ""= -0" FOR "-" W.M. ""= -0" FOR " W.M. STNR GTE WELL I OF THRUST LOCK WTER C " -0" -" -0" " -0" -0" -" 0" & " -" -" -" " & " -" -0" -" " & 0" -" -0" -" " -0" -0" -0" WHEN "" IMENSION IS -0" OR GRETER, USE # RS T " CENTERS ECH WY. I OF THRUST LOCK WTER C " -" -0" -0" " -" -" -0" 0" & " -0" -" -" " & " -0" -0" -" " & 0" -0" -0" -" " -0" -" -0" / C " THRUST LOCK T 0^ & ^ EN SEC - C " / / 00 P.S.I. CONC POURE GINST UNISTURE ERTH / SEC - THRUST LOCK T /^ EN " CORP STOP MUELLER TH S INLET N COPPER TH S OUTLET LL LIFT HOLES SHLL E FILLE WITH CONCRETE I OF " PRECST CONCRETE WELL SECTIONS SHLL E MNUFCTURE IN CCORNCE WITH STM C UNLESS OTHERWISE SPECIFIE. STNR TPPING SLEEVE, VLVE & WELL WTER THRUST LOCK C " -0" -" " " -" -0" -0" 0" & " -0" -0" -" " & " -0" -0" -" " & 0" -0" -0" -" " -0" -0" -0" WHEN "" IMENSION IS -0" OR GRETER, USE # RS T " CENTERS ECH WY. C " SEC - / / 00 P.S.I. CONC POURE GINST UNISTURE ERTH THRUST LOCK T PLUG I OF WTER C " SEC - THRUST LOCK C " -" -" " " -0" -" -0" 0" & " -" -0" -" " & " -0" -0" -" " & 0" -0" -0" -" 00 P.S.I. CONC POURE GINST " -0" -0" -0" UNISTURE ERTH / / WHEN "" IMENSION IS -0" OR GRETER, USE # RS T " CENTERS ECH WY. THRUST LOCK T 0^ & 0^ EN /" " " / " " E.J.I.W. #00, TYPE "" NEENH #R, TYPE "C" OR EQUL STNR FRME N COVER I OF WTER THRUST LOCK C " -0" -0" -0" " -" -" -0" 0" & " -" -" -" " & " -0" -0" -" " & 0" -" -0" -" " -0" -0" -0" THESE TLES RE SE ON SOIL ERING OF 00 P.S.F. IN MUCK, PEET OR OTHER UNSUITLE SOILS HVING SOIL ERING LESS THN 00 P.S.F., THE CONTRCTOR SHLL PROVIE SUITLE ITIONL LOCKING, ENCSEMENTS OR RESTRINTS, LOCKING IN ORE PIT ECVTIONS SHLL E GINST UNISTURE SOIL OR SHLL E PROVIE WITH RESTRINTS S REQUIRE. THRUST LOCK T /^ EN I OF THRUST LOCK WTER C " -0" -" " " -" -0" -0" 0" & " -0" -0" -" " & " -0" -0" -" " & 0" -0" -0" -" " -0" -0" -0" 00 P.S.I. CONC POURE GINST UNISTURE ERTH / / C " 00 P.S.I. CONC POURE GINST UNISTURE ERTH SEC - / / WHEN "" IMENSION IS -0" OR GRETER, USE # RS T " CENTERS C " ECH WY. SEC - THRUST LOCK T TEE EIST WTER " LL JOINTS NOT SUJECTE TO PROPOSE WTER SPCER S NECESSRY HYROSTTIC TEST SHLL E OSERVE UNER LINE PRESSURE TO SSURE WTER TIGHTNESS. COMPLETE CONNECTION TO EIST WTER " " 0" " " O/ " " O/ C /^ -" -" -" -0" ^ -" -" -" -0" /^ ^ /^ ^ /^ ^ /^ ^ " " -0" -" -" -0" -0" -" -0" -0" -0" -" -0" -0" -" -" -0" -0" -0" -" -0" -0" -" -0" -" -0" -" -0" -" -0" * 00 P.S.I. CONC POURE GINST UNISTURE ERTH C # U RS " FRONT & CK * CONTRCTOR SHLL SUMIT ETILS OF RESTRINE " JOINTS TO ENGINEER PRIOR TO USE. * * * " " " " E "# " TOP & OTTOM E SEC - NCHORGE ETILS FOR VERTICL ENS NOT VLI FOR CONSTRUCTION UNLESS SIGNE N TE: Northline Rd., PO ox 0 Taylor, MI 0..00/00.. F:.. uilding relationships on a foundation of excellence VN UREN CHRTER TOWNSHIP ISSUE FOR: JO NO. SHEET - WM- STNR WTER ETILS (WM-) TE: Y: STNR WTER ETILS (WM- of ) C Wade Trim Group, Inc.

21 PROJECT MNGER: - FIEL OOK INFORMTION: - C:\PW_Work\hlaprad\dms\CT-PLTS-WM.dgn PLOTTE //00 :0:0 M Y hlaprad NOTES:. INSTLL ITIONL FITTINGS & SPIGOT PIPE S NECESSRY ETWEEN WTER & VLVE O TO JUST FOR PROPER LOCTION N GRE OF HYRNT.. VERTICL NCHORGES WILL E REQUIRE ON LL VERTICL HYRNT ENS IN ECESS OF /^.. WHERE HYRNTS RE INSTLLE ON EISTING S THT RE TO E PLCE CK INTO SERVICE IMMEITELY, PLCE CONCRETE RICK OR LOCK TO UNISTURE ERTH N ENCSE WITH CONCRETE OR USE RESTRINING GLNS. -0" GRE VLVE O ".I. PIPE " VLVE THRUST LOCK 00 P.S.I. CONC POUR GINST UNISTURE ERTH " " " " -0" THRUST LOCK 00 P.S.I. -0".I. TEE W/" ELL SIE CONC POUR OUTLET OR CONC PIPE WITH GINST ".I. ELL SIE OUTLET UNISTURE HYRNT THRUST LOCK THRUST LOCK 00 P.S.I. CONC ERTH 00 P.S.I. CONC POUR POUR GINST UNISTURE ERTH GINST UNISTURE THIS T.. SHLL E STNR T.. ERTH SEE NOTE FOR 0^ EN WITH ". EPTH. " EPTH OF URY. " NOTES:. INSTLL ITIONL FITTINGS, ENS & SPIGOT PIPE S NECESSRY ETWEEN WTER & VLVE O TO JUST FOR PROPER LOCTION N GRE OF HYRNT.. VERTICL NCHORGES WILL E REQUIRE ON LL VERTICL HYRNT ENS IN ECESS OF /^.. WHERE HYRNTS RE INSTLLE ON EISTING S THT RE TO E PLCE CK INTO SERVICE IMMEITELY, PLCE CONCRETE RICK OR LOCK TO UNISTURE ERTH N ENCSE WITH CONCRETE OR USE RESTRINING GLNS. -0" -0" CONC RICK OR LOCK SEE NOTE OVE STNR FIRE HYRNT SSEMLY CLOSE COUPLE TYPE THRUST LOCK 00 P.S.I. CONC POUR GINST UNISTURE ERTH. CONC RICK OR LOCK SEE NOTE OVE -0" " " " EPTH OF URY ". GRE VLVE O " VLVE.I. TEE W/" ELL SIE OUTLET OR CONC PIPE WITH ".I. ELL SIE OUTLET ".I.PIPE THRUST LOCK 00 P.S.I. -" CONC POUR GINST UNISTURE ERTH -0" VRILE -0" -" -0" M STNR FIRE HYRNT SSEMLY "T" TYPE -" COMPCTE SN OR FLOWLE FILL SHLL ETEN FOR " ECH SIE OF PROPOSE PIPE N SHLL SLOPE OUT T ON SLOPE TO OTT0M OF TRENCH, OR S IRECTE Y ENGINEER EN REMOVE N RECONSTRUCT S SHOWN " ENS FOR EING OF WTER SEE STNR SN ENCSEMENT CLSS "F-III" THIS SHT. SHOP PINT ROS W/RUST-OLEUM OR "KROMIK" (SHERWIN-WILLIMS) OR EQUL PRIME COTS TOP COT COVER LL ROS W/ " CONCRETE / "L" / "L" " PROP WTER. LOCK WITH TO E. OUTSIE EGES OF ISTURE ERTH (TUNNEL INTO TRENCH SIES).0 WIE COVER ON LL ITCH CROSSINGS, "" SME S "L" " # EFORME RS (STM -0) ENS IF REQUIRE TO E PLCE PER VERTICL CONCRETE TO E 00 P.S.I. PROPOSE SEWER " " E WTER RELOCTION OF WTER "L" VERTICL RECTION LOCKING FOR NCHORGE ETILS T ENS SEE WTER ETIL SHT-WM ENS EN / " I " & " - "L" =. 0" - "L" =.0 " - "L" =.0 " - "L" =. " - "L" =. " - "L" =. 0" - "L" =. " - "L" =.. LL WTER SYSTEM CONSTRUCTION SHLL CONFORM TO THE CURRENT STNRS N GENERL SPECIFICTION OF THE GENCY OR GENCIES HVING JURISICTION OF THE WTER SUPPLY SYSTEM N CONSTRUCTION RE.. WTER S SHLL NOT E CONSTRUCTE UNER SIEWLKS OR RO PVEMENT RES.. LL SURFCE STRUCTURES, SUCH S HYRNTS, GTE WELLS N VLVE OES SHLL E SET TO GRE OR S INICTE ON THE PLNS.. FIRE HYRNTS RE TO E INSTLLE PLUM N HVE THEIR NOZZLES S ETERE Y THE ENGINEER.. LL FITTINGS SHLL E UCTILE IRON, PRESSURE RTING 0 P.S.I., CONFORG TO NSI/WW C /. COMPCT FITTINGS WITH OULE THICKNESS CEMENT MORTR LINING N COL TR ENMEL COTING INSIE N OUTSIE.. GTE WELLS N OTHER WTER STRUCTURES SHLL NOT E CONSTRUCTE IN RIVEWYS, RIVE PPROCHES, OR SIEWLKS.. PROVIE -FOOT IMUM COVER ELOW EISTING PVEMENT CENTERLINE OR GROUN T WTER LOCTION, WHICHEVER IS LOWEST, WHEN PROPOSE WTER IS WITHIN FEET OF CENTERLINE ON SECTION LINE ROS, OR WITHIN FEET OF CENTERLINE ON / LINE ROS. SEVEN FEET COVER SHLL LSO E REQUIRE T OTHER LOCTIONS S NOTE ON THE PLN. PROVIE -FOOT IMUM COVER ELOW EISTING RO CENTERLINE OR GROUN T WTER LOCTION, WHICHEVER IS LOWEST, T LL OTHER LOCTIONS UNLESS OTHERWISE NOTE.. PLCE NTURL NK RUN SN CKFILL WITHIN THREE FEET OF LL STRUCTURES, INCLUING VLVE WELLS, FIRE HYRNTS, ETC.. LL WTER PIPE SHLL HVE CLSS III EING UNLESS OTHERWISE NOTE ON THE PLNS. SEE SHEET M-. 0. LL PRECST PROUCTS SHLL CONFORM TO THE REQUIREMENTS OF STM C-.. CONTRCTOR SHLL G LL NEW FIRE HYRNTS UNTIL THE WTER IS CCEPTE FOR SERVICE.. WHEN THE FIRE HYRNT IS EING INSTLLE. THE -INCH IMETER FIRE HYRNT VLVE SHLL E INSTLLE IN THE FULL OPEN POSITION.. WTER TO E PLCE LEVEL THROUGH LL GTE WELLS.. LL WTER SYSTEM OLTS RE TO E COR-LUE, MSTIC COTE, OR SPRY PINTE WITH UNER COTING.. FIRE HYRNT SHOUL E PLCE T THE EN OF LL E EN WTER. GRE LINE COVER MRKE "WTER" H LENGTH OF VLVE O WITH OF TRENCH SIZE OF PIPE " " 0" " WTER NOTES PIECE VLVE O SCREW TYPE SHFT, TYLER SERIES 0 OR EQUL TRENCH OTTOM 00 P.S.I. CONC POUR GINST UNISTURE ERTH LENGTH OF VLVE # RS 0" & " VLVES # RS " & " VLVES H " " 0" " VLVE LOCK N O ETIL NOT VLI FOR CONSTRUCTION UNLESS SIGNE N TE: ISSUE FOR: JO NO. SHEET VN UREN CHRTER TOWNSHIP - Northline Rd., PO ox 0 Taylor, MI 0 TE: WM-..00/00.. STNR WTER ETILS (WM-) F:.. REV# TE ESCRIPTION Y uilding relationships on a foundation of excellence Y: STNR WTER ETILS (WM- of ) C Wade Trim Group, Inc.

