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Home My WebLink AboutBATCH - Supplemental - 0100 Kennedy DrivePLANNING & ZONING August 19, 2016 Re: #SP-16-52 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced 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 aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburl.com south curl 1', cf, o'l PLANNING & ZONING Permit Number SP- X - (office use only APPLICATION FOR SITE PLAN REVIEW ED Administrative ❑ Development Review Board 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Manor Woods Association 100 Kennedy Dr. South Burlington, VT 05403 C/O BAM Property Management Attn: Beth Muller PO Box 1023 Milton VT 05468 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 9/6 Pg.164-165 (4) 1028 Pg. 137-138 (5) 3. APPLICANT (Name, mailing address, phone and fax #): BAM Property Managment Attn: Beth Muller PO Box 1023 Milton VT 05468 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Civil Engineering Associates, Inc. Attn: Steve Vock 10 Mansfield View Lane South Burlington VT 05403 4a. CONTACT EMAIL ADDRESS:: svock@cea-vt.com 5. PROJECT STREET ADDRESS: 100 Kennedy Drive South Burlington VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0970-0010 (units 4 & 5) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): This project purpose is to improved drainage to Buildings 4 and 5. The existing asphalt walkways are to be replace and new storm lines are to be installed to aid in the drainage along the walkway and collect roof runoff. b. Existing Uses on Property (including description and size of each separate use): The existinq vropery use is existinq residential condominiums. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No change in use is proposed as part of this project. d. Total building square footage on property (proposed buildings and existing buildings to remain): No change to the existing building square footage is proposed as part of this project. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change is proposed to the building height or number of floors as part of this project. f. Number of residential units (if applicable, new units and existing units to remain): No change is proposed to the number of residential units as part of this project. g. Number of employees (existing and proposed, note office versus non -office employees): No change to the number of employees is proposed as part of this project. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This project does not lay in any Overlay Districts. Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 396.333 Existing 15 % / Proposed 15 % / Sq. Ft. 61,548 sq. ft. 61,548 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 34 % / 133,374 sq. ft. Proposed 34 % / 133,330 sq. ft. c. Front yard (along each street) Existing 8 % / 3,233 sq. ft. Proposed 8 % / 3,233 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 10,500+- * * 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: $ 0.0 $ 50,000 c. Other site improvements (please list with cost): replacement of existing asphalt walkway, installation of storm lines and 6 catch basins. 10. ESTIMATED TRAFFIC a. 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: August 2016 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy 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 in accordance with �the lJcit`y's fee / schedule. $153.00 nV/1 akrtl 4A" /� f/(PAk�/11 / / / Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROI'ER'I*N'O%N NERS: Notification of adjoining property awners- in accordance %ith 1-4 V.S.A- §4464(a) and Section 17.06(B) ol'Ibc South Burlington Land Ik-,,,-c.lopTwnt Ree.ulations, is the. rcsponsibility of the applicant. After deeming an application complete, the AdminisMative Officer will provide the applicant with a draft meeting agend&-s or puhlic hearing notice and sample certificate The sworn certific�ate ofs,-em-ice shall be retuned to tip City prier to the start of any public hearing. I hcrehv certify that all the information requested as part of this application has been submitted and is accurate to the best of my kno'Medge. 'A SI -j, Al'I'LICAN (9tA4- IA LA3.A SJ(;NAl'URE OFPROPF'RT'y* OWNER 11RINTNAME Do not �% rite below this line I)A*'I'E 01: SUBMI'SSION [ORITY: F-1Dk--%,CloP3IIcjIt Reviev'. Board I fi-n (- --t,vie%% ed this q!tc plan applicalionand find it to be: :lumtnisvau ' x0ffice7 frlc(.T 2A�Onunisqrative OtTicer 7 Da:C The Uj)j;II:LVfII or peryniifee refajav Ou.- obligalion to identi)i, qpp.fi)r. and oblain relevant vaie 12ermitv fi)r this I;rqject. Call $79- 56 -16 iosptwk sc ith the regional Permit Ll;pecialist. &Ie Pfarr AVPk*-SWVI FCM Rev 12-2011 ray From: Dave Wheeler Sent: Monday, August 01, 2016 12:49 PM To: ray Subject: RE: Manor Woods - Site Plan Application Ray, The Stormwater Section has reviewed the "Manor Woods Buildings #4 & #5" site plan prepared by Civil Engineering Associates, Inc., dated 3/21/16. We do not have any comments. Regards, Dave Da -id P_ I;Iieeler .A_szztant Stormxvatef Superintendent pastment ofPublic Worll s * cityof South. Burlington 802) 6,5 9-7961 Ext 113 Notice -Under Vennont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning C itv business, concerning a City official or staff, or containing information relating to City business are likely- to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Tuesday, July 26, 2016 12:50 PM To: Dave Wheeler <dwheeler@sburl.com> Subject: FW: Manor Woods - Site Plan Application Dave, See attached plans. They were just submitted for approval to make stormwater improvements. Please let me know your comments and if you would prefer a hard copy, let me know. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: Mary Ann Burke [mailto:mburke@cea-vt.com] Sent: Tuesday, July 26, 2016 9:01 AM To: ray <ray@sburl.com> Subject: Manor Woods - Site Plan Application Ray, Please find attached a pdf of the plans for the Manor Woods drainage improvements and a pdf of the site plan application. Amy will be dropping off the hard copies of the plans, application and fee later today. Mary Ann Burke Civil Engineering Associates, Inc. 802-864-2323 x304 0 J 0 u CL O V C O C (O U r-I In m l/1 Q LiJ V r.� ;,yWrtsll„.•� ,..,T:,,xss">�MdD NOTES I UTILITIES SHOWN 00 NOT PURPORT TO CONSTITUTE OR REPRESENTALL'- UTILITIES LOCATED UPON OR ADIACENT TO THE SURVEYED PREMISES. i) EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE i REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (688-344-7233) PRIOR TO ANY CONSTRUCTION. 2 THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 4 SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL Ir, ENGINEERING ASSOCIATES, INC AUGUST2015AND FEBRUARY2018.CML , ENGINEERING ASSOCIATESM , /NC. SURVEY ORIENTATION IS NOR, r VERMONT COORDINATE SYSTEM OF 18B3 (HORIZONTAL) AND NAVD88 F , (VERTICAL) ESTABLISHED FROM GPS OBSERVATIONS ON SIZE. 90 -4w t^ rr NE Y DRIVE N - ZONING DISTRICT: RESIDENTIAL 7 REQUIRED EXISTING PROPOSED LOT AREA 6,000 / UNIT S.F. 396,333 S.F. 396,333 S.F. ^ / FRONT SETBACK 30' 8 No change �! SIDE SETBACK 10, 28' No change 1 SIDE SETBACK icy35' No change "�- r��s�RRRRa BUILDING COVERAGE 30% 15% 15% LOT COVERAGE 40% 34% 34% L SITE ENGINEER: r CIVIL ENGINEERING ASSOGATES INC T0Ai4N DYEWLW SOMI&A WM VTO W .oz.Dsatm� FA[ �orrsoasrTr ..n .,w.a�n.o. CDPYODN[ Au roman s>tmam 06AfN MAB 3c�c® AV Ledo.® SAV CLIENT: MANOR WOODS ASSOCIATION 100 KENNEDY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: MANOR WOODS BUILDINGS #4 & #5 100 KENNEDY DRIVE SOUTH BURLINGTON, VT SOUTH BURLINGTON LOCATION MAP I'm 2000 DAT! CHECIDID 16e1810N 0]l]PIIOtD 34V I BID., I W OVERALL SITE PLAN ft. DBAl11NC NDIDDDI 0312112016 euu 1"=50' C1.0 PB04. NO. 15111 LEGEND ioo EXISTING CONTOUR EXISTING RAIL FENCE EXISTING PAVEMENT — -- — ST — IWS77NG STORM -- — EXISTING SWALE O O EXISTING CATCH BASIN EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS Jill 7EMPORARYBENCHMARK SPIKE IN fir PINE ELEV. = 993.40 ,S' PME EXISTING BUILDING #4 �1 _ � v v .. / ` THRESHOLD 983.71 / I SEDGE EW DUSTING J lop 4pp 4" aP3 �A 4-1 4101 40 I0 S*—�- �ST—�—�-ST'� ir � ,![FMB fT•Cf4AR 'VLOOUSPCR4N T-TRAN.SR FORMERS �Q t7 tOClRT B LOCUST I"II,v— EDGE OF EXI OTING ° a?" + /8r �° SIDEWALK m q�3 °� d RdAA THRESHOLD M.Bx NOTES 1. UDLDIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THECONTRACTOR SHALL FIELD VERIFYALLUTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE MB5J44-7233) PRIOR TO ANY CONSTRUCTION. 2. THIS PLAN IS NOTA BOUNDARYSURVEYAND IS NOT INTENDED TO BE USED AS ONE. 4. SITE INFORMATION IS BASED ON AFIELD SURVEYPERFORMED BY CIVIL. ENGINEERINGASSOCATES, INCAUGUST 2015 AND FEBRUARY 2016. CML ENGINEERING ASSOCIATES, INC. SURVEY ORIENTATION IS'GRID NORTH, VERMONT COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVOBB (VERTM_ALJ ESTABLISHED FROM GPS OBSERVATIONS ON SUE a d "I ° ° °I EXISTING PATp _y SITE ENGINEER: 0 CIVIL ENGINEERING ASSOCIATES. INC. 10 VANSRELDYIEWIAW SOUTHBU%MTON, VT O5403 rpm ti INV.-997.7 B0T4642— FAX'8d1d8F]TT, ne5: •nw.creo-N.mm MAB cr ,a HEnxocX � p SAV � � umn0veo SAV 15,pm iSPI+F CLIENT: MANOR WOODS ASSOCIATION ,rm. 100 KENNEDY DRNE rf / % SOUTH BURLINGTON VERMONT 05403 G II re'rrNE PROJECT: MANOR WOODS BUILDINGS #4 & #5 � s I S�CMP 003.5 • PVC T RIM 2693.1 I / INV. - 003.5 INV IN=992.1 (4• PVC) INV. Q IT = 991.1 (4- PVc) 100 KENNEDY DRIVE ° SOUTH BURLINGTON, VT irl • •Y ` ` r �•%fA. Win' I •J i7J I" �4 9YL94 hDB&B ° EDGEOFEJf nNG COW PATIO � A d ° EXISTING BUILDING #5 THRRESHOLD MAt PAVED SWALE I 5• CMP I INV =997.4 GRAPHIC SCALE IN FEET ) I inch - 10 1L IT CMP INV.=997.8 40'` 0s 1 11 SOUTH BURLINGTON LOCATION MAP ,• = zaov ' wn 'c,le�m' wvm,on o3/nrio,o S1v Bro SET EXISTING CONDITIONS SITE PLAN D11f DBAMC NUI®61I 03/21/2016 1"=la Cl-/ .-1� 15111 LEGEND ,w BUSTING CONTOUR ��D D BUSTING FENCE OUSTING PAVEMENT - - - - sT - OUSTING STORM O ❑ BUSTING CATCH BASIN BUSTING SIGN OUSTING DECIDUOUS TREE OUSTING CONIFEROUS TREE EDGE OF BRUSHIWOODS PROJECT BENCHMARK O ❑ PROPOSED CATCH BASIN UD PROPOSED UNDERDRAIN ST PROPOSED STORM DRAIN TEMPO RARYBENCNM4RK SPIKE IN l PINE ELEV. - M,110 ,e FVSE EXISTING BUILDING #4 THRESHOLD 993.7x d _ ^ :• SDR 38 PVC FOR a d e MAINTAIN Y.' REVEAL AT PATIO EDGE (TYP.) CAPPED NEW CbW4 FUTURE RCOFARAT (ryP FOR 3, LOCATION AT EXI$11N0 RIM-992.3 SHEET FLOW INV.=8B7.S COLUMNS CAP AT SURFACE) NEW EDGESIDEWALK EXISTING ) _.. .. ..... ......... ...__....... JI NV.=284.0�.1.._ SIDEWALK I i - ...... g e" STIR 35 PVCY y SDR 35 y / UD e' SDR 35 PVCD.... a a PVC N. = UD ... ..........._. ....... ~ �- 993 .NEW CBYS / I NEW CB*6 �/ 893 f- -+- -� RIM=992.3 DRAINAGE STONE RIM 992.3 s PER DETAIL INV. 988.4 994 jr 5'}U�} 1T SRAW INV.=986.0.� f2'SNNP D`5 BOULDER (lYP-) / STONE- / O R71 L �yT O PER DETAIO so O iTL ` is LOIXAi� Wl. 2, TRA CONCRETE -� 0 p � 2-TRANSFORMERS,,. ,� 01P LOCUST `Ua�a OC�6T 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 VERIFYALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-34a7233) PRIOR TO ANY CONSTRUCTION. 2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SNALL 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 COMPLE7ON OF THE PROJECT. 4. THE CONTRACTOR Sh4U REPAIRIRESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 8. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMOS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL TFEMS AND MATERIALS WWRPOR47ED 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 aFWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTORS RESPONSIBILITY. 11 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O. W. WITH TOWN AUTHORITIES. 13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14. OUSTING PAVEMENTAND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFFSITE 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 ON THE REM IN QUESnON. 18. PROPERTY LINE INFORMATION IS APPROXIMAT£AND BASED ON OUSTING TAX MAP INFORMATION THIS PLAN IS NOTA BOUNDARY SURVEYAND IS NOT INTENDED TO BE USED AS ONE. 17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLO W PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AW WA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL 18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. _. eDGE OF BUsnNG SIDEWALK 999 988 - 999 ° CAPPED 4' SDR 35 PVC FOR ° FUTURE ROOF DRAINS (TYP.,, MAINTAIN Y." REVEAL AT PATIO EDGE MR) FOR 3, LOCATION AT EXISTING a EDGEOF E10.ST8K3 GONG: RATIO COLUMNS CAP AT SURFACE) ° ° IHRESHOLD 999.81 EXISTING BUILDING #5 - � e• Pvc wv.=NI87.7 ,Q I 471 ,s idGiOdc I 17 PIE I I � I �h d EDGE OF NEW PAVEMENT I / EDGE OF EESTING PA110 PER DETAIL .... ...... ..................... + 993 2 Un- e sruNv 1 N �7 NEW CB#3 9D8 RIM-993.0 ,C PWE INV.-088.0 1 09B CLOOL6i d ° o d THRESHOLD 902.81 8' SDR 35 PVC MATCH EXISTING `= 0.1y UD GRADE S%TON 99B " DRAINAGE SWALE N NEW CBN2 PAVED SWALE RIM=994.8 TO BE REMOVED B'CARP N INV=997.4 I TO BE REMOVED B89 NEW CBN2 6 CARP RIM=997.3 INV=9978 g� INV.=992.3 TO BE REMOVED EDGE OF NEW PAVEMENT PER DETAIL GRAPHIC SCALE ( IN TSCL' ) 11-h - 10 fL SITE ENGINEER: c CIVIL ENGINEERING ASSOCIATES INC, 10 M4NSRELD VIEW VILE, SOUM&MLMGTDN, VT 06M fD2.9fi1-2921 FAX' Sp2-0DF12)1 xeE: w,w.cewLmm .. DR,,111AA11pp ISO SAV 1PPROY® SA V CLIENT: MANOR WOODS ASSOCIATION 100 KENNEDY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: MANOR WOODS BUILDINGS #4 & #5 100 KENNEDY DRIVE SOUTH BURLINGTON, VT SOUTH BURLINGTON LOCATION MAP I. = 2000 "SIT PROPOSED CONDITIONS SITE PLAN 01TA RAiINc nuYDaR 0312112016 sc�!A r=la C1.2 15111 EXISTING 2. GRADE 18' TO 24' (SEE GRADING -- ---- F1 --- TO BE USED PRIMARIL\\/�/\ WHERE SLOPE EXCEE STONE FILL STABILIZATION FABRIC TYPE 1, 12' THICK MIN. TYPE II, 24` THICK MIN. STONE LINED DITCH n-ms RN!VIBED ane/m1e N.T.S. MARKER POST --- 8' METAL T POST GREEN ENAMEL PAINT / UNDERORAIN OUTLET TYPE I RIP RAP CULVERT STONE OUTLET UNDERDRAIN OUTLET DETAIL N.T.S. BT021 24" A 24' C.I. GRATE w/4 FLANGED FRAME (OR APPROVED EQUAL) FINISH GRADE SET FRAME ON FULL MORTAR BED WATERTIGHT JOINT USING 1-MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES WSEAL w/ HYDRAULIC CEMENT NOWSHRINK GROUT) MORTAR, OR CAST -IN -PLACE FLEXIBLE M.M. SLEEVES 8"O SDR 35 PVC PERFORATED PIPE PRECAST CONCRETE W/ MONOLITHIC BASE b 11 it� K MIN. CRUSHED GRAVEL PRECAST MANHOLE STRUCTURES` USE 30" SO. STRUCTURE / GRATE SHALL CONFORM TO ASTM SPEC. WHERE PIPE SIZE DICTATES C478 (LATEST EDITION) 2x2 CATCH BASIN N.T.S. STAO1s REW SED TYZ32014 TOPSOIL, RAKE, APPROVED BACKFILL GEED i MULCH THOROUGHLY COMPACTED UNPAVED PAVED IN W LIFTS NOTES: O ° p 1. COMPACTION OF BACNFILL AND BEDDING SHALL HE MINIMUM OF MI5%UNDERROADWATSUNFI10ES1OF p 0 DENSITY DETERMINED IN THE STANDAIID MAXIMUM GIRT r°oCaa PROCTOR TESF(ASTM 04W). ' S. WDDNG NATERIAL SHALL NOT BE PIACED ON FROZEN SUBGRAOE. 9. APPROVED BAC— SHALL NOT COMAIN ANY STONES MORE THAN 1T Ix LARGEST DIMENSION W IN ROADWAY3,1 — MAIONUM OMMETFA WITHIN Z4' OF THE OUTSIDE OF THE PIPE), OR CONTAIN ANY FRI—N, WET, OR ORGANIC MATERIAL 4. TRENCHES SHALL W COMPLETELY DE—ED PRIOR TO D+2' PLACING OF PIPE BEDDING MATERIAL AND KEPT PEWATERED DURING INSTALLATION OF PIPE AND BACN STORM LINE, SEE PLAN A. IN TRENCHES WI TN UNSTABLE MATERIALS, TRENCH BOTTOM BY PIKEMENT OF FILTER FABRIC FOR TYPE AND SIZE SWILL FIRST BE STABILUED TNEN CRUSHED STONE (3/V —UM). DO °p PIPE BEDDING STHESIDESOFTRENCHE-ORMOREINDEPMENIERED BY 0.. ° PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGIF OF REPOSE AS DEFlHED BY O.S H.A STANDARDS. °O0 ° UNDISTURBED SOIL T.BEDDINGMATERIAL SHALLCONSISTOFCRUSHEDSTONETVITH OR ROCK AMAIOMUMSOE 'W. SUBMITASAMPLETOTHEENIMIUER FOR APPROVAL TYPICAL STORM TRENCH N,T.S. ST4 MI REWSED m/01 fM14 5 s AT m i Yi REVEAL AT PATIO 2Y.' TYPE III PAVEMENT - 99.22 9 BUILDING # 999.1i @ BUILDING M5 (DETAIL SIMILAR) f-2% .. ,. EXISTING CONCRETE PATIO FILTER FABRIC (WRAP AROUND DRAINAGE STONE) T/4'- IY,' DRAINAGE STONE (NO LIMESTONE) S'B SDR 35 PVC PERFORATED PIPE SEE SITE PLAN FOR PIPE INVERT SECTION AT UNDERDRAIN N.T.S. SECTION AT CATCH BASIN N.T.S. SITE ENGINEER: C CIVIL ENGINEERING ASSCICIATES. INC. 10MOSHELDNEWIANE, SOUTHBURLMIGTON VF05403 B02d80-2ffiS FNL B01d84T1)1 N : wxw.ce — MAB c�cN® SAV SAV CLIENT: MANOR WOODS ASSOCIATION 100 KENNEDY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: MANOR WOODS BUILDINGS #4 & #5 100 KENNEDY DRIVE SOUTH BURLINGTON, VT SOUTH BURLINGTON LOCATION MAP 9 �/zz/M,4 SAY RIGSEI--- 5 z DETAILS DATE ORATONG NUI®SR 03121/2016 AS SHOWN C2.0 P15111 PROJECT COORDINATION UPDATED 9/14/15 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 an 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 area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency whlcles and equipment to the work site at all time.. 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 for 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 precoutione to prevent fires adjacent to the Work and shall provide adequate facilities 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. Safety Precautions: Prim to commencement of Work, the Contractor shall 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 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as foiling to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A. No Work shall be done when, In the opinion of 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 of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require In order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any lose or damage to debrle or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A. The Contractor shall be responsible for providing oil necessary survey staking. 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 points. a. Record locations, with horizontal and vertical data, on Project Record Documents. 1.08 TESTING A. The Contractor is responsible for obtaining testing and Inspection services. CITE 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. 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 1e" 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. S. 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. SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All 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. Roadway structural sections. 1.02 PROTECTION A. Protect bench marks and existing structures. B. Protect above or below grade utilities which are to remain. 1.03 SUBMITTALS A. Testing laboratory reports Indicating that material for backfill meets requirements of this Section. B. Field density test reports of site RII 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 STRUCTURAL FILL - CRUSHED GRAVEL (AOT SPEC. 704.05, FINE) A. All materials shall be secured from approved sources. This growl shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free 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 Desiq a0 tion Passing Sauare Mesh Slew 2" 100 1 1/2" 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 2.02 CRUSHED GRAVEL (AOT SPEC. 704.05, COARSE) A. This material shall meet the following grading requirements: Percent by Weight SieveDesignation Passing Square Mesh Sieve 4" 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 At least 50% by mass (weight) of the material coarser than the No. 4 sieve shall haw at least one fractured face. 2.03 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, day friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Slew Designation P... In, Sauare Mesh Slew 3" 100 % 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 6 2.04 DRAINAGE COURSE (AOT SPEC. 704.16) A. Rock for drainage applications sholl be produced from natural grovels or crushed quarried rock and shall consist of clean, hard, sound, and durable material. It shall be obtained from approved sources and shall meet the following grading requi ements: Percent by Weight S'eve Designaton iva 1" 100 yi 90 - too i'4" 20 - 55 No. 4 0 - 10 No. 8 0 - 10 2.5. DENSE GRADED CRUSHED STONE A. Donee Graded Crushed Stone should consist of a well graded crushed run stone and should meet the requirements for Vermont AOT Standard Specifications Item 704.06 Dense Graded Crushed Stone for Subbase and the gradation requirements shown In Table 704.06A of the Vermont AOT Standard Specifications. Slew Deelanation Percent Finer by Weiahl 3W 100 3" 90 - 100 2" 75 - 100 1" 50 - 80 h" 30 - 60 No' 4 15 - 40 No. 200 0 - 6 2.1. RECYCLED ASPHALT PAVEMENT (RAP) 1V MINUS CRUSHED ASPHALT A. This material shall be free of Portland Cement end approved by the engineer prior to installation. This material shall not be mixed with gravel and shall meet the following grading requirements: Slave Designation Percent by Weight Passing Sauare Mesh Sieve 2" 100 11¢" 90 - 100 No. 4 30 - 60 No,100 0 - 12 No. 200 0 - 6 2.07 GEOTEXTILE A. Subsurface Drainage Geotextile: Nonwoven needle -punched geotextile, manufactured for subsurface drainage applications, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grab Tensile Strength: 157 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 142 Ibf; ASTM D 4632. 4. Tear Strength: 56 Ibf; ASTM D 4533. 5. Puncture Strength: 56 Ibf; ASTM D 4833. 8. Apparent Opening Size: No. 70 slew, maximum; ASTM D 4751. 7. Permittivity. 0.5 per second, minimum; ASTM 0 4491. 8. UV Stability. 50 percent after 500 hours' exposure; ASTM 0 4355. B. Separation Gectextils: Woven geotextile fabric, manufactured for separation applications, made from pelyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability. Class 3; AASHTO M 288. 2. Grab Tensile Strength: 200 Ibf; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf, ASTM D 4632. 4. Tear Strength: 75 Ibf; ASTM D 4533. 5. Puncture Strength: 90 Ibf; ASTM D 4833. S. Apparent Opening Size: No. 60 slew, maximum; ASTM D 4751. 7. Permittivity. 0.02 per second, minimum; ASTM D 4491. 8. UV Stability. 50 percent after 500 hours' exposure; ASTM D 4355. 9. Weight: 4.0 oz/yd' minimum. 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 oHected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any eorthwork 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 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 over -excavated by error as directed by the Engineer. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, 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 Engineer, except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 ROADWAY EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on 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 an embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees 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 swomp, 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 a. use of o stabilization fabric in place of excavation and backfill, may be utilized only after approval of some 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 $hall not be placed In embankments. F. Embankment areas shall be placed In eight -Inch maximum lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered a$ 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 lose 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 an 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 construction 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 growl. 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, blading, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted In awn lifts (12' maximum) to attain the required densities ae follows: Modified Proctor Subgrods (8") and Gravel for 95% Roads and Parking Lots General Embankments 90R 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 mixture, 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 are 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, (Latest Edition). C. Mixing Plant: 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 shall not be placed when the granular subbase is wet or when the air temperature at the paving site in the shade and away from artificial heat is as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below 1 1/4" or Greater 50 Degrees or below Less than 1 1/4" PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined In the VAOT Standard Specifications, Division 700 for bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification, Section 406.03, far the base course and finish course. Unless specifically shown on the Plans, all 1. Bituminous concrete pavement shall be designed In conformance with the design criteria for heavy duty bituminous concrete pavement. (75 blows/side) 2. All Asphalt Cement used in the bituminous concrete pavement shall be PG 58-28 (or VTrans approved mix) unless otherwise noted. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each course shall be Increased by 1/2". Pavement reconstruction caused by trench reopening due to Improper placement or non -approved placement shall be performed at no additional cost to the Owner. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify that compacted granular base is dry and ready to support paving and Imposed loads. B. 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 Contractor shall vertically smooth cut the existing pavement, over the existing growl base. The smooth cut shall be thoroughly cleaned and coated 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 existing 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 oil to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. 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 own and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new povements or between successive days 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 paver shall be removed from the mat and a joint constructed. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. 10 UNCRELD wEWL4NE, SOUTHBURUNG10N, 1T OW sox-ear-zszs raxmzau-nn xwe:.»w.cemcom oaATm MAB cvecx® SAV �PPROVxa SAV CLIENT: MANOR WOODS ASSOCIATION 100 KENNEDY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: MANOR WOODS BUILDINGS #4 & #5 100 KENNEDY DRIVE SOUTH BURLINGTON, VT SOUTH BURLINGTON LOCATION MAP f• . 200a slaw SPECIFICATIONS o.hra mnc nuxsxR 0312112016 sr - NONE C3a O �wu na 15111 TLZ ( B. Butt joints shall 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, just prior to depositing the Paving mixtures. C. Longitudinal 'pints that have become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat is placed. if they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least 6" from any joint in the lower 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 variations exceeding 3/16 of an inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used on a vertical curve. The straight -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 cod and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractor's expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs Incurred In making such repairs. DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Culvert pipe and appurtenances. 2. Stone fill. 3. Drainage Structures 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications, Latest Edition. 1.03 SUBMITTALS A. Manufacturer's technical data for. 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and and caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. B. All culverts and storm drains shall meet the requirements of Section 601 of the Standard Specifications. 2.02 DRAINAGE PIPE h PERFORATED PIPE A. Culvert / Drainage Pipe 1. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252 2. for drainage piping Installed by directional boring techniques, use PE 3408 high density polyethylene pipe meeting ASTM D3350 Standard (SDR 11 or better) 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey mat iron, ASTM A48, as shown on plane. 2.05 STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The local dimension of the stone shall be greater than 1/3 of the longest dimension. The atone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. 1. Type 1 - The longest dimension of the stone shall vary from 1 Inch to 12 Inches, and at least 50 percent of the volume of the stone in place shall have a dimension of 4 inches. 2. Type II - The longest dimension of the stone shall vary from 2 Inches to 36 inches, and of least 50 percent of the volume of the stone in place shall hove a least dimension of 12 Inches. 3. Type III - The longest dimension of the stone shall vary from 3 inches to 48 inches and at least 50 percent of the volume of the stone in place shall have a least dimension of 16 Inches. 4. Type IV - The longest dimension of the stone shall vary from 3 inches to 60 inches, and at least 50 percent of the volume of the stone in place shall have o least dimension of 20 Inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work is to be installed and notify the Contractor 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 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. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, and 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 backfilling or compaction. 3.04 INSTALLATION OF PIPE A. All pipe and fttings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractor's expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. B. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the installation of the pipe in a reasonably dry trench. D. Where the pipe Is to be laid below the existing ground line, a trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. E. The completed trench bottom shall be firm for Its full length and width. F. If Indicated on the plans or directed by the Engineer, unsuitable foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with Granular Backfill, or other specified or approved material. G. The Contractor shall take all necessary precautions to prevent fiaatation of the pipe in the trench. H. When pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. 3.05 MANHOLES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Drawings. 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. LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading; bring rough grade In areas to design elevations as shown on 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. 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 topsoil shall also be free from any material that will prevent the formation of a suitable seedbed or prevent seed germination and plant growth. It shall contain not less than three (3) nor more than twenty (20) percent organic matter. Any material which has become mixed with undue amounts of subsoil during any operation at the source cr during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. 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. All surfaces on which topsoil Is to be placed shall be graded to a reasonably true surface and scarified by raking, discing 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 state. C. Topsoil shall be spread and shaped to the lines and grades shown on the plans, or as directed by the Engineer. The depth stated in the contract to which the topsoil is to be placed is that required after final rolling of the material has taken place. All stones, roots and debris over 014 inch In diameter along with any sodding weeds and other undesirable material shall be removed. D. After shaping and grading, all trucks and other equipment shall be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such work as required to provide a friable surface for seed germination and plant growth prior to seeding. E. It shall be the Contractor's responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep topsolled areas in acceptable condition until the completion of the work. SEMING PART 1 - GENERAL 1.1 Section Includes: A. Seeding. 1. Furnish all labor, materials and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor's operations. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. 1.3 PROJECT CONDITIONS Planting Restrictions: Seeding and initial fertilizing shall be done between May lot and September 15th unless otherwise authorized. Seeding shall not be done during windy weather or when the ground Is frozen, excessively wet, or otherwise untillable. If seeding is done during July or August, additional mulch material may be required. Coordinate planting periods with Initial maintenance periods to provide required maintenance from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SEED A. Conservation Seed Mix: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 98% 85X 22.5 Tall Fescue 95X 95X 22.5 Red Top 95X 90X 3 Birdafoot Trefoll 98% 85X 9 Annual Ryegrass 95X 85X 3 TOTAL = 60 2.2 INORGANIC SOIL AMENDMENTS A. Lime: ASTM C 602. agricultural limestone coot ning a minimum of 85 percent calcium carbonate equiv, lent and as follows: 1. Class: T, with a minimum of 99 percent passing through No. 8 ale" and a minimum of 75 percent passing through No. 60 sieve. 2.3 FERTILIZER A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium.. B. Slaw -Release Fertilizer. Granular or pelleted ferkilizer consisting of 50 percent water -insoluble nitrogelh, phosphorus, and potassium. 2.4 MULCHES A. Mulch: Provide air-dry, clean, mildew- and seell-free, hay or threshed straw of wheat, rye, Data, or barley. B. Compost Mulch: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-Inch sieve; soluble salt content of 2 to 5 decisiemerol not exceeding 0.5 percent Inert contaminants and free of substances toxic to plantings; and as follows: IIj 1. Organic Matter Content: 50 to 60 percent pf dry weight. PART 3 - EXECUTION II� 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavementil, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding and hydromulching oversproy. 2. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Newly Graded Subgrodes: Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 2 inches in any dimension and sticks, roots, rubbish, and other extraneous matter. 1. Apply fertilizer directly to subgrade before loosening. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. b. Mix lime with dry soil before mixing fertilizer. D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. E. Moisten prepared areas before planting if soil Is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.2 APPLICATION RATES A. When a soil test is not available, the following minimum amounts should be applied: 1. Agricultural limestone: 2 tons/acre. 2. Nitrogen (N): 50 lbs./acre. 3. Phosphate: 100 lbs./acre. 4. Potash: 1001bs./acro. c. This is the equivalent of 500 lbs./acre of 10-20-20 fertilizer or 1,000 lbs./acre of 5-10-10. 5. Hay mulch: 2 tone/acre. 3.3 SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast cr drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. 2. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. B. Rake seed lightly Into top 1/8 inch of soil, roll lightly, and water with fine spray. C. Protect seeded areas with slopes exceeding 1:3 with erosion -control blankets installed and stapled according to manufacturers written Instructions. D. Protect seeded areas from hot, dry weather or drying winds by applying mulch within 24 hours after completing seeding operations. Sock areas, scatter mulch uniformly to a depth of 3/16 Inch, and roll surface smooth. 3.4 HYDROSEEDING A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch In water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with fiber -mulch manufacturer's recommended tockifler. 2. Apply slurry uniformly to all areas to be seeded In o one-step process. Apply slurry at a rate so that mulch component Is deposited at not less than 1500-lb/acre dry weight, and seed component is deposited at not less than the specified seed -sowing rate. 3.5 MAINTENANCE A. Maintain and establish seeding by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and installation the same as those used In the original installation. 1. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. 2. Begin maintenance Immediately after each area Is planted and continue until acceptable lawn is established, but for not leas than the following periods: a. Seeded Areas: 90 days from date of Substantial Completion. b. When initial maintenance period has not elapsed before end of planting season, or if seeding is not fully established, continue maintenance during next planting season. 3.6 SATISFACTORY CONDITIONS A. Installations shall meet the following criteria as determined by Engineer/Owner. 1. Satisfactory Seeded Area: At and of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface Irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches. B. Use specified materials to reestablish area that do not comply with requirements and continue maintenance until areas are satisfactory. 3.7 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by work. Clean wheels of "hides before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove nondegradable erosion -control measures after grass establishment period. SITE ENGINEER: G CIVIL ENGINEERING ASSOCIATES. INC. 10MANSREIDNEWlANE, SOUINBUNLMGTON, VTOW e12-e842= FAYBO2A61-2271 sea: www.DesH.cam De1xx MAB axi SAV dPPxDVEO SAV CLIENT: MANOR WOODS ASSOCIATION 100 KENNEDY DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: MANOR WOODS BUILDINGS #4 & #5 100 KENNEDY DRIVE SOUTH BURLINGTON, VT SOUTH BURLINGTON LOCATION MAP 1' = 200a eve$a SPECIFICATIONS Dens DRAwDVG nmmsR 0312112016 sc�e NONE C3.1 rRa. sa. 15111 C040ap't" • GNP OXA- orb DINSE, ALLEN & ERDMANN JOHN M. DINSE ATTORNEYS AT LAW FREDERIC W. ALLEN I86 COLLEGE STREET TELEPHONE ROBERTH.ERDMANN MICHAEL B. CLAPP BURLINGTON, VERMONT 05401 AREA 802-864-57SI ROBERT C. ROESLER HILTON A. WICK NAREN McANDREW- OF COUNSEL JAMES H. WICK SPENCER H. GREGOKNAPP Y, III March 16, 1977 SPENCER R. KNAPP RECEIV'E0 MAR 1 '1 1977 MANAGER'S OFFICE CITY SO. BURLINGTON Curtis W. Carter, Environmental Coordinator District IV Environmental Commission 111 West Street Essex Junction, Vermont 05452 Re: Investment Properties, Inc. - Manor Woods Dear Curt: Confirming our telephone conversation of today, the 16th of March, I formally request that you issue a Permit in relation to the Manor Woods Complex. Investment Properties, Inc, is purchasing this 76 unit apartment complex and will be converting it to condominiums. The water supply and septic system are all controlled by the City of South Burlington, operated and maintained by them. This is an existing structure and one which I am reasonably certain has not mal- functioned in the past. As was done with the Georgetown Complex, we would appreciate the issuance of a Permit as quickly as possible. We understand that you can process this as a minor application and that it is not necessary to go through the full blown hearing pro- cedures. If you should require any other information, please let me imow at once. We will be closing on the property on Friday, the 18th, and if you could expedite the matter before then, I would appreciate it very much. Very truly yours, DINSE, ALLEN & ERDMANN ge, rweto Robert C. Roesler RCR/nlp cc: Mr. William J. Szymanski P-160 (8/68) 49*010. PIZZAGALLI CONSTRUCTION COMPANY JOY DRIVE/SOUTH BURLINGTON, VERMONT 05401 802/658-4 1 00 TRANSMITTAL Mr. Henry LeClair, Town Manager Town of South Burlington 555 Dorset Street South Burlington, Vermont 05401 2554 DATE PROJECT NO. December 10, 1968 1523 PROJECT Manor Woods #3 X WE ENCLOSE THE FOLLOWING: UNDER SEPARATE COVER WE ARE SENDING THE FOLLOWING: COPIES NUMBER DESCRIPTION CODE 1 Manorwoods Revision plan for the record in the South Burlington Land Records. %-UUE: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQUESTED M FOR YOUR USE G APPROVED N O REMARKS: CC Paul E. Marcotte, Draftsman L SAN REMO REALTY CORPORATION A Member of the Pizzagalli Organization JOY DRIVE/SOUTH BURLINGTON, VERMONT 05401 802/658-4100 October 28, 1968 Mr. William D. Kellner Chairman South Burlington Planning Commission 11 Wealthy Avenue South Burlington, Vermont Dear Mr. Kellner: This is a request to file a plan revision of our existing Manor Woods development. We have a total of 10.7 acres of property equalling 466,090 square feet with this revision and we will have 76 units on the property. With an allowable 6,000 square foot per unit we have sufficient square footage. With this revision this completes the total area which we purchased from Mr. Alling as Kennedy Drive and Hinesburg Road border us on the north and south, the Town of South Burlington borders us on the west, and Mr. Alling has developed the easterly section. Very truly yours, John M. B. Conant Vice President 49 JMBC/f as r � Mr. John ,'L. B. Conant, Vice Pre San Raino Realty Corporatian Joy Drive South Burlington, Vermont 01 ;year Mr. In order to file Revision the plA Please forward possible so it Land Records. Ian for the Manorwoods to size 111' X 18". Y plan as soon as the South Burlington Very truly yours, Henry LeClair Town Manager This permit is issued with the following directions, restrictions and condition;, and covers only the work described hereinafter, and then only when the work described is performed as directed. Description of the work to be performed. . ........ ..... ............................................. ......... .... -.a kQ iA .... rzut ............ ..... .......... ................. I ......................... ................ I .. ........ ... ...... I ... ............. Directions f6r performing such work ............... LVi--!-:ii SlbE OF THlj SlIE"ET .. -............. I ............................................. ..................................... ............... ............ ................... .. ... . No work shall be done under this permit until the party or parties to whom it is granted shall have (Y)mmunicated with and received instructions from the District Highway Engineer at Graham ............. ... This perm' s all be void unless the work herein contemplated shall have been completed before X 3Y The nd ' qrsjgned, in consideration of the issuing of this permit, having duly read all of the contents herein, expressly agrees to the above directions and to the restrictions and conditions printed on the reverse side of this sheet. Signed... ..... . 51 R I&M6 F h n Ma Cc R em o R e a I t y C o r p9ermit' Holder hn MB Conant Witness: o ?x2 00 6 4��at � ;� 4 enth Burlington, Vt. .. .......... . ....... ... ....... . UA-ave R181*1 Dated at Ls s ex. J c t . D,j.v..--. Ic t.. ......... �ishop i, This 4 t 14 day of 0ve4nber 19 ... 65. ief Engineer By............. . Alexander Graham District Highway En, ) i i,e er RD 230 3M 8 64 SEE OTHER SIDE FOR ADDITIONAL CONDITIONS RECEIVED Thi! permit covers only rights D��T OF HWAYS vested in the State Highway 110W 3 1W Board over this highway, PERMIT PiZZAOALLi CONST. CO. Permission is hereby granted to San Remo R e a i t Co rp o r a t i o n ... .... .... ..........................�................................................... to perform the work described as follows, on the highway known as.... K_............. .... .enr} dY Qri in the Town (Towns) of _ ..........S.a.0 th.j3.ur.1.ing.to.,n..... .... ........... ................. the location of this work being .... on the north side 2 2 6' from PC monument _...... tV'ED......... ............ . ............................... r 1 17-"1........................................... NGTO........................................I................... 1 This........................................... permit is issued}- with: following I ........................ {' wing directions, restrictions and (-w4tions, and covers Only the work ; described hereinafter, and then only when the work described is performed as directed �? Description of the work to be performed ............................................................................ _ :..a.k..e.....�....5.�.'....�. use ....G..�tt....... ..... ................................................................................... ....................................................... w................................... .......................................................................... ......................... ............. _............ ................. . ......................................................................... ...................... ................. ........ ................. .................. . Directions for performing such work _......... .... TNS SHEET...._.......... ................. ...................................................... .................................................................. No work shall be done under this permit untik the party or to whom it is granted shall have Parties communicated with and received instructions from the District Highway algineer at ...JUc�C..... . .... ; I; iu.......( A.....Graham ... ...................................... . ... ....... . Is;M�ign s I be void unless the work herein contemplated shall have been completed before X ................ . ................... - 1e r'ed,in consideration of the issuing of this permit, having duly read all of the contents herein, expressly agrees to the above directions and to the restrictions and conditions printed reverse side of this sheet. P ted on the i Signed'. Rlmo..Rea1t.... Cor.. , Y PAermit Holder 1� t Witness:J h n JAB Conant ox 2006 f - -- ----- enth Burlington Vt. i P f It r /�OICE phis Itertnit covers only rights vested in the State Highway Board over this highway. STATE OF VE) M r DEPARTMENT OF Fi H PERMIT Permission is hereby granted to l i z z a f a l l i C o n s t r u t i o n C o. a`y _....._......_............................................................ to perform the work described as follows, on the highway known as . ....... .k:.._.Rt,_...1.1.6......(.H.i'n.es.b.u.r..g... Rd.) in the Town (Towns) of ..6.0u t h.. B u.r I n ..9.t a.n........ ................ ........ .......... .... ................................... ......................... _. the location of this work being .20._..i.e.e.t....e.as.t....af....L_.H.i.nes.hur-g.._Ho.a.d.....w.i.th .... 1.Q"...................... Sar,it ry 5�,�;;r crossing at approx STA. 26 + 50 — at a ... ..... ............................... ...... ................. ............... I ... ......... . _. depth of approximately E3' Trench will be cut and bac `illincr ............ iag will ..Le .... d.one...t.o insure...mimi.mum... s.e.t:.t1_enae.nt..in the ro,adv;ay gi-ea. This permit is issued with the following directions, restrictions and conditions, and covers only the work described hereinafter, and then only when the work described is performed as directed. Description of the work to be performed_....._ ......... + .................................................................................... . in t:ll a 10" Sanitary Sewer along east side of Hinesburg ...._ ............................................. .......... u_ f.X Q..W .....; .p.x'.��. ........TA.....3.J....+. 4A .... A.... p.p.r o.X.,.....5 t a..•.....2.6....+ 5 0 ................ ;.ng.tan. ..11....5.2a-,.2...(.2.).................................... ............................ ..... ................... ...................... ...... ....... ... Directions for performing such work _... ........................... .......................................... .. ...................... .................................. No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with and received instructions from the District Highway Engineer at ............. A _ ..R..G.T d.h This permit shall be void unless the work herein contemplated shall have been completed before June 1�b6 The undersigned, in consideration of the issuing of this permit, having duly read all of the contents herein, expressly agrees to the above directions and to the restrictions and conditions printed on the reverse side of this sheet. � Signed By. s K r� :•crd mcrbOAermit Hold r Witness: / Pizzagalli Constru-tion Co. San Re::o Drive Sanit,ry Sc�vi�."r cro5sinq at approx 6TA. 26 + bO --.at a ........... I ............. .... ....... ...... I ............. ...... .... ... ............ ' ............. ......... . ... ....... ................ ......... _ .... . ................ ..... ........... .... ......... ..... ... - ...... ...... .. . . .......... of . ap .proxima te ly..�.* Trench will.. be cut and backf.i.l.ling .................... ........... .............. ............ ... .......................... ........ ....... I .................. ................ ..a.nd. Azmp.i.n.g.. A111 ... .h.e don.e ..... :s.e t-t-LefRe nt. -.10 .... t.b e roadway qxea. and covers only the work 'This permit is issued with the following directions, restrictions and cconffltions described hereinafter, and then only when the work described is performed as directed. Descriptionof the work to be performed....__... ..... ...................... ..... .. ........ . ..... .. . .... . .. . ........ ................... ......... . ....... ..... - LnSt,11 a 10" Sanitary Sewer along east side of Hinesburg ........... I ..................................... I ....... ..... . ........... .................................................... ... .. .. .............................. V P;� .... .............. .... + 5� ...... 1.. 1 .... t....09 t.P.-APT, t.a 2 6 ................... Bur 11n"-toz .... U .... 5.28^2.. (Z) . ....... ............. ................... ................................. ........................ .......... ...................... - ... .................. . I ... .... Directions for performing such work . ................ ..... ...... .......................... . ... . ...... ... ..... . ....................... .. ........... . ................. ... .... . ... No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with and received instructions from the District Highway Ehgineer at S-C X J'; t.. ........ jp This permit shall be void unless the work herein contemplated shall have been completed before June 1966 ..'' .1 .. .. ......... The undersigned, in consideration of the issuing of this permit, having duly read all of the contents herein, expressly agrees to the above directions ark to the restrictions and conditions printed on the a re -verse side of this sheet. Signed b YJ 14 me r so Kermit Hold Con t t i o 11 Co. t r ", 0 11 i (I me r so lierrnit Hold r Pizzagalli Constru, Witness: San Remo Drive Address. . ........ PWX..j.inq.tqq.j yq.rmont 0 L) 4 0 3 .. .... .... I ...... .. .. .. (Leave Blank) E S S,-' X t Vt.Dj-t.-ict,# 5 A.D. Bishop Dated at............ ef Engincvr This 26th day of 1,4-ov. 19.65. By Alexan raham, Mili SEE OTHER SIDE FOR ADDITIONAL CONDITIONS HD 110 3M 6-64 May 319 1967 Mr. Angelo Pizzagalli, President Pizzagalli Construction Company San itemo Drive South Burlington, Vermont 05401 Dear 1",r. Pizzagalli: This is to notify you that the -33(ouOthimggton Ply-aining Commission will hold a publici eting avi t the Ton Office building, 555 Dorset Street, on ? ednes June 14., 1967 at7:,00 P.M. to consider your request for proval of an Apartmentliubdivision to be situated on the southe.,wt P4 mer if Kennedy Drive and Hinesburg Road. 4AP4 the gleating. Very truly yours, Henry LeClair Town 14wiager c4z PIZZAGALLI CONSTRUCTION COMPANY SAN REMO INDUSTRIAL PARK SOUTH BURLINGTON, VERMONT 05401 April 20, 1967 Mr. Henry LeClair Town Manager Town of South Burlington Municipal Offices Dorset Street South Burlington, Vermont 05401 Dear Henry: We would like to build 48 apartment units on the plot of land situ- ated on the southeast corner of Kennedy Drive and Hinesburg Road in South Burlington. This land contains six to seven acres and was formerly owned by the Barry estate. The preliminary plot plan shows two curb breaks; however, we would be agreeable to providing just one break as we have done at the Manor Woods project. The construction of these apartments will be as the last eight units which were built in Manor Woods. Namely, concrete block construc- tion with brick veneer and prestressed concrete floor slabs between floors. The architecture and general layout would be as in Manor Woods. The high quality of the Manor Woods development would be maintained here and we feel the project would be a real asset to South Burling- ton, All our arrangements are complete and we would like to start construction by May 1. I realize this is very short notice for you but anything you can do to help us expedite authorization for a building permit would be most appreciated. Sincerely, Ang o P i z z aga ll President May 29, 1967 Burlin!�ton Free Press Association College Street Fvrlington, Vey -non Gentlemen: Wo? llu you please insert tlie following In noti (ClassifLed Display) in your issue of Tuesdays, SOUTH BURLING LEGAL N i% Cr Tuesday, y following L FGAL i10 The South Burlington Planning Mi n will hold a publ'c u_ hearing at the Town id 555 Dorset Street, South 7T L 1-urlington, Vertno?t 'ern Wedn' nh 14, 1967 nt 7:00 P-',y* to consider the lowing: 1. Appeal of thA�Pizzagalli I#nstruction Cornpany for approval of a ent 4sion to be cotistruc ed on property p a, - oft ne�ubdj!�_. lyi southerly 0 e as described in Volume a, it 'h*r pa4, 402 of the out ut - ngton Land Records. 1 2. Appeal of D , el J. and Leo O'Brien Jr. for approval of a Mul,q-Use Subdi3Osion to be cons ructed on property located in th* thwest riser be ween Kerinedy Drive and inesburg Road as de h Volume 13, page 51)0 of tiie South ijurlirg-bon Land Fecor6i�. V-1111am D. Kellner, Cl,airmari So: tIU Burlington Flsa�aldn8 C)Mlnlssion Please send bill and two tear s eets to this office. Very truly yours, 1-7'enry LeClair Town '-&.-,ager L/k 2 7 ram' <;;'OLoAtV I '47Ae5:�C o (60"l 7)- No Text 299 300 AV472FA S-0 306 apt OZ- 3,,t -11Z 314 N AN Al IMe 4 .... . ..... .. o RtVItIONt DATI .1 DESCRIPTION 44A,41014? W0 OZ .5 PIZZAGALLI CONSTRUCTION COWANY II-TH MURLINGTON. IERMONT 05401 February 23, 1967 Iienry LeClair 'town Manager HLIh ng )ved �r VER "ONT DEAD! RT -1,"E 1T OF- HEALTH 115 COLCHESTER AVE. BURLINGTON, VT. March 17, 1967 lisaLgaill Construction Co. South Burlington Vermont Gentlemen: RECEIVED [-A,AR 210 1967 TOM`- Ut- S. I3UkLINGTON MOR'S OFFICE -- A reproduction print of your eight unit apartment building proposed to be erected at Manor Woods, South Burlington, has been received from Blodgett Supply Company, Burlington. Your print does not bear the seal of a registered professional engineer or architect. Your print indicates that the drainage system is generally intended to conform with the Vermont Code but too much detail has been omitted to ascertain the plumber is directed to use approved pipe and fittings in proper arrangement. Some of the piping arrangements which appear to be incorrect are as follows: The water closets shown for the end apartments on each the first and second floors discharge to a 3" DWV stack. The first floor water closet must be individually vented as not more than 3 fixture units should be connected to the 3" stack (3" is the minimum) without the vent. The sinks on each floor as sham in the center apartment drainage scheme total 4 fixture units (assuming garbage grinders are not included) and would require that the first floor sink be back vented regardless of the sire of the stack. The 1%" DWV stack is large enough for up to 4 fixture units if properly back vented. The Vermont Code does not permit pipe smaller than 4" diaaster cast iron to be used underground within the building. Your plan appears to include considerable 2" cast iron. It may be helpful for you to submit specifications with your more detailed plan. Our review will be of more value to you if there is no doubt as to what is intended. JVRJlbk cc Town Manager, So. Burlington Dr. Charles Gluck, Health Officer Blodgett Supply Co. Very truly yours, John V. diehards, Chief Sanitary Engineering Division r February 16, 1967 Tflr. Angelo Pizzagalli .Pizzagalli Construction Company San Remo Industrial Park South Burlington, Vermont 05401 Dear Mr. Pizzagalli: This is to notify you that the South Burlington Zoning Board of Adjustment will hold a public hearing at the Town Office Building, 555 Dorset Street, South Burlington, Vermont on Wednesday, February 22, 1967 at 7:30 P-M- to consider your request for a variance to the Zoning Ordinance. Please plan to attend the meeting. Very truly yours, Henry LeClair Town Manager 4 is �Yrp z� , I '� ;' r �:,_ y� � y � x �. � � � d`ro3r � r. „� � hr �k �y. 9 ✓ � T vF ma�p.. a Y ♦b 'i�h A �, t spot kC i+ Of l+ Tallow.i J e I � Febru ary 15, 1967 Burlington Free Press Association College Street Burlington, Vermont Gentlemen: Will you please insert the follow al in your issue of Thursday, February 16 7 i classif display form? SOUTH BURLINGTON L NO The South Burling L-oBoa of Adjustment will hold a public hearing a ,he Town is uilding, 555 Dorset Street, South Burlingto Vermont on edne y, February 22, 1967 at 7:30 P.M. to co ider the fo wing. Req o za li Const ction Company seeking permission to nstruct an a ight rental units at Manor Woods A tments on nne ve. Request is for a variance from S tian 6.20 of))tthe South Burlington Zoning Ordinance. Albert I. Reynolds, Chairman Zoning Board of Adjustment Please send bill and two tear sheets to me at this address. Very truly yours, Henry LeClair L/h Town Manager PC PIZZAGALLI CONSTRUCTION COMPANY SAN REMO INDUSTRIAL PARK SOUTH BURLINGTON. VERMONT 05403 February 14, 1967 Town Manager Town of South Burlington South Burlington, Vermont Dear Sir: Enclosed is our check for $30.00. We would like to request a hearing before the Zoning Board of Adjustment to allow an additional eight rental units at our Manor Woods project on Kennedy Drive. Sincerely, Angefo Pizzagalli President AP/ra Enclosure LEGAL '� T SOUTH BURL1NGT,)jj NOTICE The Board of Selectmen of South Bu, lington will hold in public hem'ing an Tuesday October 17, 1965 at 7:30 P.M. at the South Burlington II Street to consider the following Office Building, SSS Dorsetpetition for final passage: PROPOSED ORDINANCE I AN ORDINANCE TO AMEND "THE SOUTH BURLREA ZONING ORDINANCE By CREA ATION OF AN ADDITIONAL AREA OF "RESI- DENTIAL DISTRICT B". Ordinance adopted February The Selectmen of the Town of South Burlington hereby ordain: 7. The South Burlington Zonin ° adopted in eonneclion there - Section 28, 1964 and the official Zoning n4 n9 the land use of the following with is hereby ❑mended ItY Road having a described land from Business District B to Residential District A strip of land on the west side of Hinesburg I uniform depth of three hundred feet, bounded on the north by a line connecting Hinesburg Road the east side of Potash Brook and hounded on the south Y o triangular parcel formed byis and Kennedy Driive whose northerl Road to dlnKennedy37 Drive from the intersection of Hinesburg _ I whose sourtherly terminus is 296.68 feet aurae said d pledt February Section 2. The South Burlington Zoning adapted in connection there - Section 1964 and the official Zoning map with is hereby amended by changing the land use of the following Drive having B. described land from Planned District to Residential District A parcel of land on the northerly D dVe ofl'oK nd oa the east by a frontage of 550 feet on Kennedy Rood of a dirt❑nee of 300 a line running parallel to Hinesburg land of Davis feet southerly therefrom; bounded on the told afyDavis Construe• Construction Company and on the west hY tion Company. Town Manager — Section 3. This ordinance shall) Ink g L. e�fec Douglas, Passage. i Sept. 27 South Burlington 'Legal Notice The South Burlington Zoning Board of Adjustment will hold a public hearing at the Town 'Office Building 555 Dot -set Street, South Burlington, Vermont on Wednesday, February 22, 1967 at 7:30 P.AA. to consider the fol- lowing: Request of Pizzagalli Construction Company seeking permission to construct an additional eight rental units at Manor Woods Apartments on Kennedy Drive. Request is for a variance from Section 6.20 of the South Bur. lington Zoning Ordinance. Albert I. Reynolds, Chairman //6 j G 7 Zoning Board of Adjustemnt September 17, 1965 Pizzagalli Construction Company San Remo Industrial Park South Burlington, Vermont Gentlemen: Your request of August 27.. 1965 to rezone a p4i6x4l*j of land on Hinesburg Road and Kennedy Drive was presented to the Board of Selectmen for the first reading Septv ember 14, 1965. X,e to lack of more information for future development of this area needed by the Planning Commission and Board of Selectmen this proposed ordinance was not accepted as there were three negative votes for fi,- --A4-- of this ordinance. Very truly yours, Irving L. Douglas Town Manager s VERMONT nEPARTMENT OF 14EA1 TH 115 COLCHESTER AVE. BURLIII(;YpN, pT, April 13, 1966 Plasagalli Construction Co. San Remo Drive South Burlington Vermont Gentlemen: The plans for the proposed drainage system for Manor Woods Garden Apartments, Kennedy Drive, Sea. Burlington have been reviewed. Tile drainage piping appears to comply in geseral with the sanitary regulations of this department. The venting arrangement is not shown, clearly enough to determine if the trap weals are ;adequately protected. An elevation view of a more typical installation mould be helpful. Vorsont public building regulations also require adequate water supply to the fixtures and exhaust ventilation for inside or wtndowrleeees toilet room*. No details are shown relative to these items of sanitary signif icance . We Will give prompt attention to the plans for these required facilities whom ,them plans area received. 'fiery truly yours, John V. Richards, Chief Sanitary Krngi,ring Divisi.oen. JVR/lbk cep Blodgett Supply Torun Manager, So. Burlington" A** PIZZAGALLI CONSTRUCTION COMPANY SAN REMO INDUSTRIAL PARK SOUTH BURLINGTON. VERMONT 05403 August 26, 1965 Board of Selectmen Town Hall South Burlington, Vermont Gentlemen: We hereby request a change in zoning use for the land sit- uated on the North-West corner of Kennedy Drive and Hines- burg Road to residential B. This land shall be used for four apartment buildings of eight units each. They shall be substantially as the enclosed sketch. The land in quest- ion is more particularly described as follows. Starting from a point 46.78' Westerly of concrete boundry marker V.H.D. Sta 225+43.9, Kennedy Drive, and proceeding westerly along R.O.W. line, Kennedy Drive for a distance of 550.0'. Here the PL turns N40-58'00" E for a distance of 595.13'. The north boundry line continues south easterly as a 300' radius arc, the radial point being 33' from PL Hinesburg Road @ Sta 30+42.32, for a distance of 366.52'. At this point turn S 380 38'00" E for 139.37'. Proceed N 440 15'00" E for a distance of 191.61' to a point on the ROW line, Hinesburg Road @ Sta 26+92,32. Here turn south- easterly along Hinesburg Road ROW line for 302.32' to Sta 23+90.0. A. 312.05' line S380 33100" W. Will close the property on the starting point. Very truly yours, Angelo Pizzagalli President ,R,4,4jNa- PIZZAGALLI CONSTRUCTION COMPANY SAN REMO INDUSTRIAL PARK SOUTH BURLINGTON, VERMONT 05403 August 2, 1965 Mr. Irving Douglas Town Manager South Burlington, Vermont Dear Mr. Douglas: I would like to request that property shown on the attached sketch, which is bounded by Hinesburg road and Kennedy Drive, be changed from the existing Commercial label to that of Residential "B". The reason for this is that we are contem- plating some garden apartments on the area shown. This would be a high class apartment complex, one that would add a great deal to the community, both in appearence and in tax structure. If you should require any additional information regarding this project please do not hesitate to get in touch with me. ervi truly yours, ohn M. B. Conant JMBC:pr October 14, 1965 Mr, Angelo Pizzagalli PizzaC,alli Construction Company San Remo Drive South Burlington.. Vermont Dear Mr. Pizzagalli: This is to notify you that the South Burlington Board of Selectmen will hold a public hearing on Tuesday, October 19# 1965 at 7:30 P. 14- at the 'Town office Build - in, 555 Dorset Street to consider your petition for a change of zoning, for final passage. Very truly yours, Irving L. Douglas Town Manager .3 S, 05403 September 7, 1965 Mr. Angelo Pizzagalli, President Pizzagalli Construction Company Soutill Burlington, Vermont Dear Mr. Pizzagalli s�+�•,-. � '`� � / Town Manager Irving Douglas and I had an enlightening conversation to -day about the best use and value of the Kennedy Drive properties. Briefly stated, he thought that I could contribute to the proposal3 presently under consideration. Hence, I can promise that ; 11 if all concerned agree to change the land into 'Planned Area' and if you are permitted to eruct your fine partments,then I will warrant and coven,.:nt - running with the land - that I will prohibit now and forever the use of any of my adjoining lands for used car lot(s). it Tbus I ho-)e that I too have an interest in the orderly growth of South Burlington and am willing to act in its behalf; to the betterment of all concerned. GDA/bh cc. Mr. I. Douglas Sincerely, Com Dana Alling September 17, 1965 Pizzagalli Construction Company San Remo Industrial Park South Burlington, Vermont Gentlemen: Your request of August 27, 1965 to rezone a i I of land on 'iinesburg Road and Kennedy Drive was presented to the Board of Selectmen for the first reading Sept. ember 14, 1965. Due to lack of more information for future development of this area needed by the Planning Commission and Board of Selectmen this proposed ordinance was not accepted as there were three negative votes for the first reading of this ordinance. Very truly yours, Irving L. Douglas Town Manager s CAO PIZZAGALLI CONSTRUCTION COMPANY SAN REMO INDUSTRIAL PARK SOUTH BURLINGTON. VERMONT OS403 August 27, 1965 Board of Selectmen Town Hall South Burlington, Vermont Gentlemen: We hereby request a change in zoning use for the land situated on the north-west corner of Kennedy Drive and Hinesburg Road, that portion which is Business B to planned area._ The land in questions is more particular- ly described as follows: Starting from a point 46.78' westerly of concrete boundry marker V.H.D. Sta 225+43.0, Kennedy Drive, and proceeding westerly along R.O.W. line, Kennedy Drive for a distance of 550.0'. Here the PL turns N4-58100" E for a distance of 595.13'. The north boundry line continues south east- erly as a 300' radius arc, the radial point being 33' from PL Hinesburg Road @ Sta 30+42.32, for a distance of 366.52' At this point turn S 380 38'00" E for 139.37'. Proceed N 440 15100" E for a distance of 191.61' to a point on the ROW line, Hinesburg Road @ Sta 26+92.32. Here turn south- easterly along Hinesburg Road ROW line for 302.32' to Sta 23+90.0. A. 312.05' line S380 33100" W. Will close the property on the starting point. Very truly yours, Angelo Pizzagalli�J..�' President AP:pr September 22, 1965 Mr. Willivir, D. Kellner Chairman, Planning Commission 11 Wealthy Avenue South �3urlington, Vermont Dear Mr. Kellner*. Enclosed is a copy of a Proposed Ordinance which was, read at the Board of Se? ectments meetin., of September 21, 1965. Would you please take this up with the members of the Planning Commission and make a recommendation to t3 e Board of Selectmen before their mooting of October 19, cl 1965. ILD/h Very truly yours, Irving L. Douglas Town Mana,j-rer enc. 1 cc-. Vincent J D'Acuti, Chairman South Buriington Board of Selectmen September 22, 1965 The Burlington Free Press 187 College Street Burlington, Vermont Gentlemen: Will you .,,)lease insert the enclosed South Burlington 41-otice in your issue of Saturday, September 25, 1965. Please send bill and tear sheets to this office. Very truly yours, Irving L. Douglas To wn Manager ILD/h enc. I PROPOSED ORDINANCE AN ORDINANCE TO AMEND "THIC SOUTH BURLINGTON ZONING ORDINANCE BY CRYATION OIL AN ADDITIONAL AREA OