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Home My WebLink AboutBATCH - Supplemental - 0010 Market Street�F � rt south PLANNING & Z©NING June 6, 2011 Re: #SP-11-19 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sinc y, Aayand J. Be ai Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com LEGEND -- — -- EXISTING CONTOUR 336 PROPOSED CONTOUR — — APPROXIMATE PROPERTY LINE — — — — — — — — — APPROXIMATE EASEMENT LINE O IRON PIN FOUND ® CONCRETE MONUMENT FOUND SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC —UE UNDERGROUND ELECTRIC — —ST STORM DRAINAGE LINE Q SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT—OFF ten, POWER POLE m CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE (wvwvwv� EDGE OF BRUSH/WOODS FENCE -�--- DRAINAGE SWALE GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 4. All grassed areas shall be maintained until full vegetation is established. 5. Maintain all trees outside of construction limits. 6. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 7. The Contractor shall submit shop drawings for all items and materials incorporated Into the site work. Work shall not begin on any item until shop drowing approval is granted. B. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 9. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 10. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 11. Property line Information is approximate and based on existing tax map information. This plan is not a boundary survey and is not Intended to be used as one. 12. The project benchmark, of 316.2', is a sewer manhole rim elevation located directly north of the existing basketball court. Vertical datum based on a scaled elevation from a UGSG Quad Topo map. Horizontal datum based on a magnetic reading taken at the time of survey. 13. Owner bears the responsibility of procurring any required easments and all local and State permits. 14. The purpose of this plan is to depict the proposed paved sidewalk, the proposed teaching area and the relocation of some of the existing basketball hoops, as well as other minor site improvements. 15. All existing topsoil to be stripped and stored at on on —site location to be determined by the owner. WILLISTON ROAD To xnuslav caxc 1 1 �m I CONSTRUCT NEW 9 WIDE \ {I PAVED ACCESS SIDEWALK 1 — / 1 I NEW FRAMED — I I AND MULCHED oosmD TEACHING AREA swn x I • � • I � I + I I p o p / a 0 p FOR PROPOSED pOJ e o PATHAND vinn9nne 4.,i PLAYGROUND I C,\ O IMPROVEMENTS 8 r�� •fAsgD cons - P �r o o ±335 >b� \ s�2'r S'T,Q \ RELOCATED aaK TBALL HOOPS I I I \ I I \y moo, EXISTING WOODEN WALL TO BE RECONSTRUCTED CLOSER TO COURT. REMOVAL OF EJDSIING WALL TO BE PERFORMED BY OWNER. _ f575'—_=-- GRAPHIC SCALE ( IN FEET ) 1 inch = 80 ft. SITE ENGINEER: 0 Will. ENGINEERING ASSOCIATES. INC. 10MAhWID MEWIAAIE WMBURUNGTOM Vr OUN e0Dee1-2ffi8 FAX e049ef. " x•D: w•w.n• — co— 0 nio siOws Rev n DRAWN CJG/JSO C86CY6D SAV "PROM JSO OWNER: SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT: SOUTH BURLINGTON CENTRAL SCHOOL SITE IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 a 5 - � M F: f z as � T � � 1 LOCATION MAP c nATe c cezcraD c ssnscDx c OVERALL PROPOSED CONDITIONS SITE PLAN nAT6 DXAW G NUlain SEPT., 2010 sc =50' V C1.0 PROJ. NO. 10126 0 �-� \ � \ PROPOSED TEACHING AREA. FRAME IN WITH e" \ '376- \ - - - - - _--- _- --_-__ - - - I EXISTING _ x e" PRESSURE TREATED TIMBER ANCHORED \ S F�EHI� �Jj WITH 24" REBAR. TOPSOIL TO BE REMOVED \ \ \ \ 6' AND AREA MULCHED. SEATING TO CONSIST \ \ \ OF TREE STUMPS TO BE PROVIDED BY OWNER. TOPSOIL, SEED AND MULCH ALL \ TOPSOIL, SEED AND MULCH ALL t1' DISTURBED AREAS. MAINTAIN \ DISTURBED AREAS. MAINTAIN UNTIL PERMANENT VEGETATION \ UNTIL PERMANENT VEGETATION IS ESTABLISHED (TYPJ. I IS ESTABLISHED (lYP.). / yI IBM - SEWER MANHOLE OASTIN 1/ RIM ELEVATION 316.2' / MAINTAIN YO' MIN. OF SEPARATION B/W f EXISTING.MULCH AND NEW PAVED PATH EXISTING 15'x NPAVED / y/ SHRUB ACCESSAREA I T T P7- ? T 7 / EXISTING \I BEOTE.* ALL EXISTING TOPSOIL TOSTRIPPED AND STORED ATAN I �\�~\\��\` \\ \\ \\T\ T�\rR / TABLE TO / ON -SITE LOCATION TO BE /// /// DETERMINED BY OWNER. //� CCESSAREA PAVED COURTN� 316- /�/ / '�\��✓// ��/\�//\//\��/�/ //\�/�//��////�\�////�\�� / ��//��/^�/ I O ^/ °EXISTING OH° TO/ // // EXISTING PAMNSEES a I ✓�/ -316 - - G EXISTING / NEW 5' WIDE PAVED PINE TREE / SIDEWALK. MAXIMUM ,4 ° NEWS WIDE PAVED \\ / 5% SLOPE. GRADE TO i� UTILIZE EXISTING MATERIAL REMOVED FROM a ° / SIDEWALK COADTRUCRON TO RAISE ISTINP. y SIDEWALK MAXIMUM / / DRAIN WITH MAXIMUM ETC 5%SLOPE. GRADE TO / / 2%CROSS SLOPE. / °GRADE. BEPSOIL, .SEED AN UNTIL ALL DRAIN WITH MAXIMUM , I / - G 2%CROSS SLOPE. GPERMANENT VEGETATION IS ESTABLISHED ° / cEXIS) \ � �ING //�/%J\ \PINE TREE SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES. INC 10MANSRFLD YEW LANE, SOUM BURUNGTON, YI 05M B07aM-zszs FAI eOimFzz71 w.a: www.oearccan Du" CJG/JSO c�c>® SAV APPROVED JSO OWNER: SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT: ° ° e < 4° ® ° 4 ° SOUTH BURLINGTON jy ��EXISTING a ° CENTRAL SCHOOL TIE INTO EXISRNG 1,l // // // // f 1 , HOOP TO e G ° ° a PA1'ED SIDEWALK I� a��1�\i_1�. 1� \\\v/I nRE GYMTING ,/ RASS� °REMNN ° ° °G G ° °G ° SITE / ° ° __ IMPROVEMENTS EXI\\ m I 317_ -_.s- __-..-'_-----_-_. 44 N. BENgi I \�i/ ,� a G G° ° e a EXISTING PAVED SIDEWALK -�- 4 I G G S UNLESS OTHERWISE SHOWN ON PLANS ° 2 1/2" TYPE II BITUMINOUS CONCRETE SIDEWALK 2% CROSS SLOPE MAX. 2.5" � o g• Cr FINE CRUSHED g• GRAVEL SUBBASE UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL BITUMINOUS CONCRETE SIDEWALK DETAIL N.T.S. REMOVE EXISTING TOPSOIL AND EXCESS MATERIAL AND STORE AT NEW 6" x 6" PRESSURE ON -SITE LOCATION TO BE DETERMINED LtEN TREATED FRAMING BY OWNER. INSTALL FILTER FABRIC ANCHORED MATH /5 AND FILL WITH 4" MIN. MULCH. MULCH REBAR (24" MIN.) TO BE PROVIDED BY OWNER. FINISHED GRADE EXISTING GRADE EXISTING GRADE #5 REBARS. FILTER FABRIC 24" MIN. (MIRAFI 20OX OR LENGTH. UNDISTURBED SOIL OR APPROVED APPROVED EQUAL) COMPACTED GRANULAR FILL SECTION A —A TEACHING AREA FRAMING DETAIL N.T.S. EXISTING SIGN EXISTING PA)ED. SIDEWALK, o GRAPHIC SCALE lo s a ( IN FEET ) 1 inch = ID R 0 0 EXISTING HANDBALL CWRT O C_1 I / I t I \ / GRASSED AREA /315, — i EXISTING PAVED ° 10 MARKET STREET I °BASKETBALL AND G ° SOUTH BURLINGTON, GAMING COURTS 4 VERMONT 05403 a a G ° ° ° \ ° a \ a a - A ° ° G G l ° ° ° ° G a DUSTING HOOP TU�Bf RELOCATED. CONFIRM EXACT LOCA77GIV WITH OWNER. ^ „ EXISTING ADAPTIVE HOOP TO BE RELOCATED. CONFIRM EXACT LOCATION WITH OWNER ° DUSTING HOOP TO BE e REMOVED. DISPOSE OF HOOP AT OWNERS DISCRESK)N. ° n 4 7 ° CONSTRUCTA NEW 30' LONG x B' TALL GAMING WALL, 1' OFF THE EXISTING EDGE OF PAVEMENT, WITH 3 DEEP CONCRETE CYLINDER FOOTINGS FRAME AND BRACING TO BE CONSTRUCTED OF B' x B' PRESSURE TREATED TIMBER WITH A COMPOSITE SIDING FINISH. SPECIFICATIONS TO BE PROVIDED BY OWNER. EXISTING WOODEN WALL (TO BE REMOVED BY OWNER) LOCATION MAP DATs CIDXaD REns1DN PARTIAL PROPOSED _ _ _ _ _315- - - - CONDITIONS SITE PLAN DATE DMXING NUYDER SEPT.,2010 1" =10' C1.1 � n PRDJ. ND. \S ( ` 10126.01 SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS At PROJECT ACCESS A. The Owner Mall be notified five (5) days prlr to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an -site pre -construction meeting prior to oxnmencement of any work. Job superintendents and subcontractors Moll be Included In this mesting. C. The Contracts will coordinate all phases of the Work, ma as not to Interfere with the normal wok procedures In the area. D. The Contractor Noll conduct his work In such a manner as to not interfero with or endanger work or trclfic In areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency whlclm and equipment to the work site at all limes. 1.02 LABOR A. The Contractor and subcmtractma will employ mechanics skilled In their respective trades. B. All labor will be performed in a nett and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for initiating. malntalning, and supervising all O.S.H.A. safety precautions In connection with the Work. B. Fire Protection: The Can tractor Mall take all n psorry preaoutlans to prevent fires adjacent to the Work ond shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and Mall prevent the spread of firm to areas outside the limits of the Wok. C. Safety Precautions: Prior to commencement of Work, the C-troctor Mall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 INSURANCE A. Corti atm of Insurance aeeeptoble to the Owner shall be filedwith the Owner prim to the commencement of the Wok. 1.05 CORRECTION OF WORK A. Ths Contractor shall promptly correct all Wok rejected by the Owner ors defective m ors toting to conform to the Contract Documents. The Contractor Noll boor oil cost of committing such rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when, In the pinion of the Owner, the weather Is unsuitable. No concrete, earth backill, embankment, or paving shall be placed upon frozen material. If there Is delay or Interruption In the Work due to weather condition% the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Stam: The Contractor shall take all precautions to prevent damage to the Work by stoma a by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at him own *pert Mall make repairs or replocamonto or rebuild such pats of the Wok as the Engines may require in order that the finished wok may be completed m required by the Drawings and Specifications. 1.07 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which Is outhortzed to be reused, became the properly of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owns will not be respmslble for any loss or damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be repmsible for providing oil nary survey staking. 1. Locats and protect control point before starting role on the .Its. 2. Preserve permanent reference points during program of the Wok. 3. Establish a minimum of two permanent benchmoks on the .Re, referenced to data established by survey contra points. a. Record locoticns. with horizontal and vertical data, m Project Record Documents. SECTION - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes 1. All utility and eltmork excavation (unless covered In other eoctions of them specifications). removal and stockpile of topsoA, stabilization fabric, and other miscsiloneou. and appurtenant works. 2. Site f91.Q7 3. Roadway parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysts of Fine and Corse Aggregates. B. ANSI/ASTM 0698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utllitlm which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports Indicating that material for backfill meet* requirements of this Section. B. Field density test reports of site fill In place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's spectatime and Installation Instructions. PART 2 - PRODUCTS 2.01 CRUSHED GRAVEL A. All materials Mall be secured from approved source. This growl Mall cmolst of angular and round fragment of hard durable rock of uniform quality throughout, reasonably free from thin elongated places, soft or disintegrated stone, dirt, organic or other objectionable matter. This material Mall meet the following grading requirement: Percent by Weight Slew Designation Passing Square Mesh Slew FIne:2' 100 1 1/2' 90 - 100 N. 4 30 - 60 N. 100 0 - 12 No. 200 0 - e Coarse: 4' 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 2.02 COMPACTED FILL/GRANULAR BORROW A. This material shill be free of Mal% day, friable material, debrm, and mgwc matter, graded in accordance mith ANSI/ASTM C136 within the following limits: Percent by Weight Slew Designation Passing Square M-h Slew 6' 100 3/4' 75 - 100 No. 4 20 - 100 No. 11 0 - 20 No. 200 0 - 12 2.03 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stoblizatlon fabric m a prepared surface within the limits shown an the plans. The fabric shall meet, or exceed the following properties: /. Grab tenets strength (AST. D-4632) - 200 lbs. 2. Grab tensile elmgeticn (ASTM D-4632) - 15X 3. Puncture strength (ASTM D-4833) - 120 lbs. PART 3 - ElEUTION 3.01 PREPARATION A. Identify required Imes, levels, contours, and datum. B. Identify known belo• grade utilities. Stake and Rog locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected wok; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be Installed prior to beginning any earthwork operation.. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile In ,we designated on sit or as directed by the Engineer. B. Maintain the tockpile In a manner which •III not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plane. B. Excavate subsoil required to accommodate building foundations, stable an grade, site structures, construction operations, reed% and parking areas. C. Grade top perimeter of excowtim to prevent surface water from draining Into a Dvotlon. D. Notify Engineer of unexpected subsurface conditions and discontinue affected mark In arm until notified to resume mark. E. Correct arm. over -excavated by error a. directed by the Engineer at no cast to the Owner. 3.05 COMPACTION REQUIREMENTS A. All backfills and fills .hall be compacted In even lifts (12' maximum) to attain the required densities as follows: Standard Proctor Locotim ASTM D-698 Subgrade and Gravel for Roads and Parking Lots 95% General Embankment. 90% SECTION 012513 - BITUMINOUS CONCRETE PAVING PART 1 - SAL 1 01 SUMMARY A. Section Includes: 1. Base Course B. General: This work Mall consist of me a more courem of Dltuminous mixture, constructed an a prepared foundation in cadence with these Specifications and the type of .urfa.. being placed, and In conformity with the IIn... grades, thicknesses and typical crose sections shown an the plane or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirement and the methods needed for proper performance of the work of this Section. B. All mots is and Installation shall be In eccurdonce with The Asphalt Institute Manual (MS-4) and the most recent edition of the VAOT Standard Six-ficaticns. C Mixing Plant: Conform to State of Vermont Standard.. D. Obtain materials from same source throughout 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase Is wet or when the air temperature at the paving .it. In the Made and Dray from artlficlal heat Is as follows: Air Temperature Pavement Degree@ Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4' 50 Degrees or below Lees than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Moterlas shdl be combined and graded to meet the criteria as defined In the VAOT Standard Sp-Ifkatlons, Division 700 for Type II bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified In VAOT Standard Specification, Section 406.03. for the base course. C. Thicknme of paying for drives and parking lots shall be as Mown an the plans. consisting of base course. PART 3 - EXECUTION 101 INSTALLATION A. Install In-cmdonce with VAOT Standard Specificatlms, Section 406. 3.02 EXAMINATION A. Verify base conditions under the provisions of Section 02210 Site Earthwork. B. Verify that compacted granular base is dry and ready to support paving and imposed loads. C. Verify gradients and elevations of base are correct. 3,03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavement for a roadway or trench, the Cantroctor Moll vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt. RS-1, yet prior to paying. 3.04 PLACING ASPHALT PAVEMENT A. Place to compacted thickness Identified m the plane. B. Compoct pavement by rolling. Do not displace or extrude pavement from poslttm. Hand compact In or.. Inocc-stble to rolling equipment C. Develop rolling with consecutive pass- to achieve even and smooth finish, without roller marks. 3.05 JOINTS A. Joints between old and nee pavements or between successive day a cork shall De made ma a. to Insure p thorough and emt.uou. bond between the old and new mixtures. Whenever the spreading process Is Interrupted long enough for the mlxture to attain its initial stability, the paver Mall be removed from the mat and a joint constructed. B. Butt Joints Noll be formed by cutting the pavement In a vertical plane at right angles to the centerline where the pavement has a true surface as determined by the use of a straight -edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, yet prior to depositing the paving mixtures. C. Longitudinal joint w that have became cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat Is placed. If they haw been exposed to traffic, they shall be cut back to a clean vertical edge prim to painting rlth the emulsion. D. Unless otherwise directed, longitudinal )Dints shall be offset at least 6' from any joint In the lower coursm of pavement. Transverse pints shall not be constructed nearer than one foot from the transverse joint. constructed In lower courses. 3.06 TOLERANCES A. The surface rill be tested by the Engineer using a 16 foot -e .tralghtdge at selected location. parallel with the centerline. Any wriatims exceeding 3/16 of - Inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used m a vertical curve. The NraigM-edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 inch. 3.07 FIELD QUALITY CONTROL A. Permit no vehicular traffic m surfaces until thoroughly cool and hard. 3.08 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within two years of completion of the Contract, such pavement Mall be repaired at the Contractor's expense. If the Contractor foils to make such repairs promptly upon receipt of notice to do ea from the Owner, then the Omer may make such repairs o necessary and the Contractor shall pay the Owns fee all s canto Incurred In making much repai- SECRdN 02976 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Furnishing all labor, materials, and equipment to complete all seeding work as shorn on the drawings and .pacified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where no, contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor. operations. B. All role and materials of this Sectlm shall conform to the applicable requirements of the VAOT Standard Specifications. Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attmting that time. fertllzer and med meet the requirements .pacified. 2. The Contractor shall provide representative topsel samples for test., and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all a bin Tooting hall report an mechanical and chemical (pH soluble salts) analysis. Report Mall be submitted at least one month before any looming Is to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be time between May let and September 15th, unless otherwise authorized. Seeding shall not be dons during windy weather nrhm the ground is frozen, excessively wet, or otherwise tlllable. If seedng Is done during July or August additional mulch material may be required by the Engineer. PART 2 - PRODIICCM 2.01 UME A. Lime shall be standard, ground dolomite limestone. agricultural grade, containing a minimum of 95R of calclum and magnesium carbonates. 10OX shall pass the 10 mash dww e: minimum 90% shall pass the 20 mesh sle; minimum 40R shall pass the 100 mesh slew. 2.02 FERTILIZER A. FwtAlzw Noll be commercial grade granular fertilizer as required for wail conditions as specified in Section 643 of the VAOT Standard Specifications. The fertilizer Nail be delivered to the project In new, dean, wooled cmto.elw Mich bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the nufocturer. The fertilizer and labels Mall conform to all existing State and Federal regulations, and shall most the standards of the Asomlotlon of Offlclol Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass p,cles, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Pak weed shall normally be used on loam a This seed mixture shall conform to the following r tables Minimum Minimum Kino of Seed Purity Germination U1w/Acre Creeping Red Fescue 961E 851E 40 Perennial Ryegrass 98X 9011 50 Kentucky Bluegrass 97X 85% 25 Redtp 95X BOR 5 TOTAL s 120 2. Slope used Mall normally be used for all elope role, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lb./Ape Creeping Red Fescue 96% 85% 35 Perennial Ryegrass 98% 90% 30 Redtop 95X BOK 5 Smooth Bromegrase 99% 85K 10 TOTAL - 80 B. The seed ml.ture shall be delivered In Do.. clean, sealed cmtolnen. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provision. of the Assocletlm of Official Seed Analysts. Mlxm containing Sweet Clover, White Clover, or Bkdfot Trifob shall not be used. C. Seed that has become set, moldy, or otherwise damaged will be rojDct d. 2.G4 MULCH A. Mulch must be Installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1,000 square fast. 2. Wood fiber applied in a slurry (1/6' or longer) at a rate of 40 pounds per 1,000 square feet. 2.05 WATER A. All safer used shall be obtained from fresh water ources and shall be free from Injurious chemical and other toxic .hotancm harmful to plant life. No water which is brackish will be permitted at any time. The Contractor Moll Identify to the Engineer all sourass of rota at least two seeks prior to use. The Engineer, at his discretion, may take samples of the water at the source a from the tank at any time and haw a laboratory test the sompl- for chemical one fits content The Contractor shall not use any water from any source which isdisapproved by the Engineer following such test.. 2.06 HERBICIDES A. A pre -emergence herbicide, sidurm (tupenan), shall be applied to the finished topsoil If seeding Is to occur prior to June 1. This type of herbicide Is effective against germinating .sods - It kills the plants before they emerge to the soil surface. More Importantly, It dose not Interfere with the germinotia of cool season grass- such a. Kentucky Bluegrass and C-26 Hard Fescue. Contact Engineer prior to appllcatlm. B. Application: Contractor shot use extra core In handling. Sldurm, commonly known as 'tupersnn', shall be applied at the manufacturer's recommended rate. 2.07 FINAL FERTILIZER A. "Ummits' or 'Nitrofam' containing 38% nitrogen In a slow release form. PART 3 - DEDNTION 3.01 PREPARATION A. Examine finish surfaces and grodm. Do not start seeding .air until unmat sfactory conditions are corrected. Perform seeding wok only after planting and other work affecting ground surface has been completed. B. Prepare areas immediately prior to meding as follows 1. Loosen mall of seed arms to a minimum depth of 4. 2. Remove stores over 1' in any diameter and stick., -to. rubbish and extraneous matter. 3. Remove existing weeds and grasser by pulling or tilling under. 4. Wade areas to be seeded to a ove smooth. free draining en surface wIth a loom, moderately coo s texture. 5. Remove rldgee anal fill depressions asrequiredto drain. 6. Restore prpared areas If eroded or disturbed prior to seeding. If 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground 1. frozen. snow vered, muddy, or In any other unsatisfactory condition for planting. No meding operations Mall be conducted under adverse weather conditions or when mail molstuTo emdltlon. MPunfavorable (too wet or too dry) or when winds exceed 5 H. B. Construction methods Mall be those established ae agronomically acceptable and feasible. The Contractor Mall keep all equipment and vehicular and pedestrian traffic off ores. that have been seeded to prevent excessive compaction and damage to young plants. Wham such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such probe with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fail to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such a shall be smdes and parts of areas d repeatedly until all arms are covered with a satisfactory growth of grass. E. Where ryegrass has been planted for lempmory, erosion control and has not been eliminated prior to the -plot[- of the work, such areas Mall be disced at least 3 Inches deep and seeded to permanent grasses to prevent the ryegross from reseeding and becoming competitive with and retarding development of the permanent rover. 3.03 SEEDING A. Lime and fertilizer should be applied prior to or of the time of seeding and Incorporated Into the soil. Kinds and aunt of lime and fertilizer Mould be based m an ewluatlm of Boll tests. When a soil test Is not available, the following minimum amount should be applied: Agricultural limestone, 2 tons per acre or 100 lbs. per 1,000 square feet. Nitrogen (N), 50 lbs. per acre or 1.1 Its. per 1.000 square feel. Phosphate (P205), 100 Re. per are or 2.2 Ibs. per 1.000 square fast. Potash (K20), 100 lbs. per pore or 2.2 the. per 1,000 square feet. (Note: This Is the equivalent of 500 lbs. per sae of 10- 2D-20 fertlllml, or 1.000 lbs. per acre 5-10-10). B. Seed Mould be spread uniformly by the method most appropriate for the site. Methods Include broodcosting and hydromeding as follows 1. Broadcasting: Sow seed using mechanical spreader at o rate of 4 Ibis. square feet. Distribute seed veniy over entire area by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly Into top 1/8' of topsoil. roll lightly and water with o fine pray. 2. Hydrosoeding: Mix purified seed, fertilize and pulverize mulch In water, using equipment specifically designed for hydrasmd application. Continue mixing until uniformly blended Into homogenous slurry suitable fa hydraullc application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate. 3. Hydraulic application of owed will not be allowed within 200 feet of the detention pond. 3.D4 MULCHING A. Mulch materials Mall be spread uniformly by hand or machine at a rote of two 50 lb. bolas per 1,DDO square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.05 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, In pa ticulor after rainstorm.. to check for rill erosion. Where erosion Is observed, additional mulch shall be applied. Net should be Inspected after rainstorm. fa dislocation or failure. If washout @ a breakage occur, reinstall net as necessary after repairing damage to the slope. Inpectlms should take place until grasses are fkmly established. Grosses Mall not be considered established until a ground cover Is achieved which Is mature enough to control soil erosion and to suryiw severe weather omdltlms. Where mulch I. used In cmjunctim with ornamental planting.. Inspect periodically throughout the year to determine If mulch 1. maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, ro.eeding, mowing, weeding, rolling, Insect m disease control measures, re-fertllzing and repair of washouts which are necessary. C. The Contractor @hall maintain all meded areas until full vegetation Is Established. D. All weeded areas Noll be kept free from weeds and debris. ouch as mtml cables, boxing wire, and all slam 4:1 or om (flatter) and level turf Moll be mowed in the following manner. 1. When grow reaches a height of 4-6', mow to a height of 3'. 2. Al least two cuttings shall be made prior to final acceptance. E. Following mowing, all permanent seeding grass areas (mowed and unmo.ed) ..It receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pound. per 100 square feel. 3.06 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Owner, upon Contractor'. written request. 1. Provide notification at least ten (10) working day. before requested Inspection dale. B. Seeded arm. '.111 be acceptable provided all Inelollalion and maintenance requirements haw been compiled with and a healthy uniform lawn Is estobli.hed. C. Upon acceptance, the Owner will assume maintenance. 3.07 WARRANTY A. All seeded areas will be wamanted fa a period of feet - months from date of Owner's acceptance. Should any seeded areas fall to maintain full vegetation, tolled orms •ill be refurbished until this specification Is achieved at the cost of the Contractor. SITE ENGINEER: _0� CIVIL ENGINEERING ASSOCIATES. INC. 10M4N,S✓EL.OVFWI.A/E, SOUDIBLRLMTON, IT 054M e02ae4zffi7 FAX sa2de41Y11 webwww.ossvccan eT p m DRAIrN CJG/JSO c.- SAV APPRom JSO OWNER SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT: SOUTH BURLINGTON CENTRAL SCHOOL SITE IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 I LOCATION MAP I SPECIFICATIONS DATE HAaINf. NIIYDP.R SEPT.,2010 scA1 z AS SHOWN C2. O Pita. No. 10126.01 Site Plan Application Permit Number SP-- APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): >> 3 2. LOCATION OF LAST RECORDED DEED (Book and page 3. APPLICANT (Name, mailing address, phone and fax #): 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): ,e SS �� c, , a. Contact e-mail address: 5. PROJECT STREET ADDRESS: 1 O Mrs-�VA_�, S\- S�.it� �t��:��srJ Vt o LI U3 6. TAX PARCEL ID # (can be obtained at Assessor's Office): s � �-� - 000 1 kp 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Qf Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include descri tion and size of each new use and existing uses to remain): ?1r." �.�c7� c. Lc e ss".\c!, l: l„ d. Total building square footage on property (proposed buildings and existing buildings to remain): t 5 S , 5 2-Co e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 12 , \ (" \ f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): / F-.1 5k')0.-t" h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: fi �1$�S; 2\3 Sq. Ft. a. Building: Existing % Proposed % / sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / Proposed % sq. ft. 2 sq. ft. Site Plan Application d. Total area to be disturbed during construction (sq. ft.) /DO * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): 7 3 t 3 a a c. P.M. Peak hour for entire property (In and out): r--, 11. PEAK HOURS OF OPERATION: 3y r 23 y r-, 12. PEAK DAYS OF OPERATION: r�. — V D--\ `Q 13. ESTIMATED PROJECT COMPLETION DATE: 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. n . _ `1 SIGNATURE SIGNATURL,OF APPLICANT NER Do not write below this line . �t,� PRINT DATE OF SUBMISSION: i REVIEW AUTHORITY: ❑ Development Review Board XAdministrative Officer I have reviewed this site plan application and find it to be: ❑,Y Complet Inc plete irector of PlArifng & Zoning or Designee bate 5 I I I I \ CIVIL ENGINEERMG ASSOCIATES, INC- JLM SAV 1 v w I SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON VERMONT I I I j I P.o,ER. LEGEND SOUTH BURLINGTON CENTRAL SCHOOL I TWR PARKING Nrrc ,ua I IMPROVEMENTS I � __ vwnvo I � - -- --- — IiAVOM9I�IE PRUPENtt IINE ! 1 n On vM I 1 1 10 MARKET STREET cwc. uW. SOUTH BURLINGTON - -� VERMON7 I,; i j - Il I OEOWWS TKE — — - .mrs l�� 1 Q [wan CONiERWS RtEE _ c ra,s oRunAcx swuE 1 LOCATION MAP ------------------- --� ---T ------ - ------------------ NOTES ro=o oro.wnr,rcr.r.rro, \ \ - 3 PROPOSED SITE PLAN s. .u,mx e,..a wnm. RreonawmR. I AxEaeewrs+: s¢Emnarx T --`--i \ \ GRAPHIC SCA,F. roroa etven er a rl wn r.�v new . 90O \\� \ AP nvc n+mr n. rr„, a a w. a „� R a.m.. ro• aa»m � — -- � - � ,'�� APRIL 6, 2004 so.wv,.m ar.,uea.,.aa am.a„v r>a^tR urt ,w 041Z December 23, 2010 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Yh5ond J. Belair ministrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Site Plan Application Permit Number SP- - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): 2. LOCATION OF LAST RECORDED DEED (Book and page #): ' `{ 3. APPLICANT (Name, mailing address, phone and fax #): Y1A r C, L--Y-Ve 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): ,�e , _� r1\ t (o. a. Contact e-mail address: -&- ",c� 5. PROJECT STREET ADDRESS: 3 6. TAX PARCEL ID # (can be obtained at Assessor's Office): Mom - U4.5- C6-oOUk) -lU 7. PROJECT DESCRIPTION a. General project description (explain whet you want approval for): 1 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): I(J, ( f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 4-G / Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. 2 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION 13. ESTIMATED PROJECT COMPLETION DATE: 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Site Plan Application I hereby certify that all the information requested r part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE F PPLICAI�T SIGNATURE PRC PER OWNER PRINT NAM Do not write below this line DATE OF SUBMISSION: G v REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: L, � Com let ❑ Incomplete p 1�0610 Director of Planning & Zoning or Designee 5 December 22, 2010 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincer y nd . Belalr Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 - www.sburl.com Site Plan Application Permit Number Sp- lb - 8 7 APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): jc" 2. LOCATION OF LAST RECORDED DEED (Book and page 3. APPLICANT (Name, mailing address, phone and fax #): fix" VYle nr XI pe, 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #):D�� a. Contact e-mail address: `..c 5. PROJECT STREET ADDRESS: I O MrK, �- ��Ar 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1_ 0 -L'SC)-0QD10- N 7. PROJECT DESCRIPTION - a. General project description (explain what you want approval for: 1 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain):, IoC� e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & corppany ve icles (existing anti pr p sed, note office versus non - office employees): `ZtJ z(,v Qty t6 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: �I. L/(V Sq. Ft. a. Building: Existing % Proposed % / sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / Proposed % sq. ft. MI sq. ft. Site Plan Application d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): 30Q00 3(� rtr✓� c. P.M. Peak hour for entire property (In and out): a ► 2¢, lrl " 3 30 11. PEAK HOURS OF OPERATION: �m 12. PEAK DAYS OF OPERATION: IYI.f�,n.��c;,j _ \F- 1rl-.rIct � 13. ESTIMATED PROJECT COMPLETION DATE: ��(' embr 15..�)C l ( \ 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 4 r Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. -- -- SIGNATURE O APPLICANT I NER Do not write below this line W-w El -I .,Mid DATE OF SUBMISSION: �� `� ✓ REVIEW AUTHORITY: L] Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Completg"/-) 4 x--�] Incomplete /d29/h Director of Planning & Zoning or Designee 19 Site Plan Application EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible) o Survey data (distance and acreage) o Contours (existing and finished) o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping o Existing and proposed curb cuts, pavement, walkways o Zoning boundaries o Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) o Location of septic tanks (if applicable) o Location of any easements o Lot coverage information: Building footprint, total lot, and front yard o North arrow o Name of person or firm preparing site plan and date o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE U Site Plan $ 186* ❑ Amended Site Plan $ 186* EJ Administrative Site Plan $ 86* * Includes $11.00 recording fee [^' Y to O Q to O C3 cM O 0 0 CV C`7 CV LEGEND — - s se EXISTING CONTOUR 336 PROPOSED CONTOUR — — APPROXIMATE PROPERTY LINE — — — — — — — — — APPROXIMATE EASEMENT LINE O IRON PIN FOUND ® CONCRETE MONUMENT FOUND SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — _OE OVERHEAD ELECTRIC UE UNDERGROUND ELECTRIC — —ST STORM DRAINAGE LINE IS SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT—OFF POWER POLE CATCH BASIN o-o LIGHT POLE SIGN ' DECIDUOUS TREE CONIFEROUS TREE rvvvvwrm EDGE OF BRUSH/WOODS ----- - FENCE �- DRAINAGE SWALE GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 4. All grassed areas shall be maintained until full vegetation is established. 5. Maintain all trees outside of construction limits. 6. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 7. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any Item until shop drawing approval is granted. 8. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 9. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 10. If there are any conflicts or inconsistencies with the plane or specifications, the Contractor shall contact the Engineer for verification before work continues on the Item in question. 11. Property line information Is approximate and based on existing tax map Information. This plan Is not a boundary survey and is not intended to be used as one. 12. The project benchmark, of 313.7', is a catch basin rim elevation located directly southeast of the school building. Vertical datum based on a scaled elevation from a UGSG Quad Topo map. Horizontal datum based on a magnetic reading taken at the time of survey. 13. Owner bears the responsibility of procurring any required easments and all local and State permits. 14. The purpose of this plan is to depict the prop/ " x 7' x 8' shed location. TO 9U0?LMIXN aosnwD � , sm PROPOSED / TxTxB / SHED �\ s�o WILLISTON ROAD * G �i ro MWSMv i 1I1 a04T A PIAY '� sous i a O� a onnwE D awaow 17a a 'Da \ \ 0 0 —o GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. SITE ENGINEER: r\ DIAL INGINIIRING ASSOM71ltS. INC. 10MAMORnUEWaAtE', SNAWSIAVAGTON,, VT OW �s FAX svaaer 71 ••o: wwrwvcDvn coemDRr © .. - ... scare — DRA•N CJG/JSO caEcsm SAV "PROM JSO OWNER SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT: SOUTH BURLINGTON CENTRAL SCHOOL SITE IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 OVERALL PROPOSED CONDITIONS SITE PLAN DATE ORAIDIG NDRRER SEPT., 2010 1.1 w 1 1 . 0 PROI. NO. 10126 PLANNING & ZONING October 12, 2010 Jessica Quinn 550 Dorset Street South Burlington, VT 05403 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision of the enclosed project approved by the City of South Burlington, Administrative Officer on October 12, 2010 (effective 10/12/10). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void If you have any questions, please contact me. Sincerely, Raymond Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application Permit Number SP-� 9— APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): i 2. LOCATION OF LAST RECORDED DEED (Book and page #): u� i- (2) 3. APPLICANT (Name, mailing address, phone and fax #):.�� 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ^' 1 J i, i CIk a. Contact e-mail address: 5. PROJECT STREET ADDRESS: 6. TAX PARCEL ID # (can be obtained at Assessor's Office): �Q7 _ Uri d 'y001 b— N 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): V Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): a l l I .s&ejj1 S h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): t 8. LOT COVERAGE Total Parcel Size: Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. E Site Plan Application d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out):i 11. PEAK HOURS OF OPERATION: U 12. PEAK DAYS OF OPERATION: rac} U 1 r i C1 ail 13. ESTIMATED PROJECT COMPLETION DATE: 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 4 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. h SIGNATURE OF WPPL ATURE OF`PROPERTY ANT Do not write below this line PRINT AME DATE OF SUBMISSION: o1 �/p REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewe his site plan application and find it to be: Complete ❑ Incompl to t /1 Dir4for Kf Planning & Zoning or Designee Da 5 LEGEND - EXISTING CONTOUR 336 PROPOSED CONTOUR APPROXIMATE PROPERTY LINE — APPROXIMATE EASEMENT LINE O IRON PIN FOUND ® CONCRETE MONUMENT FOUND - SS GRAVITY SEWER LINE — —FM FORCE MAIN -- — W WATER LINE -- OE OVERHEAD ELECTRIC UE UNDERGROUND ELECTRIC — —ST STORM DRAINAGE LINE (S) SEWER MANHOLE (a) STORM MANHOLE HYDRANT ® SHUT-OFF +¢. POWER POLE CATCH BASIN r>b LIGHT POLE 4 SIGN DECIDUOUS TREE r CONIFEROUS TREE r y,yvv wm EDGE OF BRUSH/WOODS —+—+— FENCE — DRAINAGE SWALE GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prim to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or Indirect result of the construction. 4. All grassed areas shall be maintained until full vegetation is established. 5. Maintain all trees outside of construction limits. 6. The Contractor shall be responsible for oil work necessary for complete and operable facilities and utilities. 7. The Contractor shall submit shop drawings for oil items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 8. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 9. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 10. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor sholl con toct the Engineer for verification before work continues on the item in question. 11. Property line Information is opproximate and based on existing tax mop Information. This plan is not a boundary survey and is not intended to be used as one. 12. The project benchmark, of 313.7', is a catch basin rim elevation located directly southeast of the school building. Vertical datum based on a scaled elevation from a UGSG Quod Topo mop. Horizontal datum based on a magnetic reading taken at the time of survey. 13. The purpose of these plans are to depict the proposed shed and fencing locations. 14. Owner bears the responsibility of procurring any required easments and all local and State permits. PROPOSED SHED l 70 BUAYxIaTcw WILLISTON ROAD 10 NNLISIDN c, A \ o; 4 \ \ NEW a' HIGH GALVANIZED \ \ STEEL CHAINLINK FENCE. EXACT LOCATION TO BE FIELD DETERMINED BY OWNER. GRAPHIC SCALE o ( IN FEET ) I Inch — 50 ft. SITE ENGINEER: r A CIVIL ENGINEERING ASSOCIATES, INC. 10MANSFIELDAEWlANE, SOUTHBURLINGTON, VI 05/43 =46a=3 M E(#-0el-Y x www.cwN.cpn COPYRIGW C z DRAWN CJG/JSO csscxm SAV "I'"v" JSO OWNER: SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT: SOUTH BURLINGTON CENTRAL SCHOOL SITE IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 LOCATION MAP OVERALL PROPOSED CONDITIONS SITE PLAN SEPT., 2010 1" C 1.0=50' PRDI. No. 10126 Site Plan Application -� Permit Number SP- o - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF SEC RDName as sho n on dee , mailing address, phone and fax #): ` . c l (c), a P:4.4 0,:� � (r,1 q---7A 2. LOCATION OF LAST RECORDED DEED (Book and page #): Q l `% 9 3. APPLICANT (Name, mailing address, phone and fax #): ' .. «b�vF 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include address, phone & fax #): ;ti1, \S \ 1-, T US,,'. a. Contact e-mail address: 5. PROJECT STREET ADDRESS: 1 f,N naf- )�\e�k 6. TAX PARCEL ID # (can be obtained at Assessor's Office): t) ow) (1) 7. PROJECT DESCRIPTION _a. General project description (explain what you want approval for): \� w��,,��ii , -t c' d .1 , ' - he CA ck i i 1 Site Plan Application b. Existing Yses on Prope ty (including descCiption.and size of each separate use): c. Proposed Uses on property (include description and size of each new use ar uses to rem m): �,�� E' CLI 11 pp existing d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): I `, 1 , �� .I ` (e" t 1 f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vphicle,s (existing pnd posed, n to offi e vgrsus non - office employees): Cu Ct 04 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing j % / sq. ft. 1 Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. 2 ( Site Plan Application d. Total area to be disturbed during construction (sq. ft.) (x * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 1p, 060 q ,- co1/1 Y T,C 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): M - Q ;CL a 1 --N c. P.M. Peak hour for entire property (In and out): J.:06 Q0 ' 9 ;Qp fY1 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: ,)IOC18a i - —I- r,&M 13. ESTIMATED PROJECT COMPLETION DATE: " So 1 V 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. IGNATURE OF APPLICANT SIGWATURE OF PROPERTY -OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: //0 REVIEW AUTHORITY: Development Review Board I__ Administrative Officer I have reviewed this site plan application and find it to be: Complete, ❑ Incomplete of Planning & Zoning or Designee I D 5 LEGEND EXISTING CONTOUR 336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE - - - - - - - - - APPROXIMATE EASEMENT LINE O IRON PIN FOUND ® CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE - —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — —ST STORM DRAINAGE LINE ® SEWER MANHOLE (P7 STORM MANHOLE HYDRANT ® SHUT-OFF M. POWER POLE 1M CATCH BASIN oo LIGHT POLE T SIGN DECIDUOUS TREE CONIFEROUS TREE I'YwvvvYvvl EDGE OF BRUSH/WOODS —•—•— FENCE "—' DRAINAGE SWALE GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed promises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All misting utilities not Incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plane shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/rwtors all disturbed areas (an or off the site) as a direct or Indirect result of the construction. 3. All grassed areas shall be maintained until full vegetation Is established. B. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. B. The Contractor shall submit shop drawings far all Items and materials Incorporated into the site work. Work shall not begin on any item until shop drawing approval Is granted. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work In accordance with all permit conditions and any local Public Works Standards. 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 11. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 12. The Contractor shall coordinate all work within City Road R.O.W. with City authorities. 13. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 14. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cuts shall be made with a pavement saw. 15. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues an the item in question. 16. Property line Information is approximate and booed on existing tax map information. This plan Is not a boundary survey and Is not Intended to be used as one. 17. The project benchmark, of 313.7', is a catch basin rim elevation located directly southeast of the school building. Vertical datum based on a scaled elevation from a UGSG Ouad Topo map. Horizontal datum based on a magnetic reading taken at the time of survey. 1& The purpose of thew plans am to depict the proposed sidewalk Improvements. 19. Owner bears the responsibility of procuring any required easments and all local and State permit requirements. To B° GTOV WILLISTON ROAD ro .'aw CONSTRUCTNEW CONCRETE SIDEWALK �'\ TO CONNECT SCHOOL AND MARKETSTREET I \ I I 04% I sA� I I I I \ I � I I I L---------------------------- -------_J SEE SHEET C1, I FOP PROPOSED SIDEWALK IMPROVEMENTS GRAPHIC SCALE m a eo we ( IN FEET ) I loch - oa It. SITE ENGINEER: A;i CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIEID VIEW LANE, SOUM9UPONOTON, Vf O5J03 BOtR6F2iRJ ses em.ese.nn w.o� w,.w.�wx� muter Ro10 - ucere RseaR.m CJG/JSO SAV APPBOVFD JSO OWNER SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT SOUTH BURLINGTON CENTRAL SCHOOL SIDEWALK IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 LOCATION MAP - - -- t" - I500' HUMNI OVERALL PROPOSED CONDITIONS SITE PLAN oaemn:: vuvueu JUNE,2010 =50' " 1C1.0 10126 �'j NEW 7' 7 STORAGE SHED, APPROXIMATELY O)UMATELY 69' TALL. A . ... . . ............ xv 0 0 RM RELOCATE EXISTING OULDERSAS EWRED LOCATION 0 BE DETERMINED YOWNER. F. o/ 0 AIL I j TOPSOIL, SEEDAND MULCH ALL DISTURBED AREAS MAINTAIN NEW T WIDE S 4WL prqM4NENTVEGETAT(ON CONCRETE SIDEWALK I LISHED (".). 4f.V.. MAXIMUM 5% SLOPE CROSSING SIGN NEW 51 WIDE CONCRETE SIDEWALK TO BE LOCATED WOFF OUS77NO EDGE OF PAVEMENT MAXIMUM 5% SLOPE. INSTALL SILT FENCE PRIOR TO CONSTROC77ON MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED (TYP). NEW STAMPED ASPHALT SPEED TABLE AND PEDESTRIAN CROSSING SEE CROSS SECTION A -A SPEED TABLE DETAIL NEW PEDESTRIAN CROSSING SIGN 0 NOTE ENSURE POSITIVE DRAINAGE AWAYFRGMTHEPROP SED SIDEWALKAND SPEED TABLE ..... ..... - - ---- SITE ENGINEER: Ilk CIVIL ENGINEERING ASSOCIXRES. INC. 10VANSFIELDVIEWLANE, SOUTH BURLINGTON, VT 05403 83 CJG/JSO SAV R iso OWNER: SOUTH BURLINGTON SCHOOL DISTRICT W )PEDESTRIAN CROSSING SIGN.MC 550 DORSET STREET STYLEANDLOCA BE DETERMINED in3YOCN17TYD SOUTH BURLINGTON, VERMONT 05403 PROJECT: TOPSOIL, SEED AND MULCHALL DISTURBEDAR&S. MAINTAIN UNTIL PERMANENT VEGETATION IS ES7ABLdSHED (TYP.). SOUTH BURLINGTON NEWBLOCKSTYLE PEDESTRIAN CENTRAL SCHOOL CROSSING MARKINGS INSTALL TRANSITION SIDEWALK CVRB CUTS PRIOR TO PEDESTFIZAN CROSSING IMPROVEMENTS On EITHER SIDE NEW YWDE CONCRETE SIDEWALK. MAXIMUM 5% SLOPE. 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 TIE INTO SIDEWALK NEW PEDESTRAN CROSSING SIGN. WCr STYLEAND LOCATION TO BE DETERMINED By CRY. GRAPHIC SCALE IN FEET I inch - 20 ft, LOCATION MAP 9CVIBION PROPOSED CONDITIONS SITE PLAN JUNE, 2010 1" 20' cl .1 10126 k c ALL JOINTS SHALL BE SMU SMOOTH ALL JOINTS SHALL BE 11 THORCOATED PAVEMENT PRIOR TO PAVING PAVEMENT PRIOR TO PAVING THOROUGHLY CLEANED AND WIOUGHLY TH EX. BIT. PAVEMENT AND COATED WITH EMULSIFIED ASPHALT CONCRETE CURB EMULSIFIED ASPHALT (BOTH SIDES) PRIOR TO PAVING PRIOR TO PAVING • `LATCH X. PAVEMENTTF CONCRETE SIDEWALK •_O• MATCH EX. PAVEMENT NOTES: MAN III MIN. I. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE- 2' TYPE 11) 8' WAY TRAFFIC AT ALL TIMES. NEW BIT. CONC. PAVEMENT 2. ALL BACKFILL SHALL BE MADE IN SIX 6' LIFTS E%. PAVEMENT 5' - AND COMPACTED SI NOT COR THAN 5 MAXIMUM DRY DENSITY ACCOR NG TO ASTM-- 7 EXIST. SUBBASE MATCH EX. SUBBASE - GU O �� D69B. BOTH 9DE5 (1 B' MIN. CRUSHED O O 3. REPLACE EXISTING ROAD STRIPING AS NECESSARY. GRAVEL) ` 000 O 6 llL��I jU ��fl`lll IT EXIST. SUBBASE „MATCH EXIST. SUBBASE ,r 11 `��. (18" MIN. CRUSH. GRAV.) 1..:" D + 2' TRENCH , , SEE TYPICAL EXCAVATION MIN. TRENCH DETAIL 1. CURBING SHALL BE CONSTRUCTED IN APPROXIMATELY 10' SECTIONS WITH 1 MORTARED JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20• AND SHALL BE CONSTRUCTED OF MATERIAL TEMPORARY SEEDING k CONFORMING TO AASHTO DESIGNATION M-153 (1/2` REPLACEMENT OF EXIST. PAVEMENT MULCH OR NETTING SPONGE RUBBER OR CORK). NTS SILT FENCE OR 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK INSTALLED ON WITH AND GRANITE CURB TOP 1' FLEXIBLE JOINT SEALANT. DOWNGRADIENT SIDE 4. ALL BACKFILL SHALL BE MADE IN 6' UFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY DENSITY ACCORDING TO ASTM 06914 S. REPLACE EXISTING ROAD STRIPING AS NECESSARY. CURB W/SIDEWALK DETAIL IN EX. PAVEMENT TEMPORARY STOCKPILE DETAIL N.T.S.N. T. S. POSTS 1. SET POSTS AND 2. STAPLE THE WIRE EXCAVATE A 4'X8' MESH FENCING TO ANGLE 10• TRENCH, SET POST WIRE POSTS. UPSLOPE FOR DOWNSLOPE. FENCING STABILITY AND SELF CLEANING 100. NEW STAMPED PAVEMENT _ SPEED TABLE -Ii a, ;..1," 12" MIN. B I 7• 1b• �• 3. ATTACH FILTER FABRIC 4. STAPLE THE WIRE 2' 3` 2' TO THE WIRE FENCING MESH FENCING TO FILTER AND EXTEND IT TO END POSTS. FABRIC THE TRENCH. � '� �- COMPACTE -I�)L) 't� t... �.- SUBC)� BACKFILL BASE MATERIAL J ){ fS SAWCUT JOINTS TO BE MADE WITH PAVEMENT SAW (TYP.) SILT FENCE CONSTRUCTION DETAIL SPEED TABLE SECTION A -A N..S. N.T.S. SIDEWALK RAMP WITH HEAVY BROOM FINISH ' MIN. FILTER FABRIC TO BE POST MIRAFI 100X OR APPROVED EQUAL F9if b MIN •ACM9 y E999 xa' TRANSi TION CURB > M[TAL POT W LE PLAN 14" MIN. FILTER FABRIC TO BE CUPPED. BACIOILIL AND BE 6' BELOW GRADE sIEEL OR WOOD STAKES SEE CHART AT RIGHT INfTALL N. RIMAuvra. a APMIam EMIAL a AS OETNMD nOEw. T of ALL uwllolscw s Al As PAAAUL. 2 M TW�I1rWRir, S�PMT foLc Ms RCL 0M ALL -D OR uKNgrCCIFD - MEATm DBRV1e WN51RU..ft HOT NECESRWLY R6IFCRD ON TIE nNAL Win ACgKUlA1FD M Kr K Im T orw0i rdcL aT rwm Iwc'To T s uAwTAwm oNs a�hA mm�� ' i ovnAvvin n s•. rerun wo nAnm. c.w ow4x, inn sw,�u SILT FENCE DETAIL N.T.S SIDEWALK RAMP 1/2' REVEAL TEXTURED ROADWAY SURFACE ADJACENT TO RAMP SECTION A —A TYPICAL HANDICAP RAMP N.T.S. C SPEED TABLE NOTES 1. MAINTAIN EXISTING ROADWAY CROSS SLOPE. ENSURE NO DRAINAGE COLLECTION AREAS ARE CREATED. REPORT ANY DISCREPANCIES TO THE ENGINEER. 2. REPLACE SUBBASE AS REQUIRED. 3. STAMPED PAVEMENT TO BE RUNNING BOND PATTERN OR APPROVED EQUAL COLOR TO BE APPROVED BY OWNER. 4. TIE CONCRETE SIDEWALK INTO EITHER END OF THE SPEED TABLE. 7•L PAVEMENT AS SHOWNN PAN 2'-0" io WHITE THERMOPLASTIC CROSSWALK DETAIL N.T.S. EXISTING CURB END TRANSITION FOR TYPE OF CURB) SLOPE BEGIN TRANSITION FACE OF SLOPE CURB B'-O T FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIA7ES, INC. 10 MANSFIELD VIEW LANE, SOUIN SURLYLGTON, Vf 05M 604 2= FAK' 90426C 11 - wxv..-- caPTNmr noTD - OLWN CJG/JS0 SAV APPRDM JSO OWNER SOUTH BURLINGTON SCHOOL DISTRICT j 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PROJECT: SOUTH BURLINGTON CENTRAL SCHOOL 1'SIDEWALK IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 � T \ N 5' UNLESS OTHERWISE SHOWN ON PLANS 2 1/2` TYPE 11 BITUMINOUS I� ' SAWCUT AND REMOVE 2' OF CONCRETE SIDEWALK - wEDT {'12 y3 PAVEMENT AT EACH END OF 2% CROSS SLOPE MAX. TI z SPEED TABLE (TYP.) I I 118 v ."rl 2 10" GRAVEL SUBBAS 6. L UNDISTURBED SOIL OR APPROVED 6 COMPACTED GRANULAR FILL LOCATION MAP DUMMY JOINTS 5' O.C. TOOLED EDGE DU DEPTH TYPICAL SIDEWALK DETAIL N.T.S. BITUMINOUS CONCRETE SIDEWALK DETAIL N.T.S. 8' UNLESS OTHERWISE SHOWN ON PLANS 5" CONCRETE SIDEWALK 0< () /t�/ 8• 8` GRAVEL SUBBASE B- / 7UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL i NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 21Y AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL CONCRETE SIDEWALK DETAIL N.T.S. RRVIBION PROPOSED SITE DETAILS OAt'6 DRAIRNG N IR JUNE, 2010 AS V[�\_ 2.0 AS SHOWN PRIIJ. No. 10126 Via .ir southburlington PLANNING & ZONING June 1, 2010 Mike O'Malley 550 Dorset Street South Burlington, VT 05403 Re: Central School Dear Mr. O'Malley: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on June 2, 2010 (effective 6/2/10). Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, Jana Beagley Planning and Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application Permit Number SP- Ili - 39. APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): 2. LOCATION OF LAST RECORDED DEED (Book and page 3. APPLICANT (Name, mailing address, phone and fax #): 'Sr-Av-4 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): V-,�",y E�cA Ss -a �� alto--a534 -rll\ a. Contact e-mail address: M c mcAcy @ 51v56hot•IS , \e-t ear IV71 SCVnoa i 5. PROJECT STREET ADDRESS: i r, VAa,Y-eA St., So,��►, ✓1inG}a� , VT t ¢o3 6. TAX PARCEL ID # (can be obtained at Assessor's Office): Kj,v 21 - 0450-0CMo N 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): IZecuosfiucA t7-,�k.efb�li -1,end e)G4,11 tva-M 1AAevu.-lk o,; well ktnce. Site Plan Application b. Existing Uses on Property (including description and size of each separate use)- c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain)- 't7 7 S6 u e. Height of building & number of floors (proposed buildings and existing buildings to ,remain, specify if basement and mezzanine): :L f. Number of residential units (if applicable, new units and existing units to remain): ..1� g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees)- -7o \-�y c"tL.> sk't F . I-i 1 M t , h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: + } 4oc Sq. Ft. a. Building: Existing % Proposed % / sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / Proposed % sq. ft. 2 sq. ft. Site Plan Application d. Total area to be disturbed during construction (sq. ft.) ,+ 7_5, occ * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out)- b. A.M. Peak hour for entire property (in and out): -7`•70 �•w. - �{ .30 maw. c. P.M. Peak hour for entire property (In and out): ��> f,""` -' '�'� VIA 11. PEAK HOURS OF OPERATION: ? 1�&' 335a 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: S•T ly i n � 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 4 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERWOWNER Do not write below this line DATE OF SUBMISSION: / fin wev,ff- PRINT NAME REVIEW AUTHORITY: U Development Review Board D' Administrative Officer I have reviewed this site plan application and find it to be: Completes Incomplete r of PfanAing & Zoning or Designee 5 DISTINI SWING SE III---------- c� TlE INTO EXISTING PAVED SIDEWALK I E1 PAYED SIOEWA(K 31e.o i' GRAPHIC SCALE ( IN FEET > 1 Inch - 10 TL z% MAX cRoss SLOPE EXISTING PLAYGROUND S' UNLESS OTHERWISE SHOWN ON PLANS 2 1/2• TYPE II BITUMINOUS CONCRETE SIDEWALK 2% CROSS SLOPE MAX 1/ ,oQOD oopoo 00000 0 000 0000000000o0 000 u D D o B• TO- GRAVEL SUBBA 5. UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL BITUMINOUS CONCRETE SIDEWALK DETAIL N.T. ��\�� TBM —SEWER MH ----------- / - 316 1 DasnNO CURBING WOODED AREA 1318.1 318.1 310.}x ' + + + + - 1 + + + + + + + + + + � . } + + + + + + + + + + + + + + + + / + + REMOVE F+XISTI+ + + + + + + + } + + ( � RETAIN EXISTING +- + + + + + + + + } + + + + + + + + I I BASKETBALL + + + + + } + + + + + + + + + + + + . J Mr� ) I I HOOPS (4 TYP,). + + + + + + + + + + + + + + + + + +/ / I ADIUST HEIGHT + . + + + + + } + + + + + + + + + + / + / GRASSED I (� AS REQUIRED. / /AREA + + + + + + + + + + + + + + + + + /+ + + + + + + + + + + + + + + + + + + /+ + + + +RE IM OV GETgTE+ -+' i + + + ObRTS�REMOVEV + + + + + + + + + + I + + + AyEMENT�ND SUB&t'HANb + + + +1 6+ REPLACE WITH GRANULAR FILL 0 + + + +� + RE PROVIDED BY OWNER), C MIN. + + �F + + + + + + + ( / ) 1 / + + + + +/ + + + TOPSOIL, SEED AND MULCH. + + + + + + +- + AWNTAIN UNTILQERMANENT + + + + + I / / + + + + + .} VEGETATION I$ESTABLISHED. } } +/ + + + + + + + # + + + + + + + + + \ / 0 EXISTING TIRE + + �+/ + + + + + + } + + + + + + + + + + + + + + + + + + + o TOPSOIL, SEED AND MULCH ALL GYM TO REMAIN DISTURBED AREAS. MAINTAIN \ + + + + + + + + } + + + } + UNTIL PERMANENT VEGETATION + + + + + + + + + + + + + IS ESTABLISHED (TYP.). + + + } + + + + + + + + } 3172 110 x317.2 317.2x + + + + + + + LD+ + + + 315.Bx r I ++++++ I 1 + + + + + + + +++ + +++}++++++++ + + ++++ 317 + + + + + + + + + + + + + + + + + + + + + + + +- + + + + + + + + t + + +- +- + + + + + + + + + + + + + E105TING + + +- + + + + + + + + + + + + + + + PAS + + + + + + + + + + + + + + + + + BASKETBALL + + + + + + + + + + + + + + RAISE AND RECONSTRUCT + + + + COURTS + + + + + + + + + + + + + PORTION OF EXISTING + + + + + + + + + + + + + + + + + + BASKETBALL COURT(110x + + + 1 + + + + + + + + + + + + + + + x 319.7 70). SEE TYPICAL SECTION NEW 5' WIDE PAVED ON THIS SHEET, + + + + + + + + + + + + + } + .. + + + SIDEWALK. MAXIMUM + + + + + + + + + + + + + + + } + + + 5% SLOPE. GRADE TO I- + + } + + + + + + + + + + + + + + + + O _ DRAIN WITH MAXIMUM + + + + + + + + + + + + + + + + + + + 2%CROSS SLOPE + i + + + + + + + + + + + +ry + + + + + (1 + + + + + + + + + + + + + +T\VF + + + + 1111J1 + + t + + + + + + + + + + O + + + + + + + + + + + + + + } + + + ❑ EXISTING + + } + + + + + + + + + + + + + + + + PLAYGROUND + + + + + + + + + + + + + + + + + + TO REMAIN } + + + + + + + + + + + + + + + + + O+ + + + +- + + + + + + + + + + + + + I I GRASSED I AREA TYPE IV BITUMINOUS CONCRETE RNAL COARSE TYPE II BITUMINOUS CONCRETE BASE COARSE •I•I•■ •••QC h•I•I• ••Il�il•IBI "•IIBII•II�II•I�I•I�•• L COMPACTED SUBGRADE - STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EOUAL TYPICAL BASKETBALL COURT SECTION N.T.S. 310.1 r + + k + + +- + + } + + + + x319.1 I I 316 + 1 + + + + + + + + + + + 318.1x + + + + I + + + + } + + } + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + pRbpOSED + CONTOUR ("-) + + + + + + +- + + + #- + + + + + + + + + + + + + + + + + ++ + + + + + +- + + + + + + + + + + + + + + #. + + i + + + + + + + b + + + + + + + + + + + + + 'I + + + + 1 1 • + + + + + + + + 4 + + + + + + + + + +- + + + + + + + 1 1 4 + + + + + + + + + + + + + -+ . + I + + + + + + + + + + 4 + + } + + + + + x + + 1 + + + + + + + + + + + + t + + + + + + + + =. + + + i + f + + + + + 1 1 + + + + + + - + + + + + CCnn+ + k t/RMpO)PE /1�IPNG+ + + + + + YP + + + + 1 + + + + + + CURBING REMOVE EXISTING \ i WOODEN WALL \ \ "/-----315-----� SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC- 1090INSFIELDVIEWLANE, SOUINSURXIGTON, VT OM B029E42G8 FAX 8324 NP .ab: .wvorKoom COPP�GHT RDIO - Au tlORTR neaEnvED I DRATN CJG/JSO c!¢c� SAV APPROVED JSO I OWNER: I SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 I I I PROJECT: SOUTH BURLINGTON CENTRAL SCHOOL FIELD IMPROVEMENTS II 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 / r I I I I eUB EG1 I 2 I 11 89 I I I I I LOCATION MAP I r=150G I I WTR CB[CQD IRXRION I I I I I I I 1 1 PARTIAL PROPOSED CONDITIONS SITE PLAN DATE DIUVNG -MIER MAR., 2010 ill= 10' C 1.1 " PR(M. No. 10126 LEGEND - EXISTING CONTOUR 336 PROPOSED CONTOUR APPROXIMATE PROPERTY LINE - - - - - - - - - APPROXIMATE EASEMENT LINE O IRON PIN FOUND IN CONCRETE MONUMENT FOUND SS GRAVITY SEWER LINE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — —ST STORM DRAINAGE LINE S3) SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF 'n. POWER POLE CATCH BASIN ao LIGHT POLE T SIGN �R DECIDUOUS TREE 4 CONIFEROUS TREE ry-v-� EDGE OF BRUSH/WOODS FENCE ---- -- DRAINAGE SWALE GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. In addition to Dig Safe, the Contractor shall have on Independent underground utility locating service locate any existing underground utilities within the Immediate project area prior to construction and report any discrepancies to the Engineer. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or Indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. B. The Contractor shall submit shop drawings for all items and materials incorporated Into the site work. Work shall not begin on any item until shop drawing approval is granted. 9. In addition to the requirements set In these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 11. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 12. The Contractor shall coordinate all work within City Road R.O.W. with City authorities. 13. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 14. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cute shall be made with a pavement sow. 15. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the Item in question. 16. Property line Information Is approximate and based on existing tax map Information. This plan Is not a boundary survey and is not intended to be used as one. 17. The project benchmark, of 313.7'. Is a catch basin rim elevation located directly southeast of the school building. Vertical datum based on a scaled elevation from a UGSG Quad Topo map. Horizontal datum based on a magnetic reading taken at the time of survey. 18. The purpose of these plans are to depict the proposed basketball court Improvements. 19. Existing pavement to be reclaimed, grinded and used as subbase to reconstruct the proposed basketball court. 20. Any existing subbase material not reused, or deemed unsuitable by the Engineer, shall be removed and disposed of at an approved off site location. Confirm condition of existing materials with Engineer prior to construction. 21. Granular backfill material required to reclaim the portions of the existing court not being reconstructed to be provided by the South Burlington School District. This material is located on site. I TO Mw WILLISTON ROAD ro x ,u"av 1 1 I I � 1 � -- E ® G I w'b',, I 0 \SE SHEET C1. 1 FOR PROPOSED BASKETBALL 7 I l \ o- o \ � / I i } o f I / I I � I f 1 I �o / ST,Q \ SITE ENGINEER: r -A CIVIL ENGINEERING ASSOCIATES. INC, 10MAUEDVEWIAIE, SOUiN&A MK7W VTVAW \ e0aass,Pezv FAX eaaser-an N•G w»w.w.,toan come�cer wio - n � su•N CJG/JSO \ AV Sc APPBOP60 JSO ^ A OWNER: • n \ m SOUTH BURLINGTON \ SCHOOL DISTRICT BASKETBALL BASI0=TH4LL COURiAND PAVED ACCESS SIDEWALK AND RECLAIM PORROAIS OF EXbTINO PAVED COURTS \ 550 DORSET STREET \ SOUTH BURLINGTON, NEWBHIGHCHMNUNK VERMONT 05403 FENCE I GREEN WNYL PROTECTANI. EXACT + LOCATION TO BE FIELD DETERMINED BY OWNER. PROJECT: ` SOUTH BURLINGTON �\ CENTRAL SCHOOL FIELD \\ IMPROVEMENTS 10 MARKET STREET SOUTH BURLINGTON, VERMONT 05403 o —o 2 - 116 89 G APPROXMATE LOCATION OF EXISTING SOIL ST000LE TO \ BE USED FOR BACKFILL AS \ RECUIRED. COORDINATE USE F±a - WITH SOUTH BURLINGTON SCHOOLDISTRICT LOCATION MAP own cssoun RE'n oN s/,�/,o aevsro CENEPM uo� i. GRAPHIC SCALE ( IN FEET) I inch = 60 ft. OVERALL PROPOSED CONDITIONS SITE PLAN a1. MAR., 2010 OM•QG MYH6R 1" =50' C1.0 Paw. NO. 10126 No Text Page 1 of 1 Jana Beagley From: ray Sent: Tuesday, May 25, 2010 9:53 AM To: Jana Beagley Subject: FW: Central & Orchard School Lot Coverages Here are the school coverage numbers. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Jeff Olesky [mailto:jolesky@cea-vt.com] Sent: Tuesday, May 25, 2010 9:47 AM To: ray; momalley@sbschools.net; jstewart@sbschools.net Subject: Central & Orchard School Lot Coverages Hi Ray, As we discussed, here is a summary of the existing & proposed lot coverage's for both projects: Central School - Lot Size = +/- 488,213 SF = 11.21 Ac. Building Ex. = +/- 55,526 SF = 1.27 Ac. = 11.4% Building Prop. = Same Total Imp. Ex. = +/- 151,748 SF = 3.48 Ac. = 31.1% Total Imp. Prop. _ +/- 140,996 SF = 3.24 Ac. = 28.9% Area of Disturbance = +/- 26,000 SF = 0.60 Ac. Orchard School - Lot Size = +/- 583,709 SF = 13.40 Ac. Building Ex. = +/- 59,435 SF = 1.36 Ac. = 10.2% Building Prop. = Same Total Imp. Ex. = +/- 157,421 SF = 3.61 Ac. = 27.0% Total Imp. Prop. = Not a significant change Area of Disturbance = +/- 5,300 SF = 0.12 Ac. Sorry for not including these in the original applications. If you have any questions, please let me know. Jeffrey Olesky, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 p: (802) 864-2323 ex. 319 f: (802) 864-2271 email: Loleskv a( )cea-vt.com 5/25/2010 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BUR.LINGTON, VERMONI' 05403 (802) 846-4106 FAX (802) 846-4101 December 7, 2005 Stephen A. Vock Civil Engineering Associates, Inc. PO Box 485 Shelburne, VT 05482 Re: Extension to #SP-05-33, Central School Dear Mr. Vock: Please be advised that the South Burlington Development Review Board at their meeting held on December 6, 2005 granted your request for a one (1) year extension to the site plan approval referenced above dated 8/25/05. A zoning permit must now be obtained prior to February 25, 2007 or this approval will become null and void. If you have any questions, please feel free to contact me. , 71" , WJ, Rayfnond J. Belair Administrative Officer CIVI L El IG1155tkIIN G A _SJ Jr.I r5`J, 11 IC, 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com November 22, 2005 Mr. Ray Belair City of South Burlington 575 Dorset Street So. Burlington, Vermont 05482 Re: So. Burlington School District - Central School Parking Expansion (#SP-05-33) Dear Ray: On behalf of the So. Burlington School District, I would like to request a one-year extension of the Site Plan Approval for the expansion of the Central School parking lot. If you should have any questions or need any additional information, please let me know. 0 Stephen A. Vock, P.E. SAV:pao Enclosure cc: Lyall Smith So. Burlington School District 550 Dorset Street So. Burlington, VT 05403 DECISION Based on the above Findings of Fact, The South Burlington Administrative Officer approves site plan application #SP-05-33 of South Burlington School District for a previously approved site plan for a 56,320 sq. ft. educational facility. The amendment consists of constructing a 20,000 sq. ft. parking lot, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plan shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plan shall be submitted to the Administrative Officer prior to permit issuance. a) The plan shall be revised to show two (2) additional trees at least 2 %2" in caliper. b) The plan shall be revised to show the location of the screened dumpsters if there are any located on the property. 3) Prior to the issuance of the zoning permit, the applicant shall submit a landscape budget, prepared by a landscape architect or landscape professional for the eight (8) trees required. 4) The applicant shall obtain a zoning permit within six (6) months of this decision pursuant to Section 17.04 of the Land Development Regulations, or this approval is null and void. 5) The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the new parking area. 6) Any change to the site plan shall require approval by the South Burlington Development Review Board. Signed on this day of 4VI1_97 2005 by . Belair, Administrative Officer -5- l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 26, 2005 Steve Vock, P.E. Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Rick Marcotte Central School — Site Plan #SP-05-33 Dear Steve: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on August 25, 2005 (effective August 25, 2005). Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, J Betsy McDonough Planning & 'Zoning Assistant Encl. cc: Mike McDonald, South Burlington School District Permit Number SP-os"O,_�31�2,;;, CITY OF SOUTH BURLI NGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) South Burlington School District (Contact: Mike McDonald) 550 Dorset Street, So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) r 3) APPLICANT (Name, mailing address, phone and fax #) Same as Owner 4) CONTACT PERSON (Name, mailing address, phone and fax #) Stephen A. Vock, P. E _ Associates, Phone: 9 5-2323 Fax: 985-2271 5) PROJECT STREET ADDRESS: 10 Market Street, So. Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use Existing school and associated uses. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Proposed ±20,000 square foot parking lot. (See attached Project Description) c) Total building square footage on property (proposed buildings and existing buildings to remain) ±56,320 sauare feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) N / A - Existing e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): N/A - There will not be a change in the number of employees/ vehicles as a result of this project. g) Other (list any other information pertinent tot is application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE a) Building: Existing in c) r, % Proposed 1 o_ 9 6 % b) Overall (building, parking, outside storage, etc) Existing 2 o _ 5 % Proposed 2 5.0 _% c) Front yard (along each street) Existing N A % Proposed N / A % 9) COST ESTIMATES a) Building (including interior renovations): $ - 0- b) Landscaping: $-,, o o o_ o o c) Other site improvements (please list with cost): S t n rmwa t e r = 117,500 Parking Lot = $53,000 Lighting = $20,000 Curbing = $ 5,000 Sidewalk = $ 7,500 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): No chancre as a result of the proposed project b) A.M. Peak hour for entire property (in and out): N � A c) P.M. Peak hour for entire property (In and out): N / A 11) PEAK HOURS OF OPERATION: N / A 12) PEAK DAYS OF OPERATION: N / A 13) ESTIMATED PROJECT COMPLETION DATE: Fall 2005 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIAPPLIC SIGNATURE OF PROPERTY 6WNIW- Do not write below this line DATE OF SUBMISSION: II /w/o REVIEW AUTHORITY: Development Review Board Dir , I have reviewed this site plan application and find it to be: ompl Incomplete 7 as JS� D' ctor o arming & Zoning or Designee Date 3 CIVIL ENGINEERING ASIPSOCIARE!'J', UNC4 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com July 22, 2005 Mr. Ray Belair City of So. Burlington 575 Dorset Street So. Burlington, Vermont 05403 Re: South Burlington Central School Site Plan Review Dear Ray: As per our discussion, The South Burlington School District is planning to expand their existing parking lot to better facilitate traffic circulation and create additional parking spaces for peak times. Please find enclosed a Site Plan Review Application for the South Burlington Central School, located off of Market Street. If you should have any questions or need any additional information, please let me know. Sincerely, Christopher Galipeau Enclosure cc: Mike McDonald R\AutoCADD Projects\2004104116\Belair-SitePlanReview.wpd Rug 25 05 !0:40a Civil Engineering 885-2271 P.1 Civil Engineering Associates, Inc. 928 Falls Road Phone. 802-085-2323 P.U. Rot 495 Fax: 902-9145-2271 Shelburne, yr 05482 FAX core SHEET Date: S ` Z S - O��- r To: Fax #: From: Project: 1 Number of pages including this cover sheet: Hard copy to be sent via: _Regular Mail _Overnight Mail AFederal Express JHand Delivered Or: Fax Only Comments. t PLC,\ r-z7 Lbw S I ' U copirs tw pl�(1� Aug 25 05 10:48a Civil Engineering I 885-2271 p.2 11 Q, �, y F I7f� Aim �t f &IN rS4 �71 now 1 96VI Z19 Z09 T YVJ $S;TT SJ1)Z/bZ/8(I Q) Z O Lt.l ZCr CC Z12 Z � 0 cc WILLISTON ROAD I.25" 1PF I I Fr„:n l Russell Vol. 171, Pg. 517 10 Vt Ges Systems eesamerx -� Volume 251, Page 60 Russell I Vokene 171, Page 517 W Russell Volume 212, Page 399 r�.. I Red Bear LLC Volume 561, Peg. 342 I I Deming Volume 146, Peg. 541 I Greene I .9 n Pegs 225 IRussell Volume 434, Page 519 I Dolan Volume 30, Pegse 296 1 URVE -L=1al.92 REFERENCED MAPS St PLr, i S R�2897,90' 19 x 15'Easement -- D�03'35'49" N7NEx U, S. ROUTE 2 Chord=lal.a9' To Williston -� "Condemnation for Highway Purposes - Brassard Volume 191, Page I. BRG- 5 7139'27' E See Note 5 See Note 4 Automotive Services, Inc.", dated January 2003, pole 30 prepared by Dubois &King, Inc. South Burlington w.1k 4x4 CMF I a1' AG -\ \ Land Records - Plat Slide 412. °-°-°-,L "Plat of Survey ... Pomerleau Real Estate Company', yy 10 was T6 E e 95 1 a 3e ^ \ / \ revised date 23 April 1987, prepared by Fitzpatrick Vdu � se9 Llewellyn Inc. South Burlington Land Records -Slide . < s' uae.r9rovae POwar N E.sa+lenf GNP \ 198. ( . o is Vol. B9, P9166 ci D.L. Ailing G.D. Ailing I II z fY97 W/lllston I Bradley Rd., LLC Vd. 468, Pg. 6oe 'MCDonalds" Volume 1049, Peg. 389 °Dave's Williston Road Cllgoe \ "Ars French Ries" "Property Survey for City of South Burlington School District -Williston Road", revised date 16 November I I Vd 487 PA 31B \ � 1982, prepared by Palmer Company Ltd. South I I t 1 \ William & Lee, Inc. m Burlington Land Records -Plat Slide 163. \ Volume 164, Pege 479 l I 5 73'21'26° E 5 "AGF Wooden fence on Ailing property S 74.4Y52" E Shed r' IVE \ 'Corporate Circle... South Burlington Realty Corp.", dated September 1981, prepared by Webster -Martin, Inc. South Burlington Land Records - Plat Slide 154. 0 _ Fenced Enclosure m :oncrele :urb r' 4,4 CUF �I Flush w Poved Parking 4x4 CMF L 0.2' AG �. _ r I T�,*7 S- 415.16' g- -S-155.96_ t -S- -\ \ 'Parcels to be Conveyed by Alice Stannard at al. to o -S_-S L o o \ Town of South Burlington", dated May 1968, Chain link pence \ o \ prepared by Harvell Associates. S. Burlington Land on Scholl property � L - - - � a Records - V. 80, Pg. 89. - - - 1 I W' Flush I \ "Property on Williston Road in the City of South Burlington', dated 27 July 1978, prepared by JA I I \ Marsh. South Burlington Land Records -Slide 115. I I Abutters fence `0 0 ( I comer encroaches I I 11.2' 414 aW \ �(n "South Burlington - Project U 60 (5)1 Sheet 21 of I I r.a' BG \ _ 121, dated 14 October 1955. prepared by State of I I \ Vermont Agency of Transportation. District I I ) \ Engineers office. I I "Midas" L I I to Undergnondpower "Plan of Lots Section A -A, Portion of Estate, Mary I I volume 18e, Page foe Abutters on -ground \ McKenzie , dated 21 March 1950. prepared by storage encroaches I Brassard Automotive Services, Inc. about 16' Volume 14Z Page 416 Frances Lafayette. South Burlington Land Records. I I I "Portion of Property of J.C. McKenzie', dated 29 May I I 1947,prepared b A.W. Hoag. South Budi I L--- Power pole �� Y 9• n9an L - - - - - - - - - - - - - - - - w/meter `dl Land Records -Plat Slide 5. 01 ----� o P Entrance Canopy Concrete Walk DurSOLO ltn9to Ve9° 1 GM101 � 60 \ South Burlington s5: School District Proposed N \� od �armredl See notes for ±11.8 Acres Total So7'Pa'ob'E �- .0.6 Acres Proposed Conveyance 44.07' deed references +112 Acres Balance • cur v' rm�n \ �3 Oo�� 80 Midas Drive LLC \ � 9. � g,•` . Volume e05, P.y. 222 /\ O 1^ rya y(� 414 CMF 16 - 0. r o. IRF A.B. Pomedeau A' 4 $ '$. (cggf-) / / Volume 140; Pages 246 0.73' AG Volune 94 Peg" 21 4 / O. 1.47' 511'44'S9E IPF "I. IPF 28.0a' \O - (Capped) .J' AC 1.0 AG 575.31' 1502 1111,84' 4,4 CMF Hold 0 5' AC \ A South Burlington Realty Corp. Volume 120, Page 337 `r 1 /Street \ � 0 N 73'24 52 W 687.15' cus _ EXISTING PROPERTY LINE South Burlington Really Corp. Volume 126, Pepe 337 / IOC / / \ \\� - - - - - - - - - EASEMENT LINE SURVEY NOTES 0 � \ Note: No record of eosemenl was 1. Purpose of survey was to retrace, document, and perpetuate existing boundaries of the subject ro J p perty, locate new improvements and easements, and delineate the proposed �0 / cJ�l� j \i / 1g1� a � S.B.R. \ `n \ n N v�� \' Corp. CMF/MMF ❑ CALCULATED POINT CONCRETE ARBLE MONUMENT FOUND /M found for ingress and egress from Market Street to the conveyance of 0.60 acres from its southeast caner to the City of South Burlington. 79�� / y �e / U' \ 3� g• ^ \ IPF/IRF O IRON PIPE/REBAR FOUND (w/SIZE) School District property. 2. The subject property, being 11.8 acres, was conveyed to Una school district by a series of deeds including the following: From Hall, Vol. 3 Pg. 286 (1895); from McKenzie, Vol. 12, Pg. /lo / / / / \ `� \ Cu5 a AG 4' CONC. MONUMENT SET (W/ ALUMINUM DISK) ABOVE GROUND 136 (1929), from John McKenzie at al, Vol. 20 Pg. 458 (1947); from James McKenzie at al, / 60, Vol. 30 Pg. 54 (1950); from Chamberlin, Daley, at al., Vol. 35 Pg. 36 (1953). corrected Vol. 39. BG BELOW GROUND to GRAPHIC SCALE o P Fr R 50 IN 1E) 1 i ch - 50 /L o \y's� �9 o pa, Pg. 661 (1957); and from Alice Stannard at al., Vol. as Pg. 179 (1968). See also Quitclaims frort✓to Bessery Id. 22. Pp. 466-087 (1953). 3. Field survey was conducted during Winter and spring of 2004, and consisted of a dosed traverse utilizing an electronic total station. 4. Bearings shown are from Grid North, Vermont Coordinate System of 1983, based on our GPS observations on the site. 5. Williston Road (U.S. Rte. 2) has a record right of way of four rods (66'). Sideline shown Is based upon monuments found and on referenced state highway plans circa 1955. The State of Vermont was conveyed certain slope lights and carteln rights for drop Inlets and drainage pipes on subject land near Williston Road per deed Volume 41, Page 41 (1956). 6. Locations shown of underground utilities are approximate only, based on surface indications observed and/or various reference maps. 7. Bring outside the scope ofthis survey, Civil Engineering Associates has undertaken no investigation whatsoever with respect to whether the property and each component thereof is in compliance with local or state permits. .°• FENCE LINE o-o-o OTHER FENCE LINE - -S- - GRAVITY SEWER LINE SEWER MANHOLE wwvv-� EDGE OF WOODS/BRUSH - -G- - GAS LINE (APPROX.) To the best of my knowledge & belief this plat properly depicts the results of a survey, conducted under my supervision as outlined in the notes above, based on our analysis of records & physical evidence found. Existing boundaries shown are in substantial conformance with the record. This plat is in substantial conformance with 27 VSA 1403. Timothy R. Cowan VT LS 597 CIVIL ENGINEERING ASSOCIATES, INC P.O. BOX 415 SHELBURNE, VT 05482 e02-oQ5 3 M' eW. tl aU, I x ' wxw.CN MJW CHECKED JLM APPROVED TRC OWNER: SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON VERMONT SOUTH BURLINGTON CENTRAL SCHOOL 10 MARKET STREET SOUTH BURLINGTON VERMONT LOCATION MAP 1' - 1600 REMWN 12.17.04 Ira I REVISE Nam 2. fAARF7Ali 10.11a rRc ADo GONG. MONe., TEAT SEE PLAT of SURVEY .. xaN -..Wu MAY 19, 2004 1"=50' P1 PROJ. NO. 03261 NOTES 1. Utilities shown do not purport to constitute or represent all utlWses located upon or adjacent to the surveyed p-lsas. Ezlstlng udlwy locations are apprc drnate only. The Contract shall field verify all utility conflicts. All discrepancies shall b, reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any consaucOon. 2. This plan Is not a boundary survey and Is not Intended to be used as one. I BIRCH / I CLUMP 2' CRAB 2 6" MAPLE /i 4/ \\ // 913 \ NEW lrtnPE Q / NEW 3JIAP ¢y 4" PLE _ AEL kTEe-4= - ma 4" MAPLE t 314.5 t J NS PROPOSEDLEAI((Wj 4" MAPLE MATCH EXIST 3 0 / 4' MAPLE / I i > MAPLE CONNECT TO EXISTING STRUCTURE /FIELD VERff wA: our tS, - 3Dar wlv. our RO 3Da r (3) 6' CHERRY TREES / =WIEtYI MOM 907b w wL!II-soar OFNMBEq 81.W ELE A _ EXCAVATION �iE - 3Dr I �(2) 2- BIRCH I\ 314.9 PROPOM 3/aw '24' MAPLE A PARKM I \ a z g AUDITION O W 3' MAPLE II O 315.0 o / I} 314.E Misc / STUMPS a I / I O I I ❑ Iry I O I I ❑ I I t i EX C I d BAL 314.W Q FI / - 1 / ST.7FCH MOOSE SG740 CHAMBERS 1NVw.30&l' l CHAMBER BASE EIEVARON +30e.0 / \ EXCAVATION BASE - 30r / / / 13 5 -314- tD i ❑ NEW 7" I I NEW-CBIIY9 / O ow. OUT" 3Dar I ATED a MAPLEQ 1 / BACKS I / ' \ I NEW /0'NOIE / I j t 313 / CHERRY TREES -__------\ / \ Gfayel3QS� Eyistin9 _0E � CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX485 1101 /RNE. Vr O%U ava»sssz3 FAR #DV48St2r, w —.—Ac— xr ®c amxTs Rasmv® DRAIIN CJG CHEDRED JLM APPROVED SAV OWNER: SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON VERMONT PROJE, I POTENTIAL SOUTH BURLINGTON FIELD IELD CENTRAL SCHOOL 10 MARKET STREET LEGEND SOUTH BURLINGTON VERMONT — —336— — EXISTING CONTOUR 336 PROPOSED CONTOUR — — — APPROXIMATE PROPERTY LINE — — • — - — SETBACK LINE -- O IRON PIN O CONC. MON. ® SEWER MANHOLE ® CATCH BASIN a 2 o-a LIGHT POLE 71 SIGN 89 DECIDUOUS TREE CONIFEROUS TREE rv-.^rwvwY� EDGE OF BRUSH/WOODS —D c FENCE LOCATION MAP — DRAINAGE SWALE I' low UATE CHECKED REVVRON GRAPHIC SCALE \ \ J ( IN FEET ) I Inch - 20 it. PROPOSED SITE PLAN APRIL 6, 2004 1'-20' C1 04116 MATCH EXISTING 3 " BITUMINOUS CONCRETE PAVEMENT 1 1/4" TYPE IV FINISH COURSE 1 3/4" TYPE It BAS COURSE STABILIZATION FABRIC 6 CRUSHED GRAVEL (FINE) MIRAFI SOOX OR 2" CRUSHED GRAVEL (COARSE) APPROVED EQUAL TYPICAL ROAD SECTION NTS 3" BITUMINOUS CONCRETE PAVEMENT, 1 1/4" TYPE IV FINISH COURSE 1 3/4" TYPE II BASE COURSE E!U!H�E 2 OR 3 (OR AS SHOWN D GRAVEL (FINE ON PLANS) HED GRAVEL (COARSE) ®� 4" TOPSOIL —COMPACTED SUBGRADE--_ — STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING SECTION N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK 0�o 0 0 0 00000 ooa000000a 0000000a00000 00000000o 0000 a0000 6• 8" GRAVEL SUBBASE 6" UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. 4" TOPSOIL MATCH EXISTING 12" MAX. LEBARON LF248 24" x 24" C.I. GRATE w/4 FLANGED FRAME (OR APPROVED EQUAL) SET FRAME ON FULL MORTAR BED ADJUST TO GRADE WITH CAST IN PLACE CONCRETE OR PRE -CAST CONCRETE RINGS (12" MAX. ADJUSTMENT) 1-2 4" x 24" WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET 4 (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK GROUT) CAST -IN -PLACE FLEXIBLE MH SLEEVES I 18' SUMP PRECAST CONCRETE w/MONOLITHIC BASE 6" MIN. CRUSHED GRAVEL * PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN N.T.S. 4 8' CEDAR STAKES w/CUT NOTCH — #18 WIRE PASSED THROUGH SECTION — OF GARDEN HOSE TO PROTECT TRUNK PAPER TRUNK WRAPPING 4" LAYER OF SHREADED BARK MULCH — (TO BE APPROVED BY LANDSCAPE ARCHITECT) 6" SAUCER RIM LOOSEN, CUT, &REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT TREE AT SAME DEPTH AT WHICH TREE HAD PREVIOUSLY GROWN TOPSOIL, RAKE ,—V UNPAVH1 PAVEU SEED & MULCH \ NOTES: 1. Cc poction of backfill and bedding shall be a a oaaQaaca9 aaaaPaa, minimum of 90X (95X under roadway surfaces) a: Ja of maximum dry density determined in the standard proctor test (ASTM D698). o APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen i 2 2 IN 6" LIFTS subgrade. 7a I rn rn D 2' APPROVED GRANULAR FILL 3. Approved backfill sholl not contain any atones more than 12" in largest dimension (6" 'n N a THOROUGHLY COMPACTED IN 6" LIFTS roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. HOPE STORM DRAIN PIPE 4, Trenches shall be completely dewatered prior to 12" placing of pipe bedding material and kept dewatered during installation of pipe and backfill. THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench BEDDING MATERIAL bottom sholl first be stabilized byy placement of 6" filler fabric then crushed stone (3/4 maximum). 6. The sides of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or eloped to the ongle of repose as defined by O.S.H.A. standards. 7. Bedding materiol shall consist of crushed tone, TYPICAL STORK TRENCH DETAIL gravel or Rand with a maximum size of 3/4". Submit a sample to the Engineer for approval. N.T.S. DECIDUOUS TREE FINISH 4" SCH 40 PVC INSPECTION GRADE f PORT w/CAP & C.1. SLEEVE & COVER BURIED (TYP. FOR 2) MIN. 24" e" SCH 40 PVC INLET PIPE STANDARD INFILTRATION CoNPACR:D INV.-943.7 CHAMBER BY STORM FILL TECH MODEL SC-140 - OR APPROVED EOVAL FILTER FABRIC ]ll" AROUND CHAMBER & CRUSHED STME IN TRENCH o"0�60 0 aeQeOe ao e• 12" CRUSHED STONE 6" STABILIZED BASE STANDARD INQLTRA110N CHAMBER_ — N.T.s- OR BUILDING MOUNTED AT SAME HEIGHT ANCHOR BOLTS & ----- NON -TAPERED SQUARE TEMPLATE BY LIGHT ALUMINIUM POLE POLE SUPPLIER DARK BRONZE FINISH BOLT OR CADWELD HAND HOLE w/COVER GROUND WIRE TO POLE PAVEMENT FINISH GRADE 3"1 SURFACE )I 11 °'J;ii7iZ:?;'1?aii:ih's5, r; N � 3/4" CONDUIT FOR SCH 80 PVC FROM < 06 BARE COPPER 4 — POLE TO POLE w/ GROUND WIRE r - ^�, SEPAWIRE RATE GROUND (4) q5 VERTICAL +;,T. 3/4" x 10' COPPER WELD GROUND ROD �_ _J GALVANIZED STEEL TO ig• PVC CONDUIT CONNECTOR BOND TO CONDUIT, BASE & POLE #3 TIES O 12" O.C. POLE LIGHT DETAIL N.T.S. CIVIL ENGINEERING ASSOCIATES, INC V.O. BOX 405 SHELBURNL', V7O°.A62 Rat ER9ti2�S5 FAX 80290!i� n — wnw'.a vt— COPYRtaHT ® a.a4 - ALL eromrs CJG CHECKED JLM APPROVED SAV OWNER: SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON VERMONT SOUTH BURLINGTON I CENTRALSCHOOL 10 MARKET STREET SOUTH BURLINGTON VERMONT LOCATION MAP REVISION SITE DETAILS DATE URA—L N�MRER MAY 17, 2004 N,T.S. C2 PROD. Na. 04116 SECTION 01040 - PROJECT COORDIk PART 1 - GENERAL 1.01 MEETINGS h PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange on on -site pre -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be included in this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D. The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic in areas adjacent to the construction m xcept as permitted by the Owner. The Contractor shell so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible far initiating, maintaining, and supervising all O.S.H.A. safety precautions in connection with the Work. B. Fire Protection: The Contractor shall take all necessary precautions to prevent liras adjacent to the Work and shall provide adequate focilitin for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safely Precautions: Prior to commencement of Work, the Contractor shell be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor shall promptly correct oil Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when, in the opinion o1 the Owner, the weather is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there is delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case o1 damage by storm or water, the Contract, at his own expense, shall make repairs or replacements or rebuild such ports of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Speeificatione. 1.07 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be roused, become the property of the Contractor and shall be promptly removed from the properly. The Contractor shall receive title to all debris and/or exceea material. The Owner will not be responsible for any Ion or damage to debris or excess moterial owned by the Contracts. 1.08 PROJECT LAYOUT A. The Contractor shall be responsible for providing oil necessary survey slaking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control point.. Record locations, with horizontal and vertical data, on Project Record Documents. END OF SECTION 01040 SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. See section 02150 - Erosion Control E. Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within marked areas. Remove stumps, roots and tap roots and other projections It or greater in diameter to 2'-0' below the excavated surfaces in cut areas and 2'-0" below the exposed subgrade in fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner in establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. END OF SECTION 02110 SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and sitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roodway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and installation instructions. PART 2 - PRODUCTS 2.01 CRUSHED GRAVEL (ACT SPEC. 704.OSA, FINE) A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably tree from thin elongated pieces, soft or disintegrated stone, dirt. organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve Y 100 1 1/2` 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.02 GRAVEL FOR SUBBASE (ACT SPEC. 704.05A, COURSE) A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 495 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 2/3 of the thickness of the layer being placed. 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded In accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Square Mesh Sieve 6" 100 3/4' 75 - 100 No. 4 20 - 100 No. too 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall conaisl of furnishing and placing an approved stabilization fabric on a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM D-4632) - 200 lbs. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120 lbs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas aver -excavated by error as directed by the Engineer. 3.05 DITCHES A. Cut accurately to the cross -sections, groees, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the soils Engineer; except do not, in any case,' deposit materials less than three feel from the edge of a i ditch. 3.06 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground an which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of on embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments s successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall slap when the sustained air temperature, below 32 degree, Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for on engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under non is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, placing, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be defmred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills sholl be compacted in even lifts (12" maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrode (8') and Gravel for Roads and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine if the seep will cause on unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning properly. Problems found during the inspections should be repaired promptly. END OF SECTION 02210 SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART I - GENERAL 1.01 SUMMARY A. Section includes: 1, Trench, backfill, and compact as specified herein and as needed for installation of underground utilities located 5 feet outside the buildings. 1.02 OUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laborotory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excavations on site or imparted from approved off -cite borrow err . Materials must be predaminontly granular, non -expansive soil free from porous matter, organic molter and other deleterious molter and contain no rocks or lumps over 6 inches in greatest dimension. 2. Rocks having a dimension greater than 2 inches shall not be placed within 2 feet of the outside of pipe. 3. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at in additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written Instructions are received from the Engineer. B. Protection of persons and property. 1. Barricade open hales and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. 4. All trenching shall be in accordance with the latest OSHA requirements. C. Dewatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow sholl be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in o manner which will not create a hazard to public health, nor cause injury to public or private properly, work completed or in progress, or public streets, nor ca se any interference in the use of streets and rood by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.04 TRENCHING A. Provide sheeting and shoring necessary far protection of the work and for the safety of personnel. 1. Sheeting and bracing required far trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shot] be excavated to the required depth and to a width sufficient to allow for pining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom shall be firm for its full length and width. D. If indicated on the plans or directed by the Engineer, pact foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel or lean concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not interfere with normal 45 degree bearing splay of foundations. H. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. I. Where trenching occurs existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This matmial shall be either sand, gravel, or c rushed stone and shall not contain large lumps and stonesover one Inch In diameter. As the pipe is laid, bedding material shall be extended to 6 inches above the pipe and leveled along the width o1 the trench. 3.06 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction, C. Trenches which have been improperly backfilled, enclosed or cared up before it has been approved shall be reopened. Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material is too wet to be compacted properly. At such limes the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such at her precautions are taken as may be necessary to obtain proper compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roadway paying, shoulder and embankments - 95X 2. All other areas - 90X G. Frost Protection: Pipes laid with less than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by installation of rigid nsulation for the width of the trench. Insulation shall be a minimum of 2 inches thick with one additional inch of thickness for every foot of depth o1 piping less than 5 feet. The sheets shall be placed 6 inches above the crown of the sewer after compaction of the 6 inch lift immediately above the crown. Care shall be exercised by the Contractor during backfill and compaction over the insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND S70RMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and stormdraine to determine whether displacement has occurred. B. Visually inspect pipe installation by fleshing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the detects to the specified conditions and at no additional cost to the Owner. 0. After visual approval of pipe, a 95% mandrel test must be performed. END OF SECTION 02225 CIVIL ENGINEERING ASSOCIATES, INC V.O. BOX485 SfICLSURNL', 1'T' 05482 Raz4052328 fAa 012a0sasn wwa:-coni COn pri C not - ALL marks sze-tie DM" CJG CHECKED JLM APPROVED SAV OWNER SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON VERMONT WHEU -8 SOUTH BURLINGTON CENTRAL SCHOOL 10 MARKET STREET SOUTH BURLINGTON VERMONT LOCATION MAP T' a 15017 HmeloN SITE SPECIFICATIONS IEx MAY 17, 2004 wt�a xt,er T.S. N. I C3 N. vxaz. Nn. 04116 END OF SECTION 02225 ' SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Base Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mature, constructed on a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who ore completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be in accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, 1990. C. Mixing Plont: Conform to State of Vermont Standards. D. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material Mall not be placed when the granular subbase is wet or when the air temperature at the poving site in the shade and away from artificial heal is as fallow.: Air Temperature Pavement Degree, Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4' 50 Degrees or below Le.. than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as definad in the VAOT Standard Specifications, Division 700 for Type I (base course) and Type II (binder course) @ Type III (wearing course) bituminous concrete. B. Gradation: Materials Mall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03, far the base course and finish course. C. Thickness of paving far drives and parking lots shall be as shown an the plans, consisting of bane course and finish awr.a. D. Far pavement reconstruction areas due to trenching, the depth of each course Man be increased by 1/2'. Pavement onalruction caused by trmch reopening due to improper placement or non -approved placement shall be performed at no additional cost to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking point to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, Section 708.08. B. Directional arrows sholl be thermoplastic. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify bow conditions under the provisions of Section 02210 - Site Earthwork. B. Verify that compacted granular base is dry and ready to support paving and imposed loads. C. Verify gradients and alevatims of base are correct. 3.03 PREPARATION A. Matching Surfaces: When o ew pavement is to match on existing bituminous pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut .hall be thoroughly cleaned and crated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over an xisling bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with all to prevent band with asphalt pavement. Do not tack cwt these surface.. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plane. B. Compact pavement by rolling. Do not displace or extrude Pavement from position. Hand compact in areas inaccessible to rolling equipment. C. Develop rolling with consecutive posses to achieve even and smooth finish, without roller mark.. 3.06 JOINTS A. Joints between old and new pavements or between successive dogs work shall be made so as to insure a thorough and continuous bond between the old and new mixtures. Whenever the spreading process is interrupted long enough for the mixture to attain its initial stability, the pow sholl be removed from the mat and a pint constructed. B. Butt joints Moll be formed by cutting the pavement in a erti vcal plane at right angles to the centerline where the pavement has a true surface as determined by the as of a straight -edge. The butt joint Mall be thoroughly celled with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal Joints that have became cold shall be tooted with Emulsified Asphalt, Type RS-I, before the adjacent mot is placed. If they have been exposed to traffic, they shall be cut back to o clean vertical edge prior to pointing with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset of least 6' from any pint in the lows/ courses of pavement. Transverse joints shall not be constructed nearer than one foot from the transverse joints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any wriations exceeding 3/16 of on inch between any two contacts shall be satisfactorily eliminated. A 10 root straight -edge may be used anvertical curve. The at,.ight-edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Variation from True Elevation: Within 1/2 inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any povement settle within one year of completion of the Contract. such pavement shall be prepared at the Contractor's expense. If the Contractor fols to make such repairs promptly span receipt of notice to do w from the Owner, than the Owner may make such repairs as necessary and the Contractor shall pay the Owner far all costa incurred in making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly dean the areas to receive striping and locate all striping as indicated on the Contract Plans. All striping Moll be 4' wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plans. END OF SECTION 02513 SECTION 02515 - CURBS AND WALKS PART I - GENERAL 1.01 SUMMARY A. Section includes: 1. Concrete Curbs 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete Moll hove c minimum compressive strength of 4,000 psi at 26 days and shell conform to me requirements of Spmificolion 02510 - Concrete Paving 2.02 ADMIXTURES A. Air-entrolning admixture Mall meet or exceed ASTM C260. Air content shall range from minimum of 5% to 7R maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 REMOVING AND RESETTING CURB A. Salvage of Curbing: Any existing curbing which is damaged or destroyed as a result of the Contractor's operations a failure to protect it In a manner that would prevent its loss or damage shall be replaced at the Contractor's expenxe. B. Placing. Excavation, setting joints and backfiling shall be in accordance with specifications for the type of curb being removed and reset. 3.02 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb is to be set sholl be compacted to a firm, even surface. All soft and unsuitable material shall be removed and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb shall be set so that the front top line Is In close conformity to the line and grade required. All apace under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the material for the bed course. C. Concrete Mixing ond Placing: Compaction of concrete placed in the forms Mall be by spading or other approved methods. Farms shall be left In place for 24 hours or until the concrete has set sufficiently so that they can be removed without injury to the curbing. Upon removal of the forms, the curb shall be immediately rubbed down to a smooth and uniform surface but no plastering well be permitted. Far this work, competent and skillful finishers shall be employed. D. Sectims: Curbing shall be constructed in sections having a uniform length of ten fast, unless otherwise ordered. Sections shall be separated by open joints 1/8 inch wide except at expansion joints. E. Expansion Joints: Expansion joints sholl be formed at the Intervals shown on the plan, using a pre -formed expansion joint filler having a thickness of 1/4 inch cut to conform to the cross-section of the curb. They Mall be constructed at 20 foot intervals or as directed by the Engineer. When the curb is constructed adjacent to or on concrete pavement, expansion joint, shall be located opposite or at expansion joint. in the pavement. F. Backfilling: After the concrete has set sufficiently, the spaces in front and back of the curb shall be filed to the required elevation with layers of not more than six inches of the some material as the bedding and thoroughly tamped. G. The Contractor shall protect the curb and keep it in alignment until the completion of the contract. Each curb which is damaged at any time previous to final acceptance of the work shall be removed and replaced with satisfactory curb at the Contractors expense. 3.03 CONCRETE SIDEWALKS A Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed course material and the installation and bracing of the forms. Bed course material shall be placed to the depth and section shown an the plans. When the layer required exceeds six inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted so that it is hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be Finished with a wooden float. No plastering will be permitted. The edges shall be rounded with an edger having a radius of 1/4 inch. The surface of the sidewalk, after the floating and screeding process is completed, shdl be finished with a broom of o type approved by the Engineer, drawn aver'. the surface parallel to the transverse pints. Special taxturng an sidewalk romps shall be installed in accordance with construction plan details. C. Joints: Unless otherwise indicated on the plans or directed by the Engineer, expansion pints shall be placed every 20 feet. Expansion pints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending into and through the sidewalk. Pre -formed pint filler 1/4 inch thick shall be installed in these pints. Expansion pint filler of the thickness indicated shall be installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion pints, the sidewalk shill be divided at intervals of 5 feet by dummy joints formed by a jointing tool or other acceptable means as directed to provide grooves approximately 1/8 inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete expan- sion, pint material Moll be placed between sidewalk and curb far the depth of the sidewalk. D. Curing: During the curing period oil traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic Mall be excluded for such additional time as the Engineer may direct. E. Bockfilling: Before the concrete has been opened to traffic, the space on each side of the sidewalk sholl bJ backfilled to the required elevation with suitable material, firmly compacted and neatly graded. END OF SECTION 02515 SECTION 02725 - DRAINAGE PART I - GENERAL 1.01 SUMMARY A. Section includes: 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Manufacturers technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, teas, reducing tees, wyee, couplings, increasers, crosses. transitions and end sections of then same type and class of material as the conduit, or of materal having equal a wperiar physical and chemical properties as acceptable to the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. I1 the Contract Plans do not specify a particular type of pipe, at the Contractor s option, the following materials may be used: 1. Polyvinyl Chloride pipe can farming to ASTM Specification D3034 or F679, (PVC) se ar pipe and fittings SDR 35' 2. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478, sited as indicated. 2.04 METAL ACCESSORIES A. Manhole frames, grates and covers: 1. Grey cast iron, ASTM A48, as shown an plans. 2. H2O leading capability. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the arms and conditions under which slam sewer system work is to be installed and notify the Engineer in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled far removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over-excovalions with fill material. 8. The slopes shall be graded to match the grade as shown an the plans. Where required end sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or impede consistent backfiling or compaction. 3.04 INSTALLATION OF PIPE A. Pipe shall be installed in accordance with Section 02225 - Ufilly Trenching and Backfilling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown an the Contract Plans. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place stone fill as shown on Contract Plans. END OF SECTION 02725 SECTION 02921 - LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading; bring rough grade in areas to design -I.- '-a as shown an the drawings. 2. Topsoil: Work shall consist of furnishing, placing and shaping topsoil, or placing, spreading, and shaping topsoil form stockpiles or stripped areas. PART 2 - PRODUCTS 2.01 TOPSOIL A. On -site topsoil shall be natural surface layer. of soil ,tripped, grubbed stockpiled, and conditioned, if necessary, for use in topsoiling and seeding operations. B. Topsoil shall be loose, friable. reasonably free of admixtures of subsoil. free from refuses, stumps, roots, brush, weeds, rocks, and stones 1 1/4 inch in overall dimensions. The topsol shall alas be free from any material that will prevent the formation of a suitable seedbed or prevent seed germination and plant growth. It Mall contain not less than three (3) nor more than twenty (20) percent organic matter as determined by loss -on - ignition of oven -dried samples drawn by the Engineer. Any material which has become mixed with undue amounts of subsoil during any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. C. Topsoil shall consist of sandy loom, loam or silt loam with the following maximum proportions of materials as determined by sieve analysis or inspection, 30-50 silt: 0-20 clay, and ,hall be dark brown In color when dry. D. Borrow Topsoil: Provide name of source. Each source of borrow topsoil shall be natural serfoce soil from well drained areas. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrade of all stumps, stones, roots, trash or other materials which might hinder proper tillage or spreading. B. NI surfaces on which topsoil is to be placed shall be graded to a reasonably true surface and scarified by raking, dieting or other approved means to a minimum depth of two inches before placing topsoil. 3.03 PLACING TOPSOIL A. Minimum final depth of topsoil shall be 4 inches. B. Place topsoil when seeding operations can closely follow spreading operations. Use topsoil in relatively dry stole. C. Topsoil shall be spreod and shaped to the lines and grades Mown on the plena, or as directed by the Engineer. The depth stated in the contract to which the topsoil is to be placed is that required after find rolling of the material has token place. All atones, roots and debris over 1 1/4 inch in diameter along with any sodding weeds and other undesirable material shall be removed. D. After shaping and grading, all trucks and other equip ant shall be excluded from the topsdled area to prevent ompactim. The Contractor shall perform ouch work aas required to Provide a friable surface for seed germination and plant growth prior to seeding. E. It shall be the Cmlractor's responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep top,oNed areas in acceptable condition antl the [ornpletion of the work. END OF SECTION 02921 (v CIVIL ENGINEERING ASSOCIATES, INC. Y.O. BOX 405 SHL'LBURNE, V7054V W? 01152103 FAK +AS ,22n wee: www.aw.N.cam a- CJG CHE[nd0 JLM APPROVED SAV OWNER SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON VERMONT SOUTH BURLINGTON CENTRAL SCHOOL 10 MARKET STREET SOUTH BURLINGTON VERMONT LOCATION MAP 1' = 1500' REVISION SITE SPECIFICATIONS MAY 17, 2004 11 ILL N.T.S. C4 I'H , 1 04116 928 Falls Road Phone: 802-985.2323 P.D. Box 485 Fax: 802-985-2271 i� Shelburne, VT 05482 E-Mail: mail@cea-vt.com May 12, 2005 Ms. Stephanie Hesson Environmental Board District 44 Coordinator I l t' West Street Essex Jet., Vermont 05452 Re: South Burlington Central School Dear Stephanie: The South Burlington School District is planning to expand their existing parking lot to better facilitate traffic circulation and create additional parking spaces for peak times. The current lot layout creates a very unsafe traffic circulation during peak times when bus deliveries and parent deliveries coincide. The proposed project will separate the bus and parent drop off areas which will create a much safer environment. The proposed project involves the construction of a new ±20,000 sf parking lot and adjacent sidewalk. A total of 40 new parking spaces will be created as part of this project. The new parking lot will be built on the existing baseball field which is currently being used as overflow parking during school events. The baseball field will be moved to the east and two additional multi -use fields will be constructed at the same time. I have attached a copy of the proposed site plan and a project description for you review. If you should have any questions, please contact me at your convenience. Sincerely, Christopher Galipeau Staff Engineer Enclosures cc: Ray Belair, City of South Burlington Mike McDonald File, 04116 R\AutoCADD Projects\2004\04116\Hesson.wpd South Burlington School District The proposed project involves the construction of a new ±20,000 SF parking lot at the Central School in South Burlington. The Central School property is approximately 11.5 Acres is size. The proposed parking lot will contain 40 new parking spaces, which will increase the total number of spaces from 90 spaces to a proposed total of 130 spaces. The proposed parking lot will be built on top of the existing baseball field, which is currently being used as overflow parking during school events. The baseball field will be moved to the east and two additional multi -use fields will be constructed at the same time. There is a minimal amount of site work associated with the proposed project. The proposed parking lot will be built adjacent to the existing parking lot with a small buffer strip of plantings and new sidewalk between the two parking lots, which will allow help isolate the parent and bus drop off areas. Stormwater will be collected in grassed swales and will be treated in accordance with the State of Vermont — Stormwater Treatment Standards. There will be several new pole mounted lights installed around the new parking lot. The lighting will be consistent with existing site lighting and will meet the City of South Burlington lighting requirements. State of Vermont WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Case #: WW-4-0847 Environmental Protection Rules Applicant: South Burlington Effective September 10, 1982 School District Address: 550 Dorset Street South Burlington, Vermont 05403 This project, consisting of constructing to the existing 39,000 square foot Central School an 18,260 squre foot addition to bring the total school capacity to 460 students and 53 staff located off Williston Road/Corporate Way in the city of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. GENERAL 1. The project shall be completed as shown on the plans Project No. 614916, Sheet 1 of 4 "Site Plan" dated July 12, 1995 last revised 10-0-95; Sheet 2 of 4 "Proposed Catch Basin Profiles and Proposed Sewer Profiles" (for sewer profiles only) dated July 12, 1995 last revised 8-29-95; and Sheet 3 of 4 "Storm Drain, Sewer, and Miscellaneous Details" dated July 12, 1995 last revised 10-2-95 prepared by Dufresne - Henry Inc. and which have been stamped "approved" by the Wastewater Management Division. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 2. A copy of the approved plans and this Permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 3. No alterations to the existing building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply or wastewater disposal or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. Water Supply and Wastewater Disposal Permit WW-4-0847 Page 2 WATER SUPPLY 5. The project is approved for water supply by construction and utilization of the municipal water service depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. G. The installation of the water line shall be inspected by a professional engineer registered in the State of Vermont who shall report in writing, prior to occupancy, that the work has been completed in accordance with the approved plans. The engineer's report shall include, but not be limited to, the numerical results of all leakage tests performed on the water line and review of the pipe in trench before covering. WASTEWATER DISPOSAL 7. The municipal sewer collection system herein approved shall be routinely and reliably inspected during construction by a Vermont -registered professional engineer who shall, upon completion and prior to occupancy of the subject establishment, report in writing to the Wastewater Management Division that the installation was accomplished in accordance with the approved plans and permit conditions. 8. The inspecting engineer's written construction report shall include the testing data and conclusions of all infiltration, leakage, and pressure testing performed on the components of the sewer collection system, in accordance with Appendix A of the Environmental Protection Rules. Dated at Essex Junction, Vermont this 19th day of October,1995 William C. Brierley, Commissioner Department of Environmental Conservation Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission South Burlington Selectboard Water Supply Division Department of Education Department of Labor and Industry Dufresne -Henry, Inc. PROJECT: -90TtL �W UMIfOlA ' (name, address) ^ TO: r r1` la..` i ATTN: WE TRANSMIT: (j ), herewith ( ) under separate cover via -(—) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review & comment 4(-) record ( ) use ( ) THE FOLLOWING: (.) Drawings ( ) Shop Drawing Prints ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Change Order ( ) ARCHITECT'S PROJECT NO: % DATE: If enclosures are not as noted, please inform us immediately. If checked below, please: ( ) Acknowledge receipt of enclosures. ( ) Return enclosures to us. ( ) Samples ( ) Product Literature COPIES DATE REV. NO. DESCRIPTION ACTION CODE 1I17.,ei, z - . RECEIVE DV-�,,, 9 ig MY of So. Burlingto ACTION A. Action indicated on item transmitted CODE B. No action required C. Forlsignature and return to this office REMARKS n" D. For signature and forwarding as noted below under REMARKS E. See REMARKS below COPIES TO: (with enclosures) ❑ ,9 Q BY: 73 MAIN STREET 1640 �I,SSACHUSETTS AVENUE MONTPELIER, VERMONT 05602 CAMBRIDE MASSACHUSETTS 02138 (802)223-2044 - (617)661-3007 FAX (802) 223-1132 FAX (617) 661-2445 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 May 1, 1995 Marilyn Frederick South Burlington School District 550 Dorset Street South Burlington, Vermont 05403 Re: Chamberlin, Orchard & Central School Additions Dear Ms. Frederick: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact & Decision on the above referenced projects. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. S ' n ere y; r Jo Weith, Ci y Planner JW/mcp 3 Encls cc: John Hemmelgarn State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist Natural Resources Conservation Council RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD April 4, 1995 South Burlington School Dist. 550 Dorset Street South Burlington, VT 05403 Dear Applicant: Subject: WW-4-0847 ; Central School AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division ill West Street Essex Junction, Vermont 05452 Telephone #(802)879-6563 18,260sf add. to exist.school inc.of 77 students/4 staff mun water & sewer 1600 gpd 11.81A located Williston Road/Corporate Way in South Burlington, Vermont. We received your completed application for the referenced permit on 03/29/95, including a fee of $0 paid for by Check Number EXEMPT. This application falls under the Water/Wastewater: Greater than 1000 GPD Program Area, and under the Performance Standards for this program area, we have 45 days of 'in-house' time for our review of your application. If we need further information from you in order to reach a decision on your application, the time we wait for your submittal of that information does not count against the allowable in-house time specified in the performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 days in-house, please contact this office. Please note that this does not constitute receipt of your application under the requirements of Act 250. If you have questions relating to Act 250 jurisdiction, a District Coordinator may be reached at 879-6563. sincerely, -gene L. Roberge - Administrative Secretary c South Burlington Planning Commission South Burlington Selectboard Dufresne -Henry Chlorine Free 100% Recycled Paper Regional Office - Barre/Essex Jct./Pittsford/N. Springfield/St. Johnsbury City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 April 13, 1995 Marilyn Frederick South Burlington School District 550 Dorset Street South Burlington, Vermont 05403 Re: Chamberlin, Orchard & Central School Additions Dear Ms. Frederick: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the March 28, 1995 Planning Commission meeting minutes. Please note the conditions of approval including the requirement that a zoning permit be obtained within six ( 6 ) months or this approval is null and void. If you have any questions, please give me a call. Sincerely, �-` Joe Welth City Planner JW/mcp 1 Encl cc: John Hemmelgarn PLANNING COMMISSION 28 March 1995 page 12 seded b_y- this approval shall remain in effect. 2._ The plans shall_ be revised prior to issuance of a zoning_ permit to show the chancres listed below and shall require ap- proval byWthe City_Planner. _ Three copies of the appro_v_ed revised site plan shall be.submitted_to the City Planner prior to permit issuance. a._ The landscape plan_ shall be revised to remove the proposed bollardlghts since the applicant has indicated they are no lon er ro.posed,_ W c. The landscape plan shall be revised to show additional landscapinq alonq the north ro ert line. 3. A sewer allocation of 2.630 apd is approved. 4. The Planning Commissionapproves roves a landscapin credit for ex- istinq trees on the site. 5. All new exterior_ lightinq shall consist of downcasting shielded fixtures so as not to cast li ht beyond the property line. Any chap e in existing or proposed li hting shall be ap_-__ proved by the City Plannerprior to installation. 6. The a licant shall obtain a zoninq permit for the addit_i_o_n__ within six months or this approval is null and void. 7. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to occu anc of the addition. 8. An Chan e to the siteplan shall require approval by the South Burlington Planninq Commission. Mr. Teeson seconded. Motion p2ssed unanimous) . 6. Site plan application of South Burlington School District for the construction of 18,260 sq. ft. of additional space to a 39,000 sq. ft. school for a total of 57,200 sq. ft., Central School, 10 Corporate Way: Mr. Hemmelgarn said that with regard to landscaping there is a lot of existing landscaping and also a hockey rink and ballfield,. They are adding trees along the sidewalk. They will also relocate some trees along Williston Rd. PLANNING COMMISSION 28 March 1995 page 13 Supt. Chattman said the whole outside row of parking is new. This was a gravelled area and was already being used for parking. It will now be paved. Drainage has been redirected. Mr. Sheahan moved the Planning Commission approve the site plan application of South Burlin ton School District for the construc- tion of 18,260 s . ft. of additional space to a 39 000 sq. ft• school for a total of 57 200 s . ft. Central School 10 Cor or- ate Wa as de icted on a two page set of plans, page one entitled "City_of South Burling -ton School District Central School Site Plan South Burlington, Vermont " re ared b Dufresne -Henry, Inc dated February 13 1995 last revised 3 17 95, with the followin stipulations: 1. Allrevious approvals and stipulations which are not su er- seded bythisa2proval shall remain in effect. 2. A sewer allocation of 1,600 criDd is ---roved. 3. The Planning Commissionapproves a landsca in credit of $31,510 for existing trees on the site. 4. All new exterior li htin shall consist of downcastin shielded fixtures so as not to cast li ht be and the ropert line. Any chap e in existin or r osedlighting shal_1_ be_ approved by the Citv Planner prior to installation. 5. The a licant shall obtain a zoningpermit for the addition within six months or this a royal is null and void. 6. Theapplicant shall obtain a Certificate of Occu anc Com li- ance from the Administrative Officer prior to occupancy of the addition. 7. An chan e to the site plan shall -require ap roval by the South Burlin ton Planning Commission. Mr.Teeson seconded. Motion passed unanimouslv. As there was no further business to come before the Planning Commission, the meeting was adjourned at 12:30 a.m. Wednesday, 29 March. Clerk 3/28/95 MOTION OF APPROVAL CENTRAL SCHOOL I move the South Burlington Planning Commission approve the site plan application of South Burlington School District for the construction of 18,260 square feet of additional space to a 39,000 square foot school for a total of 57,200 square feet, Central School, 10 Corporate Way, as depicted on a two (2) page set of plans, page one (1) entitled "City of South Burlington School District, Central School, Site Plan, South Burlington, Vermont", prepared by Dufresne -Henry, Inc., dated February 13, 1995, last revised 3/17/95 with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. A sewer allocation of 1,600 gpd is approved. 3. The Planning Commission approves a landscaping credit of $31,510 for existing trees on the site. 4. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in existing or proposed lighting shall be approved by the City Planner prior to installation. 5. The applicant shall obtain a zoning permit for the addition within six (6) months or this approval is null and void. 6. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the addition. 7. Any change to the site plan shall require approval by the South Burlington Planning Commission. Memorandum - Planning March 28, 1995 agenda items March 24, 1995 Page 9 Lighting: Exterior lighting will consist of the following: --- six (6) 250 watt metal halide lamps on three (3) 20 foot poles. --- six (6) bollard type fixtures with 26 watt fluorescent lamps with cut-offs. 7) NOYES, NELSON & HEINDEL - ADD OFFICE SPACE - SKETCH PLAN This project consists of converting space in a detached accessory structure to office use on a site containing a 5700 square foot office building. The Planning Commission on 3/14/95 (minutes not available) reviewed a sketch plan to convert 1445 square feet of the accessory building to office space. The applicant now wishes the Planning Commission to consider either of two (2) options. Option A (applicant's preferred option) would remain as previously requested. The only exception is that with this option the applicant would propose to use six (6) parking spaces along White Place that were not shown on previous site plans but have historically been used for parking. The problem with these spaces is that they are located either partially or wholly within the r.o.w. for White Place. Option B would involve reducing the square footage of office space being requested in the accessory structure to 1200 square feet and add five (5) parking spaces on the property. The six (6) spaces along White Place would not be used. This property located at 428-434 Shelburne Road lies within the Cl District. It is bounded on the north by an office building, on the east by a single family residence, on the south by White Place and on the west by Shelburne Road. Access/circulation: Access is provided via three (3) curb cuts, two (2) on White Place and one (1) on Shelburne Road. Along White Place, the westerly curb cut is ingress only and the easterly curb cut is egress only. The Shelburne Road curb cut is egress only. No changes proposed. Circulation is adequate. Memorandum - Planning March 28, 1995 agenda items March 24, 1995 Page 8 Lighting: Exterior lighting will consist of the following: --- six ( 6 ) 250 watt metal halide lamps on four ( 4 ) 20 foot poles. The proposed bollard lights shown on the landscape plan should be removed from the plan since they no longer are proposed. 6) CENTRAL SCHOOL - ADDITION - SITE PLAN This project consists of the construction of 18,260 square feet of additional space to a 39,000 square foot school for a total of 57,200 square feet. This property located at 10 Corporate Way lies within the Municipal District. It is bounded on the north by Williston Road and four (4) businesses, on the south by undeveloped property and on the west by residences and two (2) office buildings. Access/circulation: Access is via a 30 foot r.o.w. to Corporate Way. No change proposed. There is also a gated emergency access to Williston Road. Circulation is adequate. Coverage/setbacks: Building coverage is 11.1% (maximum allowed is 30%). Overall coverage is 17% (maximum allowed is 70%). Front yard coverage is 8.2% (maximum allowed is 30%). Setback requirements are met. Parking: A total of 33 parking spaces are required and 90 spaces including four (4) handicapped spaces are being provided. A bike rack is being provided as required under Section 26.253(b) of the zoning regulations. Landscaping: The minimum landscaping requirement, based on building costs, is not being met. Proposed landscaping is $31,510 j short of the $34,450 landscaping requirement. Applicant is seeking a credit for the shortfall and will present information at the meeting to justify granting the credit. Proposed plantings include Cherry, Red Maple, Ash, Cedar, Spirea and Forsythia. �- Sewer: The additional sewer allocation needed is 1,600 gpd. WILLISTON 'TO DORSET STREET PATCHEN ROAD •• 1 y- �_. _ ' •n A ASPHALT APRON IN THE LOCATION AROUND THE SCHOOL WHICH DOES MOT ALREADYI A PESURFACE ROTTHAT ALL DOOR"ITS SILL $UITANLY BUILT LIP TO CREATE A SAFE AND AGOESSAILE INTO OR OOF THE BUILDING. s¢ SHEET C4 MRR DETAIL SEE DOTTED PATTERN REPRESENTS SED ADDRgNS TO THE ZONE Cl DISTRICT GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 '� }Try r S" ITIESE P1M/4. BE LOCATED ON am O I,. t q.:. BUILDING SEWER AROUND NEINSIALL.. PROPOSED ADDITION. AND ADD " "i.. ; OWIIER•AALL PLAYGROUND NEW MANHOLE AS NECESSARY EQUIPMENT THAT IS N CONFLICT TO CONNECT INTO [ CASTING Y , CATCH RASPS AND SACK/LL AREA wrtH TIE CONSTRUCTION Of THIS SANITARY SEWER NOTE NEW _ AS SPECEIED. CONTRACTOR n ��p.1�yy ,] R A ?'L SEVER 51MLL R R SOR 35 ASSSPECIF RESPONSIBLE FDR DISPoSK DF '�-'�� {f iK,ILf`1� jPl /p PVC PIPE N ORDER TO - MNITARI MINIMUM SLAPE J '�- ! ,1 ��' f B77D'0� E 11A1B S 5lr5 I 7T a N__ o e • •^�,y � • Ciy7 n EX '94 IDLES /AYE If 6 _•.. .w._ .-:vs.:: e ' CAST -IN -PLACE BOTTOMS. SO - . 99. .' o. :..--,-----•— CONTRACTOR MAY ELECT TO A . _ _ • --' ' ( _ 103 Q.ft42.0' F9� c ENRE TMANHlcr OLEOR MAR 2 4 19'5 SEWER :. •at.,�J j } /� }'� lVl� SHOW SERVICE IS * {_. City of So. Burling r TYPE NEWLY RELOCATED LINE S TALL 8 , BE SAME SIZE AND TYPE AS I 1 S + COST" LINE NOTE: COHTPA4'I1 pt TO MANIAN 10• SEPAIRATgN { R TANK BETWEDI WATER AID SEWER. • ` _, CONTRACTOR ro •ISULi NEW 2.000 GAL t! i SEE DETAIL A>rI SHQT CJ. FUEL OIL TANK. SEE SHEET C4 FOR I i XD MECHANICAL AND FDETAILS. DI�A:O I` � LEGEND ZONE R4 D1 DISTRICT * \ ` A► .5 EXISTING SEWER SERVICE PRa�oam 4' rJ 1 7 1 a SO SD-- EXISTING STORM DRAIN LINE 3 O1. \\ `r, ; i 3w :r Z -- EXISTING PROPOSED STORM DRAIN LINE S i PROPOSED FINAL CONTOUR PROLONG SEWER AN. MO ..� �^" . t! — "" — EXISTING EDGE OF PARKING LOT NEW cro ADO MAPIHO EPROPOSED�iNAS NECESSARY � s 1 � EXISTING 1 FOOT CONTOUR ONNECSAWARY SEWER. NOTE I , _— : ` EXISTING 5 FOOT CONTOUR DUSTING PMMANHIM —_.— s.I _�O \ — — PROPERTY LINE EXACT LOCATION IsIs BOLLAMMMIEWD IN 410 LO . -__-� Tctl^S ,� CHAIN LINKED FENCE \ , CATCH BMW PER DETAL ON SHEET CJ.� EDGE OWOODS TmoPosm GI1E TucN 0 1D27C0 FIRE LANE CONTRACTOR SMALL ENSURE PROPERII ZONE Clc' DISTRICT PW PROPOSED D WATER SERVICE lomao GRACES AROUND CATCH IWASIN To� LIGHT POLE R20.0' 400' VskTR42.0' TD ER FLOWS T NYERTso CATCH �nw _ t ' EXISTING SEWER MANHOLE o too' DECIDUOUS TREE Q CONIFEROUS TREE N/F l EXISTING CATCH BASIN Q � of �'IN �° rToN \ 0 102X0 PROPOSED SPOT ELEVATION T2x12'Xr CONCRETE PAD SCHOOL1-8°� ' — ■ PCB # PROPOSED CATCH BASIN AJlIOUNOED BY A 15' DEEP LOT SOUTHERN EDGE OF FIRE LANE. JUNI ACRES \\ BV 15' WOE B/ 5' HIGH 15• ZONE MUNICIPAL 015'TRX:T Y` DVM UW Fvac wrm CPP CORRUGATED POLYETHYLENE PIPE PW%CY Sun. AREAS BETWEEN Y m• SMALL OF "DE . �UD" AS FIRE LAW BE A If SU9MA,SE GRAMEE NOTE: KRMONT A.O.T. STATE SKC. SECTION AY �. 704.05 CO\ERED BY of TOPSOIL. �•1 SITE PLAN PROVIDED IN PART FROM To u SEEDED AM IIALIm PER �Yti BLACK RIVER DESIGN AND INFORMATION S SOP 35 PVC ROOF DRAIN l RESTORATION OF GROWTH CLASS A TO DJ•STNG ROOF LRRAN. 1,10. I _ _ SPECEY•,ATTONS. SEE DETAIL ON �'�� ` '. ♦ DIGITIZED FROM BROOKS LAND SURVEYING, INC. \ S11[ET CIS. .1 .� you .. DETAIL SHM _ 5tca C4 IN AREA SHOWN. USING Roo P9 0 28 DAYS__ o' \ ti ` �N� EXISTING SITE UTILITIES ARE NOTED AS BASED ON NINFORMATION PROVIDED TO DUFRESNE—HENRY, INC. \ `~\ •••••• — LOCATION AND/OR INVERTS MAY NOT BE EXACT, AS SUCH y THE CONTRACTOR MUST VERIFY ALL EXISTING UTIUTIES EUSTPLI tr ftlumuM. CAP `\ DaAIN. *'PROX W.TE AND RESPONSIBLE AREAS AS saw'. ODNYRAGTCR �\ \ BEFORE HE STARTS WORK. / R R[31014t3L ro OIsuTTE DRAM To LOGTIDW: DRAIN TO DK' L AFT t 1AREAS- STANDING e \ CATCH BASINS ,WO/OR OFF PAVED \.\F t � 1MT[ll WILL HOT K Ate. \ � e REEER TO SHEET C4 FOR DETAILS. �• N SEDIfS I T —,i - � _ ��\ �� N f5T00'SIF W _ i p•7.Op' � � � `` '»=..._..�.- �r��—�� a' n_ C.uP .[..._� -...� ZONE CDt DISMT7 �,�"�,f` T4Y— �Q REMOVED AND CAN BE RECYCLED AS SUB -BASE MATERIAL FOR TIE 30 FT. R-O-W TO CORPORATE CIRCLE SITE PLAN SCALE: 1"-100`-0' CITY OF SOUTH BURLINGTON SCHOOL DISTRICT Project Ito. 614916 D twl CENTRAL SCHOOL Pro). Mw- C.W.F. SITE PLAN rE.eEnr, Date MAR. 1995 vaE...,. am= Adaowrar SOUTH BURLINGTON, VERMONT B City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 March 24, 1995 Marilyn Frederick South Burlington School District 550 Dorset Street South Burlington, Vermont 05403 Re: Chamberlin, Orchard & Central School Additions Dear Ms. Frederick: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and Fire Chief Wally Possich were sent to you at an earlier date. Please be sure someone is present on Tuesday, March 28, 1995 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, Joe Weith,/�v City Planner JW/mcp Encls cc: John Hemmelgarn 'ummai��101111Ullllll' �'''°�►��U�� iillulilllllihil III��u�u►��.BLACK RIVER DESIGN March 17, 1995 Ray Belair South Burlington Planning and Zoning Assistant 575 Dorset Street South Burlington, VT 05403 Dear Ray: Thank you for your preliminary comments on the South Burlington Elementary School Projects. Please find attached five (5) copies (plus one 11 " x 17" reduction) of sheet C 1 for each of the three schools. Also attached are five copies of the bollard light design. We have made the following adjustments: Lot dimensions, lot size, bike racks, and neighboring zoning district designations have been added to all three plans. In addition, we have redimensioned the front yard setback at Central from 56.8' to 57.0'. The narrow drive at Chamberlin is intended to be one-way only and has been so indicated. If intentions were to change, it is understood that the width must be increased to a minimum 20'. The proposed bollard lights have been eliminated from Orchard and Chamberlin. The attached bollard design applies to Central School only, along the bus lane. The skating rink at Orchard will remain, though in a slightly smaller form. I believe the City Recreation Department Director is aware of this. The Civil Engineer has located catch basin #26 at Orchard so that it is not in the existing ballfield. Plans have not changed in this respect on this resubmission. We plan to discuss snow storage and landscaping issues at our hearing on March 20th at 7:30 PM. I look forward to seeing you there. 73 MAIN STREET MONTPELIER, VERMONT 05602 (802) 223-2044 No Text M E M O R A N D U M To: Project Files From: Raymond J. Belai#,Zoning and Planning Assistant Re: Preliminary Comments, March '28, 1995 agenda items Date: March 10, 1995 CENTRAL SCHOOL - ADDITION - SITE PLAN Sheet Cl should be revised to provide the following additional information: --- lot dimensions and lot size. --- bike rack as required under Section 26.253(b) of the zoning regulations. --- plan should note that the property boundary is the boundary between the Municipal District and the R4 District on the west, the CD1 District on the south and the C1 District on the east and north. Other: --- provide details (i.e. cut -sheets) for new bollards. --- the setback requirement from Williston Road is 57 feet from the existing r.o.w. Note on landscaping plan indicates that addition will only be 5618" from the r.o.w. --- fact sheet submitted with application indicates that the site will have 89 parking spaces, staff counts 90 spaces on the plan. --- plan should show a five (5) foot snow storage area along the westerly boundary between the parking area and the property line. --- landscaping proposed is $31,510 short of the $34,450 landscaping requirement. Applicant should provide explanation why landscaping credit should be given. CHAMBERLIN SCHOOL - ADDITION - SITE PLAN Sheet Cl should be revised to provide the following additional information: --- lot dimensions and lot size. --- bike rack as required under Section 26.253(b) of the zoning regulations. --- plan should note that the property boundary is the boundary between the Municipal District and the R4 District. Preliminary Memo - Planning March 28, 1995 agenda items March 10, 1995 Page 2 Other: --- access aisle along east side of addition between new curb islands should be at least 20 feet in width or used for one- way traffic only. --- provide details of proposed bollard lights. --- landscaping proposed is $25,622 short of the $30,700 landscaping requirement. Applicant should provide explanation why a landscaping credit should be given. ORCHARD SCHOOL - ADDITION - SITE PLAN Sheet Cl should be revised to provide the following additional information: --- lot dimensions and lot size. --- bike rack as required under Section 26.253(b) of the zoning regulations. --- plan should note that the property boundary is the boundary between the Municipal District and the Cl District on the west and R4 District on the north, east and south. Other: --- the proposed angled parking areas do not meet the minimum dimensions for 60o parking. Standards require a curb to curb dimension of 54.6 feet and staff scales the plan to show 48 feet. --- the 900 expanded parking area on the north side does not meet the required 60 foot curb to curb dimension, staff scales the plan to show 49 feet. --- proposed landscaping is $26,835 short of the $31,425 landscaping requirement. Applicant should provide explanation why a landscaping credit should be given. --- provide details of new light bollards. RAINBOW RUGS - ADDITION - SITE PLAN --- plan should include lot dimensions. --- a bike rack should be provided as required under Section 26.253(b) of the zoning regulations. --- proposed landscaping is $11,875 short of the $15,500 landscaping requirement. Plan should be revised to meet this requirement. The landscaping proposed for the O'Brien South Burlington Elementary Schools Zoning Permit Application Summary Sheet Municipal (Cl requirements) February 8, 1995 Requirements Central Chamberlin Orchard Lot Size 11.81 AC/514,444 SF 10.17 AC/443,005 SF 13.44 AC/585,446 SF Building Coverage Existing Condition _ (39,000 SF) 8% (37,170 SF) 8% (43,125 SF) 7% Building Coverage New Condition 30 max. (57,260 SF) 11% (58,060 SF) 13% (60,540 SF) 10% Bldg, parking, exter. storage Coverage Existing Condition _ (75,900 SF) 15% (92,590 SF) 16% Bldg, parking, exter. storage Coverage New Condition 70% max. 17% 24% 20% Setbacks • Front 40' min 56.8' 36.5' * app. 250' • Side 15' min 15.1' 82.3' 24.5' • Rear 30' min app. 290' app. 224' app. 320' Percent of front yard covered w/drives + parking 30% max 12% 25% 28% Height of Structure • Pitched roof 40' max 25' 25' 18' • Other 35' max 14' 20' 26' No. of Employees 49 50 48 No. of parking spaces • Standard (9' x 18') 2 per 3 empl. 85 75 80 • Handicap 4 4 4 4 • Total 89 79 84 Estimated Construction Cost • Building $2,694,922 $2,319,998 $2,392,549 • Sitework $110,550 $180,000 $234,400 • Total $2,805,472 $2,499,998 $2,626,949 * Variance request pending BLACK RIVER DESIGN ARCHITECTS City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 23, 1995 John Hemmelgarn Black River Design 73 Main Street Montpelier, VT 05602 ZONING ADMINISTRATOR 658-7958 Re: Sewer Allocation for Central, Chamberlin and Orchard Schools Dear Mr. Hemmelgarn: Please be advised that the City of South Burlington allocates additional sewer allocation for the proposed school expansions as follows: Central School 1,600 gpd Chamberlin School 1,715 gpd 3,315 gpd (Airport Parkway) Orchard School 2,630 gpd (Bartlett Bay) There is sufficient capacity at the Airport Parkway Treatment Facility to handle the additional 3315 gpd and there is sufficient capacity at the Bartlett Bay Treatment Facility to handle the additional 2,630 gpd. If you have any questions please give me a call. in erel , t J Weith C ty Planner Dufresne -Henry, Inc. 1 58 East State Street 0 Montpelier, Vermont 05602-3012 0 Tel.: 802 / 229 / 0711 0 Fax: 802 / 229 / 0891 February 21, 1995 Mr. John Hemmelgarn Black River Design 73 Main Street Montpelier, Vermont 05602 RE: Water Supply and Wastewater Disposal Permits for Central, Chamberlin and Orchard Schools, South Burlington, Vermont DH# 614916 Dear John: I have been in contact with Mr. Ernie Christianson, State Regional Engineer for the Agency of Natural Resources in regards to amending water supply and wastewater disposal permits for each of the above referenced schools. In our conversation we discussed the project and the type of information we will need to submit to his office for the permits, which is as follows: 1. Existing and future design wastewater flows, which are based on 20 gallons per day per student and 15 gallons per day per staff member. NOTE: Flows have NOT been reduces by 10% for low flow type fixtures. A. Central Current: 383 Students 49 Staff = 8,395 GPD 1600 Bld Capacity: 460 Students 53 Staff = 9,995 GPD B. Chamberlin Current: 318 Students 50 Staff = 7,110 GPD Bld Capacity: 400 Students 55 Staff = 8,825 GPD C. Orchard Current: 333 Students 48 Staff = 7,380 GPD Bld Capacity: 460 Students 59 Staff = 10,010 GPD NOTE: Bld capacity is based on Vermont Education Department Specifications. Corporate Headquarters: North Springfield, Vermont Area C)Mces: Greenfield, Massachusetts Westford, Massachusetts Manchester, New Hampshire Montpelier, Vermont South Portland, Maine uvq Mr. John Hemmelgarn February 21, 1995 Black River Design Page 2 73 Main Street Montpelier, Vermont 2. Letters from the City of South Burlington stating that they can supply the wastewater disposal needs of the schools. Would you please contact the City and obtain this letter? 3. Letter from Champlain Water District stating that they can supply water to each of the schools. We will determine the flows and water service upgrade needed for each school, and contact the Champlain Water District for their letter. 4. Permit Applications We will need to submit separate applications for each school. I have the blank forms, and will fill out as much of the information that I can, then I will forward them to you for your review and signature by the schools's representative. NOTE: there is no application fee, since this is a municipal project. 5. Design Plans The design plans that we will need to submit are our civil sheets and you floor plan showing the water fixtures for each school. I will contact you when. we are ready to submit the applications, for copies for your plans. I would like to get the application into the State by February 24, 1995, if possible. If you have any questions, please call. Sincerely, DUFRESNE-HENRY, INC. Carl W. Fuller Project Engineer CWF:km/hemelgm.217 ��nnro ee�n*a vy..E DH".- uvq City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 March 10, 1995 Marilyn Frederick South Burlington School District 550 Dorset Street South Burlington, Vermont 05403 Re: Chamberlin, Orchard & Central School Additions Dear Ms. Frederick: ZONING ADMINISTRATOR 658.7958 Enclosed are preliminary comments on the above referenced projects from City Engineer Bill Szymanski, Fire Chief Wally Possich and myself. Please respond to these comments with additional information and/or revised plans no later than Friday, March 17, 1995. If you have any questions, please give me a call. 5in,orely, "I /I � SAY, 4-1 Za End J. Belair, Zoning and Planning Assistant RJB/mcp Encls pc: John Hemmelgarn M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: March 28, 1995 agenda items Date: March 10, 1995 WRIGHT - MORRISSEY OFFICE BUILDING - HINESBURG ROAD Plan received February 24, 1995 is acceptable. RAINBOW RUGS - KIMBALL AVENUE Plans prepared by Trudell Engineering, Inc. dated 2/16/95 are acceptable. NATIONAL GARDENING - FARRELL STREET Plans dated December 1994 prepared by Civil Engineering Associates are acceptable. CHAMBERLIN SCHOOL - WHITE STREET 1. Storm water runoff from the expanded facilities must be controlled so that it will not overload the Hanover Street system. 2. Final plans shall include pipe invert elevations. 3. Roof drains shall connect to storm drains using inlets or manholes not teeing into pipe. CENTRAL SCHOOL - WILLISTON ROAD The relocated sewer main may require new manhole bases because the existing bases are cast in place with a minimum thickness of 12 inches making it very difficult to break through. Preliminary Memo- City Engineer March 28, 1995 agenda items March 10, 1995 Page 2 ORCHARD SCHOOL- BALDWIN AVENUE 1. The existing skating rink should remain. They were built by the City and are extensively used. 2. Catch basin #26 appears to be in the ball field play area which may be a hazard. A underdrain system in the area may be a better solution. RUTH TREVITHICK - 1751 SPEAR STREET Plans should show provisions for water supply and sewage disposal for lot U . nutb ±3urltngtvn Ntre Department '' 575 Dorset street �*uutb Nurtingtvn, Vermont 05403 i FAX: (802) 658-4748 (802) 658-7960 TO: South Burlington Planning Commission FROM: Wallace Possich, Fire Chief V"1' DATE: March 7, 1995 RE: Plans Review for March 28, 1995 Meeting I have reviewed the following site plans and my comments are as follows: 1. Trevithick Trust Dated 2-28-95 1751 Spear Street Project No. 94066-40 Acceptable 2. Chamberlin School Dated 2-15-95 White Street Project No. 614916 Acceptable 3. Orchard School Dated 2-15-95 Baldwin Avenue Project No. 614916 Acceptable 4. Central School Dated 2-15-95 Williston Road Project No. 614916 Acceptable 5. Rainbow Rug Dated 2-17-95 Kimball Ave. Project No. 95007-55 Acceptable 6. Wright and Morrissey Dated 2-24-95 Hinesburg Road Project No. 93202 Acceptable 7. National Gardening Farrell Street Project No. 94276 Acceptable SOUTH BURLINGTON I1T2M11;;� ' _ ARN 1 Existing Trees # 1. 1" Crabapple 1 2. 5" Sugar Maple 6 3.2' Norway Maple 2 4.2' Cotton Wood 1 5. 1' Spruce 1 6. 1' Birch 7 7. 1' Oak 1 8.21" Cedar 2 2" Cedar 6 Existing Shrubs 1. 3'Forsythia 3 New Trees �,, 1. 1 1 /2 " Cherry 79- S J_ 2.5" Sugar Maple, Relocated 6 3. 3" Red Maple 2 e- / j a� 4. 3" Ash 1 13 / 5. 6' Cedar 6 New Shrubs 1. Perennials 20 2. 18" Spirea -' 10 , / a � f 6 3. 18" Forsythia 10,0 / 4.24„ �o'-'�- �.P Tall hedge ►" �� .� g .� 15 12 w KEY: Calipers in inches; Heights in feet � / 7,j 50 4- = . G _ yj6 � 'qa� C as i X a1, -4 SITE PLAN CHECK LIST --- Lot drawn to scale ---/ Survey data (distances and lot size) --�/ Contours (existing and finished). --- Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. -'l Zoning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. --- Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. --- Setbacks (residential district, planned r.o.w., Interstate). --- C.O. Zone --- Bike racks --- Traffic generation --- Traffic Impact fees --- PUD/PCD standarads --- Airport Approach Cone --- outside storage/display --- F.A.R. --- Lot merger agreement Wall Pack W Series Ruud Lighting (800) 236-7000 HID 62 i F 1 t x k , ryn w 4 4 i Wall Pack Orderr f% Housing Wattage/ r Catalog y Size(sq.) Lamp Type Number ;Vrlcc 12' 13W Fluorescent, 120V MW02131 7S' 12" 13WFluorescent, 277V MW0213 2 y� 12" 26W Fluorescent, 120V MW0226-1 yQ 12' 26W Fluorescent. 277V MWO-226 2 gQ 12" 50W MH MW0405-D 140 12" 70W MH MW0407-D 136 12" 10OWMH MW0410-D 728 12" 175W MH MW0417-M 108 16" 175WMH W0417-M 132 16" 250WMH W0425-M 136 16" 40OW MH W0440-M 144 12" 35WHPS MW0503-1 96 12" 50WHPS MWO505-D 10Q 12" 70W HIPS MW0507-M 108 12" t00WHPS MW0510-M J12 12" 150WHPS MWO515-M 114 16" 250WHPS W0525-M 14� 16" 400WHPS W0540-M 156 Options: flactory-instaued) Change Add After re�ary Description Suffix To Suffix s�ddez 120V Reactor ballast,Eo i5ow 480Vballast,175-mowVH&70 i:nmHNon'vt 5 zaaddez Tri-tapballast ,,-5-4eoWMH&-i `AH-SIlipI T f4a"e'r Embedded Installation E t4 Single Fuse N :,'-',IV o.,a� t.,n r,i;,G, IF Dual Fuse,N I ,ri,or,aatwo"Mom-tAI, F $16 Quartz Standby. es011-111 delaver,vnpe)INAwth E opt0 -t40 Button Photocell '(for 120120812401277V) voltagesuffix P %2 External Photocell* uor480V)tNAweheoononr 5 P 20 Polycarbonate Lens (replaces internal tempered glass lens) V $20 Note: For 16" housings,150W maximum; For 12" housings, 70W maximum. Tamperproof Lens Fasteners J $2 Accessories: (field-installed)tPage HID67) Description Catalog Number ;VaeA4q ;Vzlce Tamperproof Screwdriver TPS-1 $12 12"housing 16" housing Wire Guard FWG-12 10 FWG-16 12 Polycarbonate Vandal Shield LS-12 12 LS-16 16 SurfaceBox SB-16 18 SB-16 $19, Wall Wash/Glare Shield WWS-12 $1,9 WWS-16 J$ Nate: All fixtures with factory -installed photocell will be supplied with single voltage ballast. (N/A with "E" option) Housing The seamless, die cast aluminum housing is standard with our exclusive DeltaGuardlm finish, featuring an E-coat epoxy primer with bronze acrylic powder topcoat. Consult factory foravailability of other finish colors. Two sizes: 12" square x 5" deep and 16" square x 6.5" deep. Optics A precision specular reflector provides cutoff wide distribution to assure wide fixture spacings and maximum light levels. The optical chamber is sealed to reduce dirt and insect contamination. Lens A clear, tempered glass lens is held securely in a die cast, recessed doorframe. The lens frame is supplied with mounting holes for field -installed accessories, such as the Polycarbonate Vandal Shield, Wire Guard or Wall Wash/Glare Shield. Please refer to page HID 67 for details on these accessories. Ballast All fixtures are standard with a high power factor ballast. Fluorescent fixtures are standard with either a 120V or 277V hpf ballast. The 35W HPS fixture is standard with a 120V ballast. The 50, 70 and 100W MH and 50W HPS fixtures are standard with a dual -tap ballast (in U.S.:120/277V, in Canada: 50W MH & 50W HPS = 120/277V; 70W and 100W MH = 120/347V). All other wattages are standard with a multi -tap ballast (120/208/240/277V). Ballast options include: 120V Reactor bal last for 50-15OW HPS; 480V for 175-40OW MH and 70-40OW HPS; Tri-tap ballast (120/277/347V) for 175-40OW MH and 70-40OW HPS. Lamps The 12" square housing accommodates 13W or 26W PL Fluorescent, 50, 70,100 or 175W MH and 35, 50, 70,100 or 150W HPS medium base lamps. The 16" square housing accommodates 175,250 or 40OW MH and 250 or 40OW HPS mogul base lamps. (40OW IN utilizes the ED28 lamp). Gasketing Complete silicone gasketing around lens frame and at mounting provide a watertight seal. 1.25"-- �-- A --I 8 Surface Box A B 5.0" 12" 6.5" 16" Labels The Wall Pack is U.L. listed for wet locations, CSAcertified, and end o- sure classified IP54 per IEC S29, Mounting The housing is supplied with four .188" clearance holes for #8 screws. Four #8 x 1" sheet metal screws and sealing washers are provided for a watertight seal. When surface wiring is required, an SB-16 Surface Box accessory is available. The S8-16 is required with 12" sq.,150 & 115Wand 16" sq. 40OW fixtures, unless mounted to a brick. concrete block or metal surface. In the U.S., 1� 900Csupplywire is required; in Canada,150°C. Embedded Installation A The 12" size through 100W and the 16" size through 250W are suitable for embedded mount in a poured concrete surface. (Quartz Standby, Fuse & Photocell options are not available with this installation). Candlepower Distribution Curve 25OW HPS Wall Pack Voltage Suffix Key: (Available voltages are listed under OPTIONS, see order chart I. 1=120V 2 = 277V 3 = 208V 4 = 240V 5 =480V 6 = 347V D = Dual -tap: In U.S.120/277V; In Canada 50W MH & SOW HPS=120/277V 70-1 DOW MH =120- 347V T = Tri-tap:120/277/347V (available on 175-40OW MH & 70-40OW HPS) M = Multi -la : 120/208/240/277V (available on 175-400W MH & 70-40OW HPS) I BLACK RIVER DESIGN 73 MAIN STREET MONTPELIER, VT 05602 COT -OFF 70 w t-w 9 4 PA- I OTC U ► lorj DATE SCALE REV. er,7 10 t1i - ?L�Q \JIL'vJ BLACK RIVER DESIGN PROJ ECT: ARCHITECT'S (name, address) �v>�tNcjit-� C�~�`�L PROJECT NO: TO: `�-tl`� '01guk t Z-- ATTN: L WE TRANSMIT: herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval (Sy distribution to parties ( ) review & comment (y4) record ( ) use ( ) THE FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order ( ) DATE: Z/ZI/ p)5✓ � f If enclosures are not as noted, please inform us immediately. If checked below, please: ( ) Acknowledge receipt of enclosures. Return enclosures to us. ( ) information COPIES DATE REV. NO. DESCRIPTION ACTION CODE Z I iJlrl�Piaiv� ACTION A. Action indicated on item transmitted CODE B. No action required C. For signature and return to this office REMARKS r t-- �-ik . D. For signature and forwarding as noted below under REMARKS E. See REMARKS below COPIES TO: (with enclosures) ❑ BY: 73 MAIN STREET 40 MA SACHUSETTS AVENUE MONTPELIER, VERMONT 05602 CAMBR GE, MASSACHUSETTS 02138 (802)223-2044 (617)661-3007 FAX (802) 223-1132 FAX (617) 661-2445 t�� %iv BLACK RIVER DESIGN ARCHITECTS City of South Burlington Site Plan Review Application For CENTRAL ELEMENTARY SCHOOL February 10, 1995 Table of Contents 1. Application 2. Zoning Summary Sheet 3. Landscaping Lists - existing and proposed plantings 4. Site lighting product information 5. Landscaping and site lighting plan 6. Civil engineering plan Application prepared by: Black River Design 73 Main Street Montpelier, VT 05602 John Hemmelgarn Keith Robinson Civil Engineering Plans lans prepared by: Dufresne Henry 58 East State Street Montpelier, VT 05602 Carl Fuller 73 MAIN STREET MONTPELIER, VERMONT 05602 (802) 223-2044 CITY OF SOUTH BU, NGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name', address, phone #) South Burlington School District, 550 Dorset Street, South Burlington, VT 05403 2) APPLICANT ( name, address , phone #) SaiTe as Above 1-802-658-9055 3) CONTACT PERSON (name, address, phone #) Marilyn Frederick, Business Manager (Same adNress and phone number as above) 4) PROJECT STREET ADDRESS. 10 Corporate Way 5) LOT NUMBER (if apP14cable) N/A 6) PROPOSED USE(S) Central Elementary School Additions and Renovations to existing school 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor)see attached summary sheet for items 0 - 410 8) NUMBER OF EMPLOYEES 9) LOT COVERAGE: building X; landscaped areas % building, parking, outside storage %' 10) COST iSTIMATES: Buildings $ , Landscaping S Other Site Improvements (please list with cost') S 11 ) ESTIMATED PROJECT COMPLETION DATE: September, 1996- 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) N/A Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 1-2 p.m. 2-3-p.m. 3-4 p.m. 4-5 p.m. ; 5-6 p.m. 6-7 p.m. 13) PEAK HOURS OF OPERATION: 7:30 - 8:30 AM, 2:30 - 3:30 PM Monday through Friday 14) PEAK DAYS OF OPERATION: DATE OF SUBMISSION DATE OF HEARING South Burlington Elementary Schools Zoning Permit Application Summary Sheet Municipal (Cl requirements) February 8, 1995 Requirements Central Chamberlin Orchard Lot Size 11.81 AC/514,444 SF 10.17 AC/443,005 SF 13.44 AC/585,446 SF Building Coverage Existing Condition _ (39,000 SF) 8% (37,170 SF) 8% (43,125 SF) 70/6 Building Coverage New Condition 30 max. (57,260 SF) 11% (58,060 SF) 13% (60,540 SF) 100/0 Bldg, parking, exter. storage Coverage Existing Condition _ (75,900 SF) 15% (92,590 SF) 16% Bldg, parking, exter. storage Coverage New Condition 70% max. 17% 24% 20% Setbacks • Front 40' min 56.8' 36.5' * app. 250' • Side 15' min 15.1' 82.3' 24.5' • Rear 30' min app. 290' app. 224' app. 320' Percent of front yard covered w/drives + parking 30% max 12% 25% 28% Height of Structure • Pitched roof 40' max 25' 25' 18' • Other 35' max 14' 20' 26' No. of Employees 49 50 48 No. of parking spaces • Standard (9' x 18') 2 per 3 empl. 85 75 80 • Handicap 4 4 4 4 • Total 89 79 84 Estimated Construction Cost • Building $2,694,922 $2,319,998 $2,392,549 • Sitework _ $110,550 $180,000 $234,400 • Total $2,805,472 $2,499,998 $2,626,949 * Variance request pending BLACK RIVER DESIGN ARCHITECTS SOUTH BURLINGTON CENTRAL PLANT LIST: Existing Trees # 1. 1" Crabapple 1 2. 5" Sugar Maple 6 3.2' Norway Maple 2 4.2' Cotton Wood 1 5. 1' Spruce 1 6. 1' Birch 7 7. 1' Oak 1 8. 21 " Cedar 2 2" Cedar 6 Existiny, Shrubs 1. 3' Forsythia 3 New Trees 1. 1 1/2 " Cherry 7 2. 5" Sugar Maple, Relocated 6 3.3" Red Maple 2 4. 3" Ash 1 5. 6' Cedar 6 New Shrubs 1. Perennials 20 2. 18" Spirea 10 3. 18" Forsythia 10 4.24" Tall hedge 15 KEY: Calipers in inches; Heights in feet �IIIIIIIIIUIII��uH��) "''��!�i'�IllliIil�IIEGi�ll@III►►►fuo�"'� 1 � 56 � q 515 BLACK RIVER DESIGN PROJECT: ,7 C�� /�, ARCHITECT'S � (name, address) C" vw., c l-W-1,6 PROJECT NO: DATE: �-) -i �' TO: rev�V��If enclosures are not as noted, please inform us immediately. If checked below, please: ATTN: l I ( ) Acknowledge receipt of enclosures. Return enclosures to us. WE TRANSMIT: ( erewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) rev* w & comment ( ) record ( use ( ) THE FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order ( ) COPIES DATE REV. NO. DESCRIPTION ACTION CODE G N1fi 11 �61HOOLI ZAP ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS ;4 a f A 2 11City Of Rn ly�i5 0tAn �vr� COPIES TO: (with enclosures) El D BY:� 73 MAIN STREET 1640 MASSACHUSETTS AVENUE MONTPELIER, VERMONT 05602 CAMBRIDGE, MASSACHUSETTS 02138 (802)223-2044 (617)661-3007 FAX (802) 223-1132 FAX (617) 661-2445 Fjlt.LI'.t.H fl� R fIs. Le 0 1 � `�rrrc CcN��c�Y .\Q ` TL SCALE P -40-d DATE Q•nb '15 DRAWN BY JP CHECKED BY ��- ASPHALT APRON CONTRACTOR TO INSTALL A 5' WIDE ASPHALT APRON IN THE LOCATION WILLISTON ROAD AROUND THE SCHOOL WHICH DOES GRAPHIC SCALE TO DORSET STREET NOT ALREADY NAVE A PAVED SURFACE, To PATCNEN NOTE THAT ALL DOOR EXITS SHALL BE ISOR 35 PVC' SUITABLY BUILT UP TO CREATE A SAFE AND ACCESSIBLE STEP INTO OR OUT OF 100 0 SO 100 200 400 t l,m ,^,P THE BUILDING. SEE SHEET C4 FOR DETAIL. ® , �, NOTE: DOTTED PATTERN REPRESENTS RN 01. .n :. _....:_...rAu:y,,w � .,., PROPOSED ADDITIONS TO THE SCHOOL (TYPICAL). CONTRACTOR TO REMOVE EXISTING I CATCH BASINS AND BAC KFILL AR 1 AS SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF CONTRACTOR TO REDIRECT - x" S_R BUILDING SEWER AROUND PROPOSED ADDITION, AND ADD NEW MANHOLE AS NECESSARY TO CONNECT INTO EXISTING SANITARY SEWER. NOTE: NEW SEWER SHALL BE 10' SDR 35- PVC PIPE IN ORDER TO MAINTAIN MINIMUM SLOPE `:C �e REQUIREMENTS.lam Ty. Ic ... i y'rwficuo CONNECTION OF ALL EXISTING ROOF - DRAIN INTO NEW STORMWATER t - i DRAINAGE SYSTEM. NOTE: ALL ROOF DRAINS MAY NOT BE LOCATED ON PLAYGROUND EQUIPMENT CONTRACTOR SHAM REMOVE AND 'lNr CATCH RASIN REINSTALL AT A LOCATION DIRECTED LTF-�.' CONTRACTOR TO REMOVE EXISTING BY OWNER, ALL PLAYGROUND �=' R -1"" CATCH BASINS AND BACKFILL AREA EOUIPMENT THAT IS IN CONFLICT AS SPECIFIED. CONTRACTOR 5 RESPONSIBLE FOR DISPOSAL OF WITH THE CONSTRUCTION OF THIS PROJECT. ALL REMOVED MATERIAL _ i ? — CONTRACTOR TO REDIRECT BUILDING SEWER AROUND PROPOSED ADDITION, AND ADDNEW MANHOLE AS NECESSARY TO CONNECT INTO EXISTING SANITARY SEWER. NOTE: EXISTING SEWER MANHOLE IS BURIED IN PARKING LOT. EXACT L TION IS UNKNOWN. R40. - R20.0' DUMPSTER PAD FENCIDEEP a CONTRACTOR TO INSTALi I2'X12'X65 CONCRETE SURROUNDED BY A 15'v 15' WIDE 13Y 6' HIGCHAIN KNG LOTBY LINK FENCE WITHPRNACY SLATS. AREASFENCE AND PAD SHALL9111D_ WITH6'OF 3/4 _ CONTRACTOR TO CONNECT NEW 6 SDR 35 PVC ROOF DRAIN f% TO EXISTING ROOF DRAIN. { �+YA 1h� EAkSMw 1: ALL'MIYVM "•67 ass TRiX DPPoN. APFPO)IMATE i.O:AP.O?v: ORAiN TJ DAMLIGHT 2 Al, AREA OF EXISTING MANG ALL EXISTING PAYING SHALL BE REMOVED AND CAN BE RECYCLED AS SUB -BASE MATERIAL FOR THE ACCESS DRIVE AND PARKING AREAS. o tOIDm FIRE LANE 102710 ,e.a CONTRACTOR TO RELOCATE 'r-180. OF FENCE TO SOUTHERN E z m 101. I � r k k Co I RIM 01. o NEW CATCHAN PC8'S 1-9 _ OOX CONTRACTOR SHALL INSTALL NEW CATCH BASIN PER DETAIL ON SHEET Cl CONTRACTOR SHALL ENSURE PROPER j GRADES AROUND CATCH BASIN TO ENSURE I WATER FLOWS TO CATCH BASIN, AND R42A' 0 TO CONFIRM ALL INVERTS SO THAT STORM WATER FLOWS OFF SITE. N/F crtY a same BURLINCIW SCHOOL OISTRiCT I CONTRACTOR SHALL INSTALL CURBING I CONTRACTOR SHALL INSTALL CONCRETE WALKS IN AREA SHOWN, USING 35M PSI 4 O 28 DAY CONCRETE, PER THE DETAIL �I SHOWN ON SHEET C4. q' 70 rt. R-O-W TO CORPORATE CIRCLE AREA DENOTED AS FIRE LANE SHALL BE A 12" SUB -BASE GRAVEL AS PEP, VERMONT A.O.T. STATE SPEC. SECTION 704.05 COVERED BY 4' OF TOPSOIL, - SEEDED AND MULCHED PER RESTORATION OF GROWTH CLASS A SPECIFICATIONS. SEE DETAIL ON SHEET-C4. CONTRACTOR IS TO ESTABLISH ACCESS ROADS t AND PARKING AREAS AS SHOWN. CONTRA, -,TO IS RESPONSIBLE TO ENSURE DRAINAGE TO CATCH BASINS AND/OR OFF PAVED AREAS.` STANDING WATER WILL NOT BE ACCEPTED. REFER TC SITE PLAN SCALE: 1•_100'-e A ( IN FEET ) 1 inch = 100 ft. LEGEND s s ---- EXISTING SEWER SERVICE `SD - EXISTING STORM DRAIN LINE .................._........ l .... EXISTING UNDERGROUND UTILITY PROPOSED STORM DRAIN LINE PROPOSED FINAL CONTOUR — - — — — — — — - EXISTING EDGE OF PARKING LOT --- ------ ---- --------------------- _____------ ------ EXISTING 1 FOOT CONTOUR EXISTING 5 FOOT CONTOUR PROPERTY LINE \ 0 CHAIN LINKED FENCE EDGE OF WOODS \ LIGHT POLE = 1 EXISTING SEWER MANHOLE DECIDUOUS TREE ,I CONIFEROUS TREE EXISTING CATCH BASIN 102X0 PROPOSED SPOT ELEVATION 3 ! PCB # PROPOSED CATCH BASIN f CPP CORRUGATED POLYETHYLENE PIPE , 1, NOTE: SITE PLAN PROVIDED IN PART FROM BLACK RIVER DESIGN AND INFORMATION DIGITIZED FROM BROOKS LAND SURVEYING, INC. CITY OF SOUTH BURLINGTON SCHOOL DISTRICT Project No. 61491 [D:Milm kw. CENTRAL SCHOOL Prof. Mgr. C.W.F. °." SITE PLAN Dato FEB. 1995 nI.m Devoe waoan.m AEaoom►m SOUTH BURLINGTON VERMONT B HID 56 Vertical Forward Thr4 Light VFT Series �1 lSiy� � r a }`"Jill <"1% t t ve�'t'k2:1i v,rl /1 ' jr1�,VeticaIForward Throw r Light B"Extended Pole Mount ,h Vertical ForwardThrowLightOrder I 1 Housing Wattage Fixturelf t'0ie*w Mounting Code Size(scl Lam (add mounting code) ;Clraaa (InsedCode at'inFixture #) 4ddcz 22" 250W MH VFT_492-M S259 =1 1/2" Close Pole Mount 4 22" 40OW MH VFT_494-M 266 _ =6" Extended Pole Mount 8 22" 1000W MH VFT-499-M 338 .'.'= Wall Mount $16 7' 250W HPS VFT-592-D 270 _ = Without Mounting (factory-ddded) $2 22' 40OW HPS VFT7594-M 278 Voltage Suffix Key: (Available voltagesare listed under OPTIONS) 1 = 120V 2 = 277V 3 = 208V 4 = 240V 5 = 480V 6 = 347V T = Tri-tap:120/277/347V M = Multi -tap: 120/208/240/277V Options: (factory -installed) Change Add After P-A" Description Suffix To Suffix f{ddez 480V ballast 5 xa ctdde'r Tri-tap ballast T cca addez Single fuse (120V, Dual -tap or Tri-tap) F Dual Fuse (480V or Multi -tap) F 16 Quartz Standby (includes 15OW 0 lamp) (non delay -relay type) 40 Button Photocell* (for all except 1000W w/120V and all 480V) voltage suffix P $12 External Photocell" (factory installed) For fixtures w/1000W,120V 1 P $16 For fixtures w/480V 5 P 20 Note: All fixtures with factory- installedphotocelIwill be supplied with single voltage bal last Accessories Catalog Number Pwle4y;'reee Backlight Shield SBL-22 t6 2-Level lighting option available for 250 thru 40OW fixtures. See page HID 98 for order information. Housing The seamless, die cast aluminum housing is standard with our exclusive DeltaGuardlm finish featuring an E-coat epoxy primer and medium bronze acrylic powder topcoat Consult factory for availabilityof other finish colors Size: 22" square x 9" deep. Back box adds 2" to the overall height of thefixture. Optics The VFT Series fixture features a 700 main beam. Inside the housing, the lamp is tilted 200 from vertical toward the house -side of the fixture. The Vertical Forward Throw is ideal foruse inwideroadwayareas,car lots, and large parking areas. It provides good house -side cutoff, low nadir candlepower and great forwardand lateral distribution. Lens A clear sag lens (acrylic on 250 and 400W fixtures and glass on 1000W fixtures) is held securely in a recessed, die cast doorframe. The sag lens allows the tilted lamp to be positioned properly. The lensframe is supplied with mounting clips for the Backlight Shield accessory. See page HID 67 for details. Ballast All fixtures are standard with a high powerfactor, multi -tap ballast (120/208/240/277V). Ballast options include: 480V and Tri tap (120/277/347V). An energy efficient low loss 277V ballast is available on many Metal Halide fixtures —consult factory. Lamps The Vertical Forward Throw Light accommodates 250,400 and 1000W MH or 250, or 40OW HPS mogul base lamps. (An ED28lamp is standard in 40OW MH fixtures; a BT37lamp is standard in 1000W MHfixtures.) ,LriC f*# 70&aed Gasketing Complete silicone gasketing around lens frame and at mounting provide a watertight seal. Labels The Vertical Forward Throw Light is U. L. I isted for wet locations, CSA certified, and enclosure classified IP54 per IEC S29. Mountings Close Pole Mount. ■ Mounting Code 1 ■ Extruded aluminum mounting arm attaches fixture in a fixed horizontal position to the side of a square pole. A steel backing plate inside the pole secures the fixture. The arm measures 11/2" L x 41/2"H. Extended Pole Mount . ■ Mounting Code"2' ■ Extruded aluminum mounting arm attaches fixture in a fixed horizontal position to the side of a square pole. A steel backing plate inside the pole secures the fixture. The arm measures6' L x 41/2" H. Wall Mount A ■ Mounting Code "W" ■ Cast aluminum mounting box with gasket attaches in a fixed position to the side of fixture, utilizing threaded mounting studs supplied. Provided with 4 threaded and closed 112" conduitentries. F3 Me;� Beam rT� CutawayW view of a 250 MH Vertical Forward Throw light, showing the lamp positioned 20° from vertical and the main beam directed 70- from nadir. Candlepower Distrihufinn MH Vertical Forward Throw light. Lamp is tilted 20° from vertical. RUUD LIGHTING ay v cvv - a iuvuvv 1v111 --al vvivvalu 1111 VVI llyllt. JIIVWIIIY LIIC Idlllp positioned 20, from vertical and the main beam directed 70, from nadir. Cast aluminum, gasketed box supplied on 40OW HPS and 1000W MH fixtures. 120' 100' 60, 60' 40' 20' o' 20' 40' 60, 60, ,00' 120' 140' Pole Spacing Example This chart shows light levels from Vertical with mounting wattForwardes, hrow spacings and wattages, spacings and mounting heights. The test area represents 4 out of 16 poles used in this typical layout; each pole has 2 fixtures el 01 vertical tilt. (The ibutiondle frolevelsshown include contribution from fixtures surrounding the test area.) ---X _ _ TEST Y /AREA — Catalog Lamp Number Type Lumens Height Pole Average Spacing (X) x (Y) Initial F.C. VFT1492 25OW MH 21,000 20' 100' x 120' 2.42 25' 125' x 150' 1.52 VFT1494 40OW MH 36,000 20' 100' x 120' 4.14 25' 125' x 150' 2.6 30' 150' x 180' 1.8 VFT1499 1000W MH 110,000 25' 125' x 150' 7.75 30' 150' x 180' 5.4 35' 175' x 210' 3.89 40' 200' x 240' 304 VFT1592 250W HPS 28,000 20' 100' x 120' 322 25' 125' x 150' 1,99 VFT1594 40OW HPS 51,000 20' 100' x 120, 5.87 25 125' x 150' 3.68 30' 150' x 180' 2.55 35' 1 75'x 210' 1.85 0' Isofootcandle plot of two 40OW MH Vertical Forward Throw Lights at 25' mounting height, and 00 vertical tilt. 120' 100' 60' 60' 40' 20' 0' 2040' 60' 60' 100' 120 Isofootcandle plot of one 40OW MH Vertical Forward Throw Light at 20' mounting height, and 0° vertical tilt. 120' 100' 60' 60' 40' 20' 0' 20' 40' 60' 60' 100' 120' 120' 100' 60' 60'. 40' 20' 0' 20' 40' 60' 60' 100' 120, 80' 60' A0' 20' o' 20' 40' Isofootcandle plot of one 40OW MH ►sofootcandle plot of one 40OW MH Vertical Forward Throw Light at 25' Vertical Forward Throw Light at 30' mounting height, and 00 vertical tilt. mounting height, and 0° vertical tilt. TOLL FREE HELPLINE! Have a question about your order? Call Customer Service at (800) 236-7000. i