22 WHERE CONCRETE ENCSEMENT IS SPECIFIE FOR NEW UTILITY " IMUM LYER OF MECHNICLLY COMPCTE SN SHLL E TINE ETWEEN EISTING UTILITY & TOP OF CONCRETE ENCSEMENT. MECHNICLLY COMPCTE NK RUN SN MEETING REQUIREMENTS OF MOT GRNULR MTERIL CLSS II OR FLOWLE FILL, OR S IRECTE Y THE ENGINEER COMPCTE SN OR FLOWLE FILL SHLL ETEN FOR " ECH SIE OF EISTING PIPE, " OVE EISTING PIPE & SHLL SLOPE OUT T : ( ) SLOPE TO THE OTTOM OF THE TRENCH " " " " E UTILITY OR RIN TILE " " OR S OTHERWISE SPECIFIE PIPE EING MTERIL GENERL NOTES. PRIOR TO CONSTRUCTION, THE CONTRCTOR SHLL TTEN PRECONSTRUCTION MEETING, T TIME N PLCE S RRNGE Y THE COMMUNITY, IN WHICH VRIOUS UTILITY COMPNIES N GOVERNMENTL GENCY REPRESENTTIVES WILL E PRESENT.. PRIOR TO CONSTRUCTION, THE CONTRCTOR MUST HVE IN HIS POSSESSION COPY OF LL PERMITS NECESSRY TO CONSTRUCT CONNECTION TO, OR N ETENSION OF, THE WTER SUPPLY, SNITRY SEWER, OR STORM SEWER SYSTEMS.. THE CONTRCTOR SHLL TIN HIS CONSTRUCTION OPERTIONS WITHIN THE PRESENTLY EISTING RO RIGHTS-OF-WY N ESEMENTS S NOTE ON THE PLNS THROUGHOUT THE PROJECT. IN THE EVENT THT THE CONTRCTOR EEMS IT NECESSRY OR VISLE TO OPERTE EYON THE LIMITS OF THE EISTING RIGHTS-OF-WY OR ESEMENTS, HE SHLL E RESPONSILE FOR MKING SPECIL WRITTEN GREEMENTS WITH THE PROPERTY OWNERS N SHLL FURNISH SUCH COPIES OF GREEMENTS TO THE COMMUNITY N ENGINEER.. THE CONTRCTOR SHLL NOTIFY "MISS IG" (00--) YS (NOT INCLUING HOLYS OR WEEKENS) EFORE STRTING CONSTRUCTION. HE SHLL MKE NY NECESSRY RRNGEMENTS WITH UTILITY COMPNIES FOR RELOCTION OF EISTING UTILITIES. THESE RRNGEMENTS SHLL E ME IN SUFFICIENT TIME TO LLOW THE RELOCTION WORK TO E COMPLETE WITHOUT INTERFERING WITH OR ELYING THE SEWER CONSTRUCTION.. THE CONTRCTOR SHLL NOTIFY LL UTILITY COMPNIES N THE ENGINEER HOURS PRIOR TO UNCOVERING NY EISTING UTILITIES.. ON LL WORK WITHIN THE WYNE COUNTY RIGHT-OF-WY, THE COMMUNITY E REOPENE TO TRFFIC. GENERL NOTES CONTINUE 0. NO STREET, RO OR SECTION THEREOF SHLL E CLOSE TO THROUGH TRFFIC UNLESS UTHORIZE Y THE GENCY WITH JURISICTION OVER THE ROS. PRIOR TO CLOSING STREET, RO, OR SECTION THEREOF, THE CONTRCTOR SHLL PROVIE THE ENGINEER WITH COPY OF ETOUR PLN PPROVE Y THE GENCY HVING JURISICTION OVER THE ROS.. IN THE EVENT ROS RE TO E CLOSE, THE CONTRCTOR SHLL NOTIFY THE LOCL FIRE EPRTMENT, POLICE EPRTMENT, LOCL RO UTHORITY, MULNCE N EMERGENCY SERVICES, EPRTMENT OF PULIC WORKS, PULIC TRNSIT UTHORITY, PULIC SCHOOL SYSTEM, LOCL TRSH PICKUP UTHORITY, N PULIC N PRIVTE UTILITIES ILY S TO WHT STREETS WILL E PRTLY LOCKE OR CLOSE, THE LENGTH OF TIME THE STREETS WILL E LOCKE OR CLOSE N WHEN THE STREETS WILL. PVE STREETS N RIVEWYS SHLL E TINE IN RESONLE STTE OF CLENLINESS N THE CONTRCTOR SHLL REMOVE CCUMULTIONS OF ERIS CUSE Y HIS OPERTIONS. THE CONTRCTOR SHLL HVE, S IMUM, N OPERTING SWEEPER ROOM ON THE SITE T LL TIMES. THE PVEMENT SHLL E CLENE T THE CLOSE OF ECH YS OPERTION N S OFTEN S NECESSRY EFORE THT TIME. FILURE TO COMPLY SHLL E CUSE TO STOP CONSTRUCTION. CONTRCTOR SHLL LSO COMPLY WITH THE LOCL IR POLLUTION CONTROL ORINNCE.. LL GRVEL N IRT ROS, STREETS OR RIVEWYS USE SHLL E TINE Y GRING, PLCING UST PLLITIVES, N TENNCE GRVEL IN SUFFICIENT QUNTITIES TO ELITE UST N TIN TRFFIC S IRECTE Y THE GENCY.. CONTRCTOR SHLL PROVIE LL NECESSRY SHEETING, SHORING, EWTERING, GENERL NOTES CONTINUE. THE FIRST INSPECTION SHLL E COMPLETE N LL REPIRS ME IN MPLE TIME SO THT THE TELEVISION INSPECTION OF THE UNERGROUN PORTION OF THE SYSTEM CN E COMPLETE WITHIN FOUR () WEEKS OF THE COMPLETION OF THE CONSTRUCTION. WHEN RE-TELEVISION IS NECESSRY, N ITIONL TWO () WEEKS WILL E LLOWE FOR COMPLETION. TESTING OF THE SYSTEM S HEREIN ESCRIE SHLL IMMEITELY FOLLOW THE TELEVISION INSPECTION N SHLL E COMPLETE WITHIN TWO () WEEK PERIO.. FILURE TO TIN SCHEULE IN COMPLINCE WITH THESE TERMS WILL UTOMTICLLY CUSE THE STOPPGE OF OTHER WORK T THE PRTICULR SITE IN QUESTION UNTIL SUCH TIME S THE FINL INSPECTION OF THE COMPLETE UNERGROUN PORTION OF THE SYSTEM HS PROGRESSE TO CCEPTLE LIMITS. 0. THE CONTRCTOR SHLL HVE THE UNERGROUN PORTION OF THE SEWER SYSTEM REY FOR THE FIRST INSPECTION WITHIN TWO () WEEKS FTER THE COMPLETION OF UTILITY.. THE FIRST INSPECTION SHLL CONSIST OF VISILE N UILE CHECK OF SEWERS, MNHOLES, GTE WELLS, N OTHER STRUCTURES TO SCERTIN THT THE STRUCTURE STEPS HVE EEN PLCE, LL LIFT HOLES PLUGGE, THE CHNNELING OF THE MNHOLE OTTOMS COMPLETE, LL VISILE OR UILE LEKS STOPPE, LL PIPE HS EEN PLCE STRIGHT N TRUE TO THE PROPER GRES N ELEVTION, THE REQUIRE JUSTING RINGS N FRME N COVER PROPERTY INSTLLE, LL TRENCHES N STRUCTURES CKFILLE IN N CCEPTLE MNNER N THT THE SYSTEM HS EEN THOROUGHLY CLENE.. THE FIRST INSPECTION SHLL E CONSIERE COMPLETE WHEN LL TREE PIRS HVE EEN ME N THE SYSTEM IS REY FOR TELEVISION REV# TE ESCRIPTION Y HOURS PRIOR TO THE STRT OF NY CONSTRUCTION. RCING, TRENCH OES, ETC., TO PERFORM WORK SFELY N PROTECT INSPECTION N SUSEQUENT TESTING. PROJECT MNGER: - FIEL OOK INFORMTION: - c:\pw_work\m flanagan\dm s\ct-plts-m.dgn PLOTTE //0 :: PM Y m flanagan PIPE EING MTERIL " SECTION SCLE: NONE STNR PIPE SUPPORT " OR S OTHERWISE SPECIFIE. THE CONTRCTOR SHLL TIN LL TRFFIC T LL TIMES S PER THE MICHIGN MNUL OF UNIFORM TRFFIC CONTROL EVICES.. THE CONTRCTOR SHLL T LL TIMES PROVIE EMERGENCY CCESS TO PROPERTY IN THE VICINITY OF THE CONSTRUCTION FOR POLICE N FIRE EQUIPMENT, MULNCES OR OTHER EMERGENCY VEHICLES TO PROTECT LIFE, HELTH N PROPERTY.. THE CONTRCTOR SHLL TIN PULIC ROS FFECTE Y THE CONSTRUCTION OPERTIONS IN PSSLE CONITION UNTIL SUCH TIME S FINL RESTORTION OF THESE IMPROVEMENTS CN E ME. IF THE PULIC SFETY IS IN NGER OR THE NECESSITY EISTS FOR TINING TRFFIC, CKFILLING MUST E COMPLETE IMMEITELY. IN THE EVENT THT THE NECESSRY CKFILL MTERIL N EQUIPMENT RE NOT VILLE WHEN IRECTION IS GIVEN FOR IMMEITE CKFILL, THE TRENCH SHLL E CKFILLE WITH NTIVE MTERIL TO PROVIE FOR THE NECESSRY TENNCE OF TRFFIC N SFETY; HOWEVER, THE NTIVE MTERIL SHLL E REMOVE WITHIN HOURS N THE TRENCH PROPERLY CKFILLE. WIRE OR STRP " FOR "-" " FOR "-" CHMFER OK SKIS WIRE TO -SKIS WILL E NOTCHE TO PREVENT WIRE FROM RIING GINST CSING PIPE. RO RILRO I OF I OF CROSSING CROSSING SEWER "" "" "" " ".. " ".. " 0".. 0" " "..00 " & " 0" 0"..00 " " "..00 CSING PIPE SHLL E WELE STEEL PIPE.S.T.M. -, GR UNLESS OTHERWISE SPECIFIE. NOTES:. NO WTER SHLL E USE IN ORING UNER RILROS.. TIN IMUM OF -" OF COVER ETWEEN SE OF RIL N TOP OF CSING.. THE ENS OF THE CSING SHLL E SUITLY PROTECTE GINST THE ENTRNCE OF FOREIGN MTERIL, UT SHLL NOT E TIGHTLY SELE.. WHEN ORING LL VOIS OUTSIE OF CSING PIPE SHLL E FILLE Y MENS OF PRESSURE GROUTING WITH : CEMENT-SN MORTR. THIS WORK MUST E CCOMPLISHE WITHIN HOURS FTER THE CROSSING HS EEN COMPLETE. ORING SHLL ETEN IMUN OF 0 FEET OUTSIE THE EGES OF THE PVEMENT.. SKIS RE TO E IMUM OF 0% OF PIPE LENGTH.. CSING SPCERS S LLOWE Y THE ENGINEER. STNR CSING SECTON SECTION EISTING UTILITIES N IMPROVEMENTS.. THE FLOW IN THE EISTING SEWERS SHLL E TINE T LL TIMES URING CONSTRUCTION.. CULVERTS, ITCHES, RIN TILES, TILE FIEL, RINGE STRUCTURES, ETC., THT RE ISTURE Y THE CONTRCTOR S OPERTIONS SHLL E IMMEITELY RESTORE.. LL PROPERTY IRONS N MONUMENTS, IF ISTURE OR ESTROYE Y THE CONTRCTOR S OPERTION, SHLL E REPLCE Y LICENSE LN SURVEYOR T THE CONTRCTOR S EPENSE.. FTER LL THE PIPE, STRUCTURES, ETC., HVE EEN LI, CONSTRUCTE, O../ N CKFILLE, THE SYSTEM SHLL E TESTE N FINL INSPECTE. THE INSPECTION N TESTING SHLL CONSIST OF FIRST INSPECTION, TELEVISION INSPECTION (IF PPLICLE) TESTING, N FINL INSPECTION N MESUREMENT. THE CONTRCTOR SHLL PROVIE THE NECESSRY SUPERVISION, LOR, TOOLS, EQUIPMENT, N THE MTERILS NECESSRY FOR THE TESTS WHICH SHLL E CONUCTE IN THE PRESENCE OF THE ENGINEER. HE ENGINEER SHLL E NOTIFIE TWO () WORKING YS IN VNCE OF LL TESTING. O../ O../ " " " O../ " TRENCH OR CKFILL PER SPECIFICTIONS O.. (PLIN CONCRETE) WITH OF RCH O.. + INCHES OR -/ O.. WHICHEVER IS GRETER LO FCTOR:. CLSS "R-" TRENCH OR CKFILL PER SPECIFICTIONS O.. LO FCTOR:. CLSS "R-C" NTURL NK RUN SN MEETING THE REQUIREMENT OF MOT CLSS II GRNULR MTERIL. COMPCT TO % OF MIMUM UNIT WEIGHT 00 P.S.I. CONCRETE RCH CRUSHE NGULR NTURL STONE EING MOT NTURL NK RUN SN MEETING THE REQUIREMENT OF MOT CLSS II GRNULR MTERIL. COMPCT TO % OF MIMUM UNIT WEIGHT M WITH OF TRENCH T " OVE TOP OF PIPE O.. " THRU " PIPE - 0" WIE " THRU " PIPE - O.. +" " THRU 0" PIPE - O.. +0" OVER 0" PIPE - OUTSIE IMETER OF PIPE +" WITH OF TRENCH " OVE THE TOP OF PIPE SHLL E " ON ECH SIE OF PIPE TRENCH OR CKFILL PER SPECIFICTIONS RIGI PIPE EING ETILS LO FCTOR:. " O../ CLSS "R-" " O../. TRENCH CKFILL UNER RO SURFCES, PVEMENTS, CURS, RIVEWY, SIEWLK N WHERE THE TRENCH EGE IS WITHIN -FEET OF THE PVEMENT SHLL E TRENCH (SN) PER SPECIFICTIONS SECTION, TRENCHING N CKFILLING.. FTER LL TESTING, TELEVISION INSPECTION, FINL RESTORTION N CLEN-UP HS EEN COMPLETE, FINL INSPECTION N MESUREMENT WILL E ONE. THE FINL INSPECTION SHLL E REQUESTE Y THE CONTRCTOR N CONSIST OF, UT IS NOT LIMITE TO, CHECKING FOR PROPER LIGNMENT, PROPER GRE, CLENLINESS, LEKS, CONFORMNCE TO THE PLNS N SPECIFICTION, PROPER STRUCTURL N MECHNICL JUSTMENTS, N RESTORTION. FINL MESUREMENT INCLUES STRUCTURE ELEVTIONS, ISTNCES ETWEEN STRUCTURES, N CONFIRMTION UTILITIES RE LOCTE WITHIN ESEMENT N RIGHT-OF-WY RES.. SUCCESSFUL COMPLETION OF NY TEST OR INSPECTION SHLL NOT RELIEVE THE CONTRCTOR FROM THEIR RESPONSIILITY TO CORRECT NY EFICIENCY OR NONCONFORMNCE TO THE PLNS OR SPECIFICTIONS WHICH MY THEREFTER ECOME KNOWN. NTURL NK RUN SN MEETING THE " O.. O../ " O../ " O../ " O../ " TRENCH OR CKFILL PER SPECIFICTIONS O.. REQUIREMENT OF MOT CLSS II GRNULR MTERIL. COMPCT TO % OF MIMUM UNIT WEIGHT CRUSHE NGULR NTURL STONE EING MOT O.. " CLSS "F-I" CLSS "F-II" TRENCH OR CKFILL PER SPECIFICTIONS CLSS "F-III" NTURL NK RUN SN MEETING THE REQUIREMENT OF MOT CLSS II GRNULR MTERIL. COMPCT TO % OF MIMUM UNIT WEIGHT TRENCH OR CKFILL PER SPECIFICTIONS IMUM WITH OF TRENCH T " OVE TOP OF PIPE IMUM PIPE O.. TRENCH WITH UP TO " O.. + " GRETER O.. x. THN " PLUS " FLEILE PIPE EING ETILS NOT VLI FOR CONSTRUCTION UNLESS SIGNE N TE: ISSUE FOR: JO NO. SHEET V N U REN CH RTER TOW N SHIP - Northline Rd., PO ox 0 Taylor, MI 0 TE:..00/00.. MISCELL N EOU S ETILS (M -) M- F:.. uilding relationships on a foundation of excelence Y: MISCELLNEOUS ETILS (M- of ) C W ade Trim Group, Inc.

23 Gal SPECIFICTIONS FOR CONSTRUCTION GENERL NOTES. THESE ESIGN OCUMENTS WERE PREPRE Y 'VORTE QUTIC STRUCTURES INTERNTIONL' FOR THE USE OF THEIR CLIENT ONLY. THE MTERIL USE N IENTIFIE IN THEM REFLECTS VORTE QUTIC STRUCTURES INTERNTIONL'S EST JUGMENT IN LIGHT OF THE INFORMTION VILLE T THE TIME OF PREPRTION. FOR THE PURPOSE OF THESE ESIGN OCUMENTS, 'VORTE QUTIC STRUCTURES INTERNTIONL' IS SYNONYMOUS WITH 'VORTE'.. VORTE CCEPTS NO RESPONSIILITY FOR MGES, IF NY, SUFFERE Y NY THIR PRTY S RESULT OF ECISIONS ME OR CTIONS SE ON THESE ESIGN OCUMENTS WITHOUT THE PREVIOUS CONSULTTION TO VORTE.. LL WORK, MTERILS N THEIR SSEMLIES SHLL CONFORM TO THE STNRS, REGULTIONS N COES CURRENTLY IN FORCE FOR LL TRES, ISC, CNOR, EN, OR IC.. THESE ESIGN OCUMENTS O NOT INICTE THE METHO OR MENS OF CONSTRUCTION. WHEN PPLICLE, THE CONTRCTORS SHLL SUPERVISE N IRECT LL THE WORK N SHLL E SOLELY RESPONSILE FOR LL CONSTRUCTION MENS, METHOS, PROCEURES N SEQUENCES S PER STNR EST PRCTICES.. O NOT SCLE RWINGS.. USE ONLY THOSE MRKE "ISSUE FOR CONSTRUCTION".. THE CONTRCTOR SHLL REVIEW THESE ESIGN OCUMENTS N REPORT NY CONFLICTS OR OMISSIONS TO THE VORTE IMMEITELY.. TEMPORRY SUPPORTS, WHICH WILL E REQUIRE URING CONSTRUCTION, SUCH S FORMWORK, RCING, SHORING, ETC. RE NOT SHOWN ON THESE RWINGS N RE THE RESPONSIILITY OF THE CONTRCTOR. THE CONTRCTOR IS RESPONSILE TO ENSURE THT LL SFE CONSTRUCTION PROCEURES RE FOLLOWE.. THE FOLLOWING SPECIFICTIONS RE VORTE'S IMUM RECOMMENTIONS TO OTIN QULITY PROUCT. THE CONTRCTOR SHLL FOLLOW THE LOCL COES IF MORE RESTRICTIVE. ECVTION. NY SHORING OR TEMPORRY SHORING NOT SHOWN ON RWINGS WILL E EECUTE, IN SFE MNNER, Y THE GENERL CONTRCTOR.. IT IS THE RESPONSIILITY OF OTHERS TO VERIFY THE EISTENCE OF NY UNERGROUN SERVICES ETC.. IF VILLE, REFER TO SOIL REPORT FOR CKFILL REQUIREMENTS. LL CKFILL (FOR SL ON GRE, ETC.) MUST E ONE IN CCORNCE WITH THE RECOMMENTIONS OF QULIFIE PROFESSIONL. USE ONLY FREE RINING, GRNULR, ERL, INERT N NON- RECTIVE FILL. FOUNTIONS. REFER TO SOIL REPORT FOR RECOMMENTIONS.. LL FOOTINGS SHLL REST ON HOMOGENEOUS LYER OF UNISTURE SOIL OR ENGINEERE CKFILL WITH IMUM LLOWLE ERING CPCITY OF 00KP (000 PSF) N MIMUM IFFERENTIL SETTLEMENT OF MM (0."). LL ORGNIC MTERIL SHLL E REMOVE.. IT IS THE CONTRCTOR'S RESPONSIILITY TO ENSURE THT THE SOIL T LL FOOTING LOCTIONS E VERIFIE Y QULIFIE SOILS EPERT EFORE POURING FOOTINGS TO ENSURE FOOTINGS REST ON PPROPRITE STRT.. WHEN PPLICLE, FOLLOW GEOTECHNICL EPERT RECOMMENTIONS FOR LL ETERIOR FOOTINGS TO ENSURE FROST PROTECTION. CONCRETE. LL CONCRETE MTERILS, PROCEURES, TOLERNCES & WORKMNSHIP SHLL CONFORM TO THE LTEST ISSUES OF CI- OR CNOR CN-. &., EPENING ON PROJECT LOCTION.. CONCRETE THT HS EEN IN THE TRUCKS LONGER THN HOURS SHLL E RECTE. O NOT WTER TO THE CONCRETE IN THE TRUCKS OR ON THE SITE UNER NY CIRCUMSTNCES.. USE MIMUM MM (") SLUMP, MM (/") GGREGTE, UNLESS OTHERWISE-NOTE. USE -% IR ENTRINMENT FOR CONCRETE EPOSE TO WETHER ONLY.. LL GROUT SHLL E NON-SHRINK TYPE WITH IMUM YS STRENGTH OF.0 MP (000 PSI). USE MM (") GROUT UNER LL STEEL COLUMN SE PLTES.. CONCRETE YS TO E:.. FOUNTIONS (FOOTINGS):.0 MP ( PSI), UNLESS OTHERWISE NOTE.. CONTROL JOINTS (SW-CUTS) TO E LOCTE IN ECH IRECTION, T REGULR INTERVLS, WITH MIMUM ISTNCE OF METERS (0 FEET). SHLL E IMUM MM (/") WIE N SHLL PENETRTE THE SL TO IMUM EPTH OF / OF THE THICKNESS OF THE SL. CONTROL JOINTS SHOUL E ONE S SOON S POSSILE WITHOUT MGING THE CONCRETE, UT NO LTER THN HOURS FTER POURING.. WHEN POSSILE N TO VOI SHRINKGE CRCKING, HUMIITY SHLL E TINE FOR YS URING THE CURING PERIO OF THE SL. WTER N USE POLYETHYLENE CLOTH OR G. THE CONCRETE MUST RY UNIFORMLY. CONCRETE WORK IN COL OR HOT WETHER (IMUM REQUIREMENTS). COL WETHER REQUIREMENTS PPLY WHEN THE MEN IR IS LESS THN EGREES CELSIUS (0 EGREES FHRENHEIT).. GENERL REQUIREMENTS FOR COL WETHER CONCRETE WORK SHLL E S PER CI 0R-; OR S PER THE NC'S LTEST REQUIREMENTS INCLUING THE LTEST ISSUE OF CS STNR CN-... LL SNOW N ICE SHLL E REMOVE FROM FORMS N RER WITH STEM N COMPRESSE IR EFORE POURING. O NOT USE E-ICING SLT (CLCIUM CHLORIE) OR NY OTHER SLTS UNER NY CIRCUMSTNCES.. CONCRETE SHLL HVE IMUM TEMPERTURE OF 0 EGREES CELSIUS N MIMUM TEMPERTURE OF EGREES CELSIUS WHILE POURING. IT IS THE CONTRCTOR'S RESPONSIILITY TO ENSURE THT THESE REQUIREMENTS RE STISFIE. NY CONCRETE THT OES NOT CONFORM MUST E RECTE.. THE SURFCE OF POURE CONCRETE SHLL E PROTECTE Y MENS OF SUITLE COVERINGS N INSULTION (TO E ETERE Y TEMPERTURE) URING THE CURING PROCESS.. GENERL REQUIREMENTS FOR HOT WETHER CONCRETE WORK SHLL E S PER CI 0R-; OR S PER LOCL COE REQUIREMENTS. PIPING. WS CONFIGURTION RE SCHEMTIC N MY E MOVE OR JUSTE ON SITE Y VORTE CERTIFIE INSTLLER TO JUST FOR SITE CONITIONS. NY REQUIRE CKFLOW PREVENTER N WTER METER ON THE CITY WTER SHLL E PROVIE Y INSTLLER. PRESSURE REGULTOR N CKFLOW PREVENTER RE PROVIE Y VORTE.. LL PIPE LINES TO FETURES TO HVE % IMUM RECOMMENE SLOPE FOR PROPER WINTERIZTION.. LL LINE SIZING (FETURE CONNECTION TLE) SSUMES MIMUM ISTNCE OF FEET ETWEEN THE WTER ISTRIUTION MNIFOL N THE FURTHEST PLY PROUCT. ISTNCES OVE FEET MY REQUIRE N INCRESE IN LINE SIZING. PLESE CONTCT VORTE.. THE LINE IMETER FROM RIN SHLL E " SE ON THE MIMUM PPROIMTE FLOW T % SLOPE. FINL LOCTION OF RIN N LINE ROUTING RE TO E ETERE Y OTHERS.. PRESSURE LINES RE RECOMMENE TO E SCHEULE 0 PVC, N NON-PRESSURE LINES TO E SCHEULE 0, UNLESS OTHERWISE REQUESTE Y LOCL COE.. RINGE LINES RE RECOMMENE TO E SR, UNLESS OTHERWISE REQUESTE Y LOCL COE.. PIPING SHOUL E INSPECTE FTER TRNSPORTTION FOR CUTS, SCRTCHES, GOUGES OR SPLITS; MGE SECTIONS MUST E ISCRE OR CUT OUT.. PIPE SHLL E INSTLLE ELOW THE FROST LEVEL NOT LESS THN " (STM F-) UNLESS OTHERWISE REQUESTE Y LOCL COE..0 PIPE INSTLLTION IMUM COVER SHOUL E EVLUTE CCORING TO STM -, UNLESS OTHERWISE REQUESTE Y LOCL COE.. SPECIL CONSIERTIONS SHOUL E TKEN FOR THERML CONITIONS, EPNSION N CONTRCTIONS UE TO TEMPERTURE SHOUL E EVLUTE EFORE THE INSTLLTION Y THE CONTRCTOR.. VLVE NUMER IS LOCTE TO THE LEFT OF THE MNIFOL FCING THE SOLENOI.. IMUM 0 PSI REQUIRE T THE INLET OF THE CKFLOW PREVENTER N PRESSURE REGULTING EVICE.. MIMUM FLOW CPCITY OF MNIFOL IS GPM Ø'-0" Ø0'-0" G F-00 SLOPE % G M N I L N E SLOPE % K E F-00 SPLSHP IMENSION TOTL RE : SPRY RE : TOTL FLOW : PROUCT LEGEN ft² m² 00 ft² m². GPM REF PROUCT QTY I E G H I I K L M N O ngled Twister VOR qua ome N VOR ollard ctivator No VOR irectional Jet N VOR 0 Fountain Spray N VOR Geyser VOR 0 Jet Stream N VOR Orbit VOR Playsafe rain N VOR Plux Cane VOR Super Splash N ( Gal) VOR 0 Three ells N VOR Water loom N VOR Waterbug N VOR TOTL QTY VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. Quirk Park Splashpad.. INTERIOR SL ON GRE:.0 MP ( PSI), UNLESS OTHERWISE NOTE. ELECTRICL.. ETERIOR SL ON GRE:.0 MP (0 PSI), UNLESS OTHERWISE NOTE.. IML RE-R COVER:.. CONCRETE POURE ON-GRE = MM (") COVER.. CONCRETE POURE INTO FORMWORK UT EPOSE TO SOIL N WETHER FOR RER M (#) N UNER = 0MM (") COVER REINFORCING STEEL. EPENING ON PROJECT LOCTION, LL REINFORCING STEEL SHLL CONFORM TO STM (RS M (#) TO E GRE 0 WITH SUPPLEMENTRY REQUIREMENTS ON S. RS SMLLER THN M (#), TO E GRE 0); OR TO CNOR GRE G0. [FY = 00MP (0,000 PSI), UNLESS OTHERWISE NOTE].. WIRING FROM THE CONTROLLER TO ECH CTIVTOR SHLL E # WG. TOTL OF FIVE () CONUCTORS PER CTIVTOR. CLE LENGTH UP TO ', PROVIE Y VORTE.. LL CONNECTIONS TO THE CONTROLLER N OTHER VORTE ELECTRICL PNEL SHLL E PERFORME USING N PPROVE NEM CONNECTOR.. WIRE FROM POWER TO VORTE PNEL TO E ETERE Y OTHERS RESPECTING THE LOCL COE.. TIN IMUM CLERNCE ZONE OF " IN FRONT OF ELECTRICL PNEL, UNLESS OTHERWISE REQUESTE Y LOCL COE.. USE # RE COPPER ONING WIRE ETWEEN FETURES TO GROUNING RO IN THE SOIL, TIE INTO RER GRI, OR S PER LOCL COE. F-00 SLOPE % N H O I SLOPE % Project Location Charter Township of Van uren, MI Project Number 0 Order Number. USE CONCRETE, PLSTIC OR STEEL SUPPORT RS, S PER CI (MNUL OF STNR PRCTICE FOR ETILING CONCRETE STRUCTURES). THE RE-R PLCER MUST RE ON-SITE URING POURS TO VERIFY CORRECT POSITIONING OF RE-RS. SLNT UPPER REINFORCING STEEL IN LINE WITH THE SLOPE OF THE SL, IF PPLICLE.. RS SHLL E SECURELY WIRE PER LTEST EITION OF CRSI (RECOMMENE PRCTICE FOR PLCING REINFORCING RS). F-00 H H F-00 I F-00. LL REINFORCING STEEL IS TO E KEPT CLEN N FREE OF MU, SNOW, ICE, N NY CONTNTS.. VERTICL N CONTINUOUS RER SHLL E LPPE TO EVELOP FULL TENSILE CPCITY OF THE R. FOR M (#) RS IMUM LP OF 0 MM ( ). ETERIOR / INTERIOR SL ON GRE. FOLLOW THE GEOTECHNICL EPERT RECOMMENTIONS FOR PREPRTION OF SOIL EFORE POURING THE CONCRETE. LL GRNULR MTERIL SHLL E MOISTENE IMMEITELY EFORE POURING THE CONCRETE. WTER S NEEE. O NOT USE VPOR RRIER.. NO TRUCKS RE PERMITTE ON THE CONSTRUCTION SITE (OF THE SL) FTER THE FINL COMPCTION, EITHER EFORE OR URING, THE POUR.. SL TO E IMUM INCHES THICK, REINFORCE WITH 0M 00 MM ( ) C/C RER PLCE IN OTH IRECTIONS T MI-HEIGHT OF THE SL, UNLESS OTHERWISE NOTE ON PLNS.. REFER TO CONCRETE SECTION FOR IMUM COMPRESSIVE STRENGTH N IR-ENTRINMENT REQUIREMENTS.. FINISHING WILL E MEIUM ROOM. C P P E E bbreviations rchitectural Civil Work Plumbing Layout Plumbing etails Electrical Layout Electrical etails -00 SPRY ZONE & FETURE PLN. '[.M] SPRY FREE RE LL ROUN THE SPLSHP. RECOMMENE SLOPE: % TOWRS RINGE.. COORINTE THESE RWINGS WITH RCHITECTURL, CIVIL PLUG SECTION & ELECTRICL SECTIONS. rawing # rawing Name Rev# -00 Spray Zone Layout 0-00 nchor Plan 00 C-00 Embed etails 00 C-00 Slab on Grade 00 P-00 Plumbing Layout 0 P-00 Plumbing etails 00 E-00 Electrical Layout 00 E-00 onding Layout 00 /Mar/0 Issued for Pricing 0 SR /Feb/0 ate Revision escription No. rawing Title rawn by Scale Issued for pproval Spray Zone Layout SR /"='-0" Verified by ate M 00 MM y /Mar/0 FT Feature Installation rawing E-00 Electrical etails 00 FT-00 Feature rawings 00 Page # -00

24 REF PROUCT QTY C L I E G H I I K L M N O ngled Twister VOR qua ome N VOR ollard ctivator No VOR irectional Jet N VOR 0 Fountain Spray N VOR Geyser VOR 0 Jet Stream N VOR Orbit VOR Playsafe rain N VOR Plux Cane VOR Super Splash N ( Gal) VOR 0 Three ells N VOR Water loom N VOR Waterbug N VOR Ø0'-0" L SFESWP No() VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. C L Ø'-0" TYP,E,F,G,H,N C-00 TYP,I,,K,M,O G C-00 M G SFESWP No N I, C-00 C-00 N E E K SFESWP No Quirk Park Splashpad SFESWP No(), N C-00 Project Location I Charter Township of Van uren, MI SFESWP No Project Number 0 SFESWP No H Order Number O SFESWP No H H SFESWP No I /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y nchor Plan -00 NCHOR PLN. REFER TO SPECIFICTIONS ON -00. COORINTE THESE RWINGS WITH RCHITECTURL, CIVIL, PLUG & ELECTRICL SECTIONS. rawn by SR Scale Page # -00 Verified by ate M /Mar/0

25 SFESWP NCHORING SYSTEM TO E INSTLLE LEVEL, PLUM & FLUSH TO FINISHE GRE I.0 " (mm) (IF IT'S INSTLLE ON SLOPE, SEE ETIL & ) " (0mm) ONING STU CONCRETE SURFCE. VERIFY LOCL COES FOR TYPE, THICKNESS & REINFORCEMENT REQUIREMENTS WTER LINE INLET " (mm) NPT. (FEMLE). º SLOPE CK TO WTER SUPPLY. REFER TO CONSTRUCTION OCUMENTS FOR LINE SIZE ETILS. (LINE CONNECTION SUPPLIE Y INSTLLER) " (0mm) S.S. HEIGHT & LEVELING CONTROL NCHOR STUS WITH HRWRE. RILL & EPOY GROUT STUS (ONE Y INSTLLER) # (M) RER '' (0cm) C/C OTH IRECTIONS '(cm) LENGTH (SUPPLIE Y INSTLLER) " [cm] PLN VIEW '-" [cm] '-0" [cm] NCHORING LOCTIONS INSTLLTION TEMPLTE (TOOL KIT #00.) REFER TO TENNCE MNUL FOR INSTRUCTIONS ON INSTLLTION ETIL N TOOL KIT #00. MUST E USE URING CONCRETE POURING FOR THE PLCEMENT OF THE SFESWP TO ENSURE CORRECT PLCEMENT FOR FETURES. PLN VIEW '-" [cm] FRONT ELEVTION VIEW C 0'-" [cm] NCHORING LOCTIONS '-" [0cm] SIE ELEVTION VIEW '-" [cm] C INSTLLTION TEMPLTE (TOOL KIT #00.00) REFER TO TENNCE MNUL FOR INSTRUCTIONS ON INSTLLTION ETIL N TOOL KIT #00.00 MUST E USE URING CONCRETE POURING FOR THE PLCEMENT OF THE SFESWP TO ENSURE CORRECT PLCEMENT FOR FETURES. VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. '-" [cm] " [cm] TOP OF NCHOR STU WTER LINE N CONNECTION SLOPE SFESWP NCHORING ETIL FRONT ELEVTION VIEW ' [cm] TOP OF SFESWP TO E INSTLLE LEVEL (NOT ON SLOPE) NON-SHRINK GROUT COMPCTE GRNULR (SUPPLIE Y INSTLLER) " x " x " (0.0x0.m x0.m) CONCRETE LEVELING SE. (SUPPLIE Y INSTLLER). TOEGUR Safeswap No nchor TYP C-00 VOR /" (0mm ONING STU) " (0mm) S.S. HEIGHT & LEVELING CONTROL NCHOR STUS WITH HRWRE. RILL & EPOY GROUT STUS (ONE Y INSTLLER) NON-SHRINK GROUT SFESWP NCHORING ETIL CONCRETE SURFCE. VERIFY LOCL COES FOR TYPE, THICKNESS & REINFORCEMENT REQUIREMENTS FRONT ELEVTION VIEW '-" [0cm] PLN VIEW '-" [cm] TOEGUR Orbit C-00 VOR-. ' [cm] TYPICL NCHORING SFESWP Nº ' [cm] SIE ELEVTION VIEW 0'-" [cm] TYPICL (x) NCHORING SFESWP Nº WTER LINE INLET " (0mm) (SUPPLIE Y INSTLLER) WTER LINE INLET SHOUL E CONNECTE TO "C" (ONE Y INSTLLER) C '-" [0cm] '-" [cm] Super Splash No C-00 VOR-00. TOEGUR C Quirk Park Splashpad '-" [cm] " [cm] TOP OF NCHOR STU WTER LINE INLET " (0mm) MNPT.. º SLOPE CK TO WTER SUPPLY. REFER TO CONSTRUCTION OCUMENTS FOR LINE SIZE ETILS. (LINE CONNECTION SUPPLIE Y INSTLLER) COMPCTE GRNULR (SUPPLIE Y INSTLLER) " " " (0.0m 0.m 0.m) CONCRETE LEVELING SE (SUPPLIE Y INSTLLER) EPNE POLYPROPYLENE RIN O FOM (Y VORTE) NCHORING SYSTEM TO E INSTLLE LEVEL, PLUM & FLUSH TO FINISHE GRE(Y INSTLLER) FRONT ELEVTION VIEW CONCRETE SURFCE. VERIFY LOCL COES FOR TYPE, THICKNESS & REINFORCEMENT REQUIREMENTS(Y INSTLLER) STRINER SKET ( SOL SEPRTELY ) " (0mm) ONING STU " (0mm) S.S. HEIGHT & LEVELING CONTROL NCHOR STUS WITH HRWRE.(Y VORTE) RILL & EPOY GROUT STUS (ONE Y INSTLLER) WTER LINE OUTLET " (00mm).. % SLOPE. (LINE CONNECTION SUPPLIE Y INSTLLER) Project Location Charter Township of Van uren, MI Project Number 0 Order Number CONCRETE SL C-00 Ground Feature nchor TYP (Inlet /") '-" [cm] " [cm] TOP OF NCHOR STU " [cm]. % SLOPE COMPCTE GRNULR (SUPPLIE Y INSTLLER) '-" [cm] '-0 " [cm] " [cm] " x 0" x 0" (0.0x0.m x0.m) CONCRETE LEVELING SE. (SUPPLIE Y INSTLLER). /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y Playsafe rain No C-00 VOR Embed etails rawn by Verified by SR M Scale ate /Mar/0 Page # C-00

26 SEE PLN & SPECS. " " MEIUM ROOM FINISH. (STEEL TROWEL N ROOM) M OR C/C GLVNIZE ECH MI-HEIGHT (CONTINUE THROUGH JOINTS). VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- '' COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. COMPCTE GRNULR FILL. REFER TO GEOTECHNICL REPORT FOR RECOMMENTION (IF PPLICLE). CONTROL 0'-0" C/C M. (SEE SPECS) C-00 Control Joint TYP. UNISTRUE SOIL. MEIUM ROOM FINISH (STEEL TROWEL N ROOM) '' C-00 Slab Edge TYP. '' M OR C/C GLVNIZE ECH MI-HEIGHT (CONTINUE THROUGH JOINTS). '' COMPCTE GRNULR FILL. REFER TO GEOTECHNICL REPORT FOR RECOMMENTION (IF PPLICLE). UNISTRUE SOIL. C-00 C-00 Quirk Park Splashpad Project Location Charter Township of Van uren, MI Project Number 0 FORME JOINT MEIUM ROOM FINISH (STEEL TROWEL N ROOM) '- '' LP LENGTH M OR C/C GLVNIZE ECH WY (CONTINUE THROUGH JOINTS) WITH LP MI-HEIGHT. Order Number '' C-00 Construction Joint TYP. COMPCTE GRNULR FILL. REFER TO GEOTECHNICL REPORT FOR RECOMMENTION (IF PPLICLE). UNISTRUE SOIL. SL ON GRE C-00. REFER TO GENERL SPECIFICTIONS ON IMUM CONCRETE STRENGTH SEE SPECS.. MEIUM ROOM FINISH.. RECOMMENE SLOPE: % TOWRS RINGE.. COORINTE THESE RWINGS WITH RCHITECTURL, CIVIL, PLUG & ELECTRICL SECTIONS. /Mar/0 Issued for Pricing 00 SR ate Revision escription No. y rawing Title rawn by Verified by Scale ate Page # Slab on Grade SR M /Mar/0 C-00

27 S0 S0 S0 S0 S0 S0 S0 S0 S0 S0 S S Feature Connection Table Manifold Output Ref. & Connection Size Solenoid Valve Feature Ref. & Connection Size S0 /" FNPT /" Std H /" FNPT S0 /" FNPT /" Std " FNPT Feature Jet Stream N VOR qua ome N VOR Qty Line Size Gpm /". /" VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. S0 /" FNPT /" Std " FNPT ngled Twister VOR /" GS0 L S0 E S S0 /" FNPT /" Std G /" FNPT S0 /" FNPT /" Std M " FNPT Geyser VOR 0 Three ells N VOR /" /" K S S0 /" FNPT /" Std N /" FNPT Water loom N VOR /" S0 /" FNPT /" Std /" FNPT irectional Jet N VOR 0 /" G S0 S0 M S0 N S0 S0 I NS0 HS0 HS0 S0 H S0 S0 NS0 OS0 I I S0 ES IF S0 S0 S0 S0 S0 S0 S0 /" FNPT /" Std L " FNPT S0 /" FNPT /" Std I " FNPT S0 /" FNPT /" Std O " FNPT S /" FNPT /" Std E /" FNPT S /" FNPT /" Std K " FNPT S0 S0 S0 S0 S S P-00 Super Splash N ( Gal) VOR 0 Orbit VOR Waterbug N VOR Fountain Spray N VOR Plux Cane VOR Product Legend /". /". /" /" 0 /" Product Ref. Product Qty I I IC I ollard ctivator No VOR- Playsafe rain No. VOR Water istribution System; ECCC Cabinet Command Center 0R0 Maestro Controller out/ in Quirk Park Splashpad IC I IE " City Water Line (by Installer) P-00 IE IG IF IG To municipal rain (by Installer) " TYP rain Line With Strainer Connected to rainage System. Ensure P-Trap is elow Frost Line to Prevent Freezing. (by Installer) Pressure Regulator (by Vortex) Project Location Charter Township of Van uren, MI Project Number 0 Order Number P-00 PLUG LYOUT SCLE: /"='-0" ackflow Preventer (by Vortex) Solenoid Valve (by Vortex) P-00 PLUG LYOUT. REFER TO SPECIFICTIONS ON -00. COORINTE THESE RWINGS WITH RCHITECTURL, CIVIL, PLUG & ELECTRICL SECTIONS. SCLE : /"='-0" /Mar/0 Issued for Pricing 0 SR /Feb/0 Issued for pproval 00 MM ate Revision escription No. y rawing Title Plumbing Layout rawn by Verified by SR M WTER LINE RIN LINE Scale Page # P-00 ate /Mar/0

28 WTER INLET LINE SEE NOTE,H & I. (Y INSTLLER) MESTROPRO OR SMRTFLOW CONTROLLER SEE NOTE E & H. LEVE OF CLERNCE FOR SERVICE '-" [cm] ' [cm] TOP '-" [0cm] FRONT '-" [cm] '-" [cm] PRESSURE GUGE OUTLETS SEE NOTE J. FINL GRE LIGHT POWER PCK SEE NOTE H CST ON SITE CONCRETE COLLR SEE NOTE (Y INSTLLER) " TYP RIN LINE WITH STRINER CONNECTE TO RINGE SYSTEM. ENSURE P-TRP IS ELOW FROST LINE TO PREVENT FREEZING (Y INSTLLER) NOTES:. REFER TO P&E RWINGS FOR PIPE SIZES N ELECTRICL CONNECTIONS. REFER TO PROUCT SPECIFICTION OCUMENT FOR ITIONL INFORMTION C. CONCRETE SURFCE,VERIFY LOCL COES FOR TYPE, THICKNESS & REINFORCEMENTS REQUIREMENTS.. "Y INSTLLER" MY REFER TO SERVICE PROVIERS OTHER THN EQUIPMENT MNUFCTURER. PLESE REFER TO THE PROJECT SCOPE OF WORK FOR ETILS OF RESPONSIILITIES. E. IF THE CONTROLLER IS REMOTE LOCTE, CONUCTORS # WG T 0' LONG RE PROVIE Y VORTE. FOR QUNTITY SEE PIPING N ELECTRICL SCHEMTIC ETIL. F. IRECTION OF FLOW FOR PLUG SHLL E LELE USING IRECTIONL SYMOLS. G. VLVES N PLUG LINES SHLL E LELE WITH ESCRIPTION OF SOURCE OR ESTINTION. H. OPTIONL EQUIPEMENTS I. INLETS CN E CONFIGURE UP TO TWO WITH; -" NO FP / PR -" NO FP / PR -" WITH PR -" WITH FP / PR J. OUTLETS CN E COTION UP TO 0 OF: -" GTE VLVE -." GTE VLVE -" RSS OR PVC SOLENOIE VLVE WITH OR WITHOUT LL VLVE -." RSS OR PVC SOLENOI VLVE WITH OR WITHOUT LL VLVE -" FST CTING SOLENOIE VLVE -." FST CTING SOLENOI VLVE K. SEE PROUCT INSTLLTION MNUL FOR INSTLLTION TIPS RIN VLVES & CONNECTIONS (Y INSTLLER) " [cm] RIGHT '-" [cm] '-" [cm] COMPCTE GRNULR (Y INSTLLER) VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. Quirk Park Splashpad " [cm] LL ROUN MECHNICL NCHORS (Y VORTE) LINE # LINE # LINE # LINE # LINE # LINE # LINE # LINE # LINE # LINE # 0 LINE # LINE # LINE # LINE # LINE # ' [cm] -% SLOPE TO FETURE ELECTRICL CONUIT SEE NOTE (Y INSTLLER) " [cm] Project Location " [cm] -% SLOPE Charter Township of Van uren, MI CTIVTOR CONUIT SEE NOTE (Y INSTLLER) '-" [cm] Project Number 0 Order Number UNISTURE SOIL P-00 VOR R0 Equipment Cabinet (EC) /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y Plumbing etails rawn by SR Scale Verified by ate M /Mar/0 Page # P-00

29 S0 S0 S0 S0 S0 S0 S0 S0 S0 S0 S S Electrical Line Connections Power Procuct Code From To # Conductors Gauge/Type Note P Main Power Line (by Owner) I-0VC N/ 0V, Phase, 0Hz, 0mps reaker Recommended ± 0% Voltage rop is cceptable (by Installer) VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. Electrical Line Connections Controller Inputs GS0 L S0 E S Procuct Code From To # Conductors Gauge/Type Note EI I-Input I VC Max 0 m, ' Long Cable (by Vortex) K S Feature Connection Table Product Legend G S0 S0 M S0 N S0 S0 I NS0 HS0 HS0 S0 H S0 S0 NS0 OS0 I I S0 ES Manifold Feature Output Ref. Ref. S0 S0 S0 S0 S0 S0 S0 S0 S0 S0 H G M N L I O Feature Jet Stream N VOR qua ome N VOR ngled Twister VOR Geyser VOR 0 Three ells N VOR Water loom N VOR irectional Jet N VOR 0 Super Splash N ( Gal) VOR 0 Orbit VOR Waterbug N VOR Output (I) 0 Product Ref. Product Qty I I ollard ctivator No VOR-0 Maestro Controller out/ in Quirk Park Splashpad S E Fountain Spray N VOR S K Plux Cane VOR Project Location Charter Township of Van uren, MI EI Project Number 0 Order Number S0 S0 S0 S0 S0 S S0 S0 S0 S0 S0 S I P, E-00 /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y E-00 ELECTRICL LYOUT. REFER TO SPECIFICTIONS ON -00. COORINTE THIS RWING WITH RCHITECTURL, CIVIL, PLUG & ELECTRICL SECTIONS Electrical line E-00 ELECTRICL LYOUT Electrical Layout rawn by Verified by SR M Scale ate /Mar/0 Page # E-00

30 S0 S0 S0 S0 S0 S0 S0 S0 S0 S0 S S VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. Quirk Park Splashpad SEE SPECIFICTIONS Project Location Charter Township of Van uren, MI Project Number 0 Order Number /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y E-00 ONING LYOUT. REFER TO SPECS ON -00. COORINTE THIS RWING WITH RCHITECTURL, CIVIL, PLUG & ELECTRICL. onding wire rawn by Verified by Scale ate Page # onding Layout SR M /Mar/0 E-00

31 - ENSURE ENOUGH CLERNCE FOR THE OOR OPENING SEE NOTE # IMENSIONS # CTRL " (mm) " (mm) C" (mm) " (mm) E" (mm) Water reuse MESTRO ENCLOSURE IMENSIONS. (). () (0). (). () (0). (). () (0). (). () (0). (.). (.). (.). (.) (0) (0) (0) (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0) 0.0 & 0. CONNECTIONS - MIMUM OF ETHERNET CT CONNECTIONS RE VILLE PER MESTRO. IF MORE CONNECTIONS RE NEEE, THEN IT REQUIRES ETH EPNSION MOULE ( SOL SEPRTELY ). - QUNTITY OF CONNECTORs MY VRY SE ON MESTRO SIZE OUTPUT CONTROL: VC M SUPPLIE Y MESTRO. - FOR NY INPUT, VC 0m M SUPPLIE Y MESTRO. REFER TO THE CORRESPONING SCHEMTIC RWING MNUL FOR WIRING ETILS. - MESTRO EQUIPMENTS ON... SUNET.... MUST E USE FOR THE ROUTER LOCTE ETWEEN VORTE LN NETWORK N THE WN NETWORK PROVIING INTERNET. REFER TO MESTRO USER GUIE MNUL FOR MORE INFORMTION. - FOR POWER REQUIREMENTS, REFER TO SCHEMTIC RWING OF CORRESPONING MESTRO. - IF MULTIPLE MESTRO SLVES REQUIRE, ECH UNIT REQUIRES N INIVIUL ETHERNET CLE CONNECTION TO THE MSTER MESTRO - WTER TIGHT CONNECTIONS WITH MESTRO ONE Y INSTLLER. VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. C Main MESTRO 0.00 Water recirculation / WQMS (). (0). (). () (0). (). () (0). (). () (0). (.). (.) (0) (0). (). (0). (). () (0) OPTIONL (NOTE ) (Y INSTLLER) 0.0. (). (0). (). () (0) ETH CT TO G ROUTER REFER TO THE PIPING N ELECTRICL SHEET FOR THE CONTROLLER NUMER E HOLE Ø mm USE M OLT ( ") TYP. Maestro Controller E-00 VOR-0. Expansion MESTRO Fast acting valves Standard Fast acting valves (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). () (0). (). () (0). (.). (.) (0) (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0). (). (0). (). () (0) POWER 0/0 VC SINGLE PHSE M (NOTE ) (Y OWNER) MSTER MESTRO QUICK CONNECT CONNECTORS TO SOLENOIS N PUMP (NOTE & ) REFER TO WIRING IGRM FOR WIRING ETILS (Y VORTE) ETH CT TO PRIVTE NEWORK (NOTE) ETH CT TO WTERMRK CONTROLLER ETH CT TO WTERMRK LE ETH CT TO MESTRO LIGHT MSTER ETH CT TO MESTRO SLVE (NOTE) WG GGE N M 00 (0. m )RECOMENE Maestro Controller E-00 VOR-0. INPUT FOR CTIVTORS / OPTIONL SENSORS OR FETURES ( NOTE ) (Y INSTLLER) Quirk Park Splashpad Project Location Charter Township of Van uren, MI Project Number 0 Order Number /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y Electrical etails rawn by SR Scale Verified by ate M /Mar/0 Page # E-00

32 PLN VIEW PLN VIEW '-" [cm] '-" [cm] PLN VIEW '-" [cm] FRONT ELEVTION VIEW SIE ELEVTION VIEW '-" [cm] '-" [cm] FRONT ELEVTION VIEW SIE ELEVTION VIEW VORTE US Inc. 0 Valwood Parkway Suite 0 Carrollton, Texas United States 00 Toll Free: + () - Phone: + () 0- COPYRIGHT VORTE US Inc-THIS OCUMENT N THE IES, RENERINGS N OTHER CONTENTS CONTINE THEREIN RE THE SOLE PROPETY OF VORTE US Inc N MY NOT E ISSETE, COPIE, REPROUCE OR OTHERWISE USE WITHOUT PRIOR WRITTEN CONSENT OF VORTE US Inc. FRONT ELEVTION VIEW SIE ELEVTION VIEW '-" [cm] '-" [cm] TOEGUR '-" [cm] PLN VIEW FRONT ELEVTION VIEW TOEGUR FT-00 '-" [cm] TYPICL NCHORING SFESWP Nº ngled Twister No VOR-. '-" [cm] SIE ELEVTION VIEW PLN VIEW FRONT ELEVTION VIEW TOEGUR TYPICL NCHORING SFESWP Nº '-" [0cm] FT-00 qua ome No VOR-. '-" [cm] SIE ELEVTION VIEW PLN VIEW '-" [cm] FT-00 '-" [cm] TYPICL NCHORING SFESWP Nº. FOR POUR THIS CETTE PPLICTION, " NPT UTILISER FEMLE COUPLING MNCHON OF FEMELLE THE " NPT U SFESWP Nº WILL POUR E CONNECTER USE TO CONNECT LE CONUIT THE E ELECTRICL PROTECTION ELECTRIQUE, CONUIT, SUPPLIE FOURNI Y PR INSTLLER, L'INSTLLTEUR, N RUN ET THE TIRER ELECTRICL CLE. CLE. SPECIFICTION U CLE ELECTRIQUE CONNECTEUR ELECTRICL CLE M-PIN, SPECIFICTION WG, IMETRE ETERIEUR MIMUM : 0." (FOURNI M-PIN JUSQU' CONNECTOR M VEC CLE, L'CTIVTEUR WG, MIMUM PR VORTE) O.. : 0." (SUPPLIE UP TO M WITH CTIVTOR Y VORTE) ollard ctivator No VOR Quirk Park Splashpad FRONT ELEVTION VIEW SIE ELEVTION VIEW 0'-" [cm] '-" [cm] ' [cm] '-0" [cm] '-" [cm] '-" [cm] TOEGUR Project Location Charter Township of Van uren, MI TOEGUR Project Number 0 TYPICL NCHORING SFESWP Nº TOEGUR TYPICL NCHORING SFESWP Nº TYPICL NCHORING SFESWP Nº Order Number FT-00 Plux Cane VOR-. FT-00 Three ells No VOR-. FT-00 Waterbug No VOR-. /Mar/0 Issued for Pricing 00 ate Revision escription No. rawing Title SR y Features Installation rawings rawn by SR Scale Verified by ate M /Mar/0 Page # FT-00

33 FOR REFERENCE ONLY. WORK ON THIS SHEET WILL E PERFORME Y OTHERS. CONTRCTOR SHLL COORINTE INSTLLTION OF THIS WORK WITH CONTRCT WORK. OWNER NOTES. MEMRNE(S) MUST E REMOVE IF THE WIN SPEE IS EPECTE TO ECEE MPH SUSTINE WIN LO (HURRICNE CTEGORY I) N/OR THE SNOW LO IS EPECTE TO ECEE PSF.. THE OWNER CCEPTS FULL RESPONSIILITY OF REMOVING THE FRIC FROM THE STEEL FRME WHEN NY OR LL OF THESE CONITIONS MY OCCUR.. THE STEEL STRUCTURE, WITH THE FRIC REMOVE, WS ESIGNE TO WITHSTN E LOS N WIN SPEES S SPECIFIE OVE PER THE LOCL COE REQUIREMENTS. IF THE OVE LOS RE ECEEE OR ITIONL LOS RE INUCE, STRUCTURL FILURE MY OCCUR. THE OWNER IS RESPONSILE FOR N CCEPTS FULL LIILITY FOR NY ISSUES CUSE Y LOS ECEEING THOSE IN THE ESIGN CRITERI.. THE FRIC MEMRNE IS NOT ESIGNE OR INTENE TO E WLKE ON; IT IS ESIGNE ONLY TO WITHSTN WIN N SNOW LOS S SPECIFIE OVE PER THE LOCL COE REQUIREMENTS.. OWNER TO INFORM LSI OF FOOTING OPTION USE. Skyways by Landscape Structures Inc. 00 Century Center lvd. Suite #00 Irving T, 0 playlsi.com GENERL NOTES Stamp: COE N LOS UILING COE IC-0 / FC th EITION (0) / CC-0 ESIGN WIN LO Vult = 0 MPH, SEC. GUST (COMPLETE STRUCTURE) ESIGN WIN LO Vult = 0 MPH, SEC. GUST (FRME ONLY) EPOSURE "C" GROUN SNOW LOS PSF OCCUPNCY CLSSIFICTION - U (UTILITY & MISCELLNEOUS) CONSTRUCTION TYPE - V GENERL NOTES. LL WORK SHLL COMPLY WITH THE LTEST EITION OF THE FOLLOWING:. MERICN STNR SPECIFICTIONS N COES WITH MOIFICTIONS S SPECIFIE HEREIN: MERICN INSTITUTE OF STEEL CONSTRUCTION - COE OF STNR PRCTICE FOR STEEL UILINGS N RIGES... MERICN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICTION FOR STRUCTURL STEEL UILINGS. MERICN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICTION FOR STRUCTURL JOINTS USING STM OR 0 OLTS... MERICN WELING SOCIETY - STRUCTURL WELING COE WS.. MERICN SOCIETY FOR TESTING N MTERILS - S REFERENCE HEREIN.. MERICN NTIONL STNRS INSTITUTE (NSI) - S REFERENCE.. O NO SCLE OFF OF RWING.. MTERILS.. MEMERS SHLL CONFORM TO THE FOLLOWING REQUIREMENTS U.N.O... PIPE SHLL CONFORM TO STM, GRE, TYPE E OR S... STRUCTURL TUING SHLL CONFORM TO STM 00, GRE /C... PLTES N RS SHLL CONFORM TO STM, OR STM GRE 0, OR S NOTE ON THE RWINGS... LL GLVNIZE STEEL TUE PROUCTS SHLL E TRIPLE COTE FOR RUST PROTECTION USING THE IN-LINE ELECTROPLTING COT PROCESS... TUING SHLL E INTERNLLY COTE WITH ZINC N ORGNIC COTINGS TO PREVENT CORROSION S MNUFCTURE Y LLIE TUE & CONUIT... PINS SHLL CONFORM TO STM, OR STM, GRE 0, OR S NOTE ON THE RWINGS... LL PINS SHLL E GLVNIZE U.N.O.... LL STRUCTURL STEEL SHLL E SHOT LSTE PRIOR TO PINT.0. OLTS N WELS SHLL CONFORM TO THE FOLLOWING REQUIREMENTS U.N.O.... LL WELS SHLL E CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTE ON RWINGS... LL WELS SHLL EVELOP THE FULL STRENGTH OF THE WEKER MEMER. LL WELS SHLL E ME USING E0.0 OR.0 WIRE... LL WELE JOINTS SHLL CONFORM TO WS PREQULIFIE WELE JOINTS S ESIGNTE Y THE STNR WEL SYMOLS N TERMS S SHOWN ON THE RWINGS... WELS SHLL E ME ONLY Y OPERTORS WHO HVE EEN PREVIOUSLY QULIFIE Y TESTS, S PRESCRIE IN THE LTEST EITION OF THE MERICN WELING SOCIETY,., STRUCTURL WELING COE, TO PERFORM THE TYPE OF WORK REQUIRE... SHOP CONNECTIONS SHLL E WELE U.N.O.. FIEL CONNECTIONS SHLL E OLTE S INICTE ON THE RWINGS... LL FILLET WELS SHLL E IMUM OF /" UNLESS OTHERWISE NOTE. FIEL WELS SHLL NOT E LLOWE... LL HIGH STRENGTH OLTS SHLL COMPLY WITH SE J GRE OR EQIVLENT... LL HIGH STRENGTH NUTS SHLL COMPLY WITH STM - GRE C OR EQIVLENT... LL STINLESS STEEL OLTS SHLL COMPLY WITH STM F-, LLOW GROUP OR OR EQIVLENT..0. LL STINLESS STEEL NUTS SHLL COMPLY WITH STM F- LLOY GROUP OR OR EQIVLENT... LL STINLESS STEEL WSHERS SHLL CONFORM TO TYPE - OR EQIVLENT... LL LOCK WSHERS SHLL E SPLIT-RING.. COMMON SPRING LOCK WSHERS SHLL CONFORM TO NSI..... LL WORK SHLL E FREE OF OIL, GRESE N MCHINING CHIPS... FRICTE PIECES ESIGNTE S GLVNIZE SHLL E HOT IP GLVNIZE PER STM. NO PINT SHLL E PPLIE TO THESE PIECES, U.N.O.... LL GLVNIZE STEEL TUING: SURFCE PREPRTION PRIOR TO PINTING SHLL E EECUTE IN CCORNCE TO SOLVENT CLENING SSPC-SP. SOLVENT SUCH S WTER, ERL SPIRITS, YLOL, TOLUOL, ETC. RE USE TO REMOVE FOREIGN MTTER FROM THE SURFCE OF GLVNIZE STEEL STRUCTURE. MECHNICL METHO (IF REQUIRE) PRIOR TO SOLVENT CLENING OF SURFCE PREPRTION SHLL E EECUTE CCORING TO POWER TOOL CLENING SSPC-SP- N INVOLVE USING WIRE RUSHES, POWER CHIPPING HMMERS, RSIVE WHEELS, NEELE GUNS, ETC... SURFCE PREPRTION PRIOR TO PINTING SHLL E EECUTE IN CCORNCE TO COMMERCIL LST CLENING SSPC-SP OR NCE #. COMMERCIL LST CLENE SURFCE, WHEN VIEWE WITHOUT MGNIFICTION, SHLL E FREE OF LL VISILE OIL, GRESE, IRT, MILL SCLE, RUST, COTING, OIES, CORROSION PROUCTS, N OTHER FOREIGN MTTER, ECEPT FOR STINING S NOTE... RSIVE STEEL GRIT G0 SPECIFICTIONS SHLL E S FOLLOWS: SHPE WHEN NEW (NGULR) SIEVE NLYSIS (SE J ) CHEMICL NLYSIS (SE J) MICRO HRNESS (- HRC); (- HV) STNR EVITION (+/- R OR +/- 0 HV).. LL STRUCTURL STEEL ECEPT EMEE ITEMS, SHLL E PINTE WITH TWO SHOP COT (.0 MILS THICK..) FIRST COT WITH ZINC RICH PRIMER N SECON COTOF WETHER RESISTNT POWER COTING SE ON POLYESTER TGIC (MNUFCTURE Y SHERWIN WILLIMS OR EQUIVLENT). TO CHIEVE OPTIMUM HESION, IT IS RECOMMENE THT THE PROPER TRETMENT N RYING TKE PLCE EFORE COTING. POLYESTER POWER (TGIC) SPECIFICTIONS SHLL E S FOLLOWS: - HESION (STM -). - FLEIILITY (STM -). - PENCIL HRNESS (STM -). - IMPCT RESISTNCE (STM -). - HUMIITY RESISTNCE (STM - POLYESTER; STM - EPOY PRIMER). - SLT SPRY RESISTNCE (STM -)..0. LL NCHOR OLTS SET IN NEW CONCRETE SHLL COMPLY STM F, GRE, U.N.O... OLTS SHLL E TIGHTENE TO SNUG CONITION U.N.O.... TOLERNCES ON HOLES FOR CONNECTING PLTES N OLTE ELEMENTS IN FIEL SHLL E +/" LRGER THN THE NOL IMETER OF THE OLT, FOR SE PLTES SHLL E /" LRGER. OLTS HOLES IN METL PRTS MY E URNE USING FLME CUTTING MCHINE... SPECIL TTENTION SHLL E GIVEN TO WELS IN RES IN IRECT CONTCT WITH SHE FRIC TO ENSURE THT THESE WELS RE GROUN SMOOTH N O NOT HVE SHRP EGES OR URRS... FRIC MEMRNES SHLL CONFORM TO FIRE PROPGTION PERFORMNCE CRITERI OF NFP 0, OR HVE FLME SPRE INE NOT GRETER THN WHEN TESTE IN CCORNCE WITH STM E, PER FC 0... (PPLIES TO NY STRUCTURE ESIGNTE FOR FLORI)... LL STRUCTURL HIGH STRENGTH STEEL OLTS SHLL CONFORM TO STM, TYPE, UNLESS NOTE OTHERWISE... LL STRUCTURL HIGH STRENGTH STEEL NUTS N SSOCITE JM NUTS SHLL CONFORM TO STM, GRE H, HEVY HE, SUITE FOR OLTS, UNLESS NOTE OTHERWISE... LL STRUCTURL HIGH STRENGTH HRENE STEEL WSHERS SHLL CONFORM TO STM F, TYPE... LL THREE RO SHLL CONFORM TO STM, OR STM, GRE 0 S NOTE... COMMON OLTS SHLL CONFORM TO STM 0, GRE, HE UNLESS NOTE OTHERWISE.0. COMMON NUTS N SSOCITE JM NUTS SHLL CONFORM TO STM, GRE, HE, SUITE FOR 0 OLTS, UNLESS NOTE OTHERWISE... COMMON FLT WSHERS SHLL CONFORM TO STM F, OR NSI.. (USS). Triangle Sail 0'x0'x0' Project No.: Sheet Title: Cover Sheet Sheet Size: r "" "x" es. EECUTION.. INSPECTION N QULITY CONTROL... STEEL FRICTOR SHLL PROVIE EFFECTIVE, FULL TIME QULITY CONTROL OVER LL FRICTION CTIVITIES.... VISUL INSPECTION SHLL E PERFORME TO ENSURE LL WELS CONFORM TO WS STNRS. WORKMNSHIP... GRIN LL SHRP EGES N CORNERS.... FOUNTIONS / REINFORCE CONCRETE NOTES... CONCRETE WORK SHLL E EECUTE IN CCORNCE WITH THE LTEST EITION OF THE MERICN CONCRETE INSTITUTE UILING COE.... CONCRETE SPECIFICTION ETILE S PER PLNS, SHLL E S FOLLOWS: YS STRENGTH: F'C = 000 PSI (.) GGREGTE: HR SLUMP: - PORTLN CEMENT SHLL CONFORM TO STM C-0. GGREGTE SHLL CONFORM TO STM C-. NO IR REQUIRE... LL REINFORCEMENT SHLL CONFORM TO STM - GRE 0. REINFORCING STEEL SHLL E ETILE, FRICTE N PLCE IN CCORNCE WITH THE LTEST CI ETILING MNUL N RSI MNUL OF STNR PRCTICE.... REINFORCING COVER SHLL E ".... LL CST IN PLCE CONCRETE SHLL E COMPCTE USING HIGH FREQUENCY VIRTING EQUIPMENT...0. TOP OF PIERS RE ESIGNE NON CONSTRINE.... LL NCHOR OLTS SET IN NEW CONCRETE SHLL COMPLY WITH STM F- GRE.... LL NON-SHRINK GROUT SHLL HVE IMUM YS COMPRESIVE STRENGTH OF 000 PSI N SHLL COMPLY WITH THE REQUIREMENTS OF STM C-0, STM C, STM C00 WHEN PPLICLE Reference Scale: " o e Revisions: # Revision For pproval /" /" /" ate y 0// ate: 0// rawn by: esigned by: JW pproved by: FP rawing: STEEL CLE.. STRUCTURL WIRE ROPE CLES SHLL CONFORM TO THE LTEST REVISION OF STM 0, "STNR SPECIFICTION FOR ZINC-COTE STEEL STRUCTURL WIRE ROPE"... STRUCTURL STRN CLES SHLL CONFORM TO THE LTEST REVISION OF STM, "STNR SPECIFICTION FOR ZINC-COTE PRLLEL N HELICL STEEL WIRE STRUCTURL STRN.. SEVEN WIRE PRE-STRESSING STRN SHLL CONFORM TO THE LTEST REVISION OF STM, "STNR SPECIFICTION FOR UNCOTE SEVEN WIRE STRESS RELIEVE STRN FOR PRESTRESSE CONCRETE", N SHLL E GRE 0... WIRE ROPE CLE SHLL E STRN CORE GLVNIZE WIRE ROPE WITH REKING STRENGTH VLUE OF,000 L. (Ø/")... PROVIE THE NECESSRY HOT IPPE GLVNIZE FITTINGS REQUIRE FOR PROPER SECURING OF THE WIRE ROPE S PROUCE Y CROSY GROUP, INC... CLE TENSION IMUM 00 L. Sheet: isclaimer: This cover sheet is intended to identify model number and job location only. SS-

34 PRTS LIST QTY ESCRIPTION Column, HSS /" O x /" Wall Column, HSS /" O x /" Wall Column, HSS /" O x /" Wall Hex olt /" - 0 UNC x /" G- Yellow Zinc /" Twisted Shackle 0mm 0 nchor ssembly " x " Shade Triangle /" Steel Cable 0' Cut Length /" HG Cable Clamp FOR REFERENCE ONLY. WORK ON THIS SHEET WILL E PERFORME Y OTHERS. CONTRCTOR SHLL COORINTE INSTLLTION OF THIS WORK WITH CONTRCT WORK. Twisted Shackle 0mm (/") (dd Saftey Wire) Loop Cable Through Skyways by Landscape Structures Inc. 00 Century Center lvd. Suite #00 /" Cable Clamp 0'-0" Irving T, 0 playlsi.com Shade Triangle Stamp: /" Cable Clamp 0'-0" 0'-0" /" Thick Plate Triangle Sail /" Sheet Title: General Views & ill of Materials Sheet Size: "" "x" Reference Scale: " /" Revisions: # Revision For pproval '-0" /" ate y 0// '-0" 0'-0" 0'-0" '-0" '-0" '-0" Max. Surfacing /" FFL /" Plate FFL SG /" SG ate: 0// rawn by: esigned by: JW pproved by: FP rawing: Series Sheet:

35 Foundation Option (Spread Footing) FOR REFERENCE ONLY. WORK ON THIS SHEET WILL E PERFORME Y OTHERS. CONTRCTOR SHLL COORINTE INSTLLTION OF THIS WORK WITH CONTRCT WORK. Foundation Option (rill Pier) '-" # Rebar ('-0") " Min Cover '-" '-0" " Min Cover # Rebar ('-") '- /".C. '-0" Skyways Hex Nut /" " Min Cover # Rebar Rings ( ") '-0" '- /".C. '-0" " 0 /" x " nchor olt w/ Leveling Nut & Washers FFL Surfacing " SG Note: Use Skyways nchor Installation JIG # 00 Plain Washer /" by Landscape Structures Inc. 00 Century Center lvd. Suite #00 Irving T, 0 playlsi.com Helical Spring Lock Washer /" /" Stamp: " Min. Cover Grout etween Plate & Pier Plain Washer /" Hex Nut /" '-0" Square /" " x " nchor olt w/ Leveling Nuts & Washers Surfacing SG Note: Use Skyways nchor Installation JIG # 00 " (Hold) " (Hold) " Min Cover Grout etween Plate & Pier FFL " Min Cover " Concrete nchor " x " " /" Plate " (Hold) /" Plate " " (Hold) # Vertical Rebar ('-") '-" '-0" '-0" " Min Cover # Rebar Rings ( ") '-0" Typ. Triangle Sail " Min Cover '-0" Sheet Title: Foundation Layout Sheet Size: "" "x" '-" 0 Reference Scale: 0'-0" " '-" '-0" 0 '-" '- /" '-0" 0'-0" /" Revisions: # Revision For pproval /" /" ate y 0// ate: 0// rawn by: esigned by: JW pproved by: FP rawing: Series Sheet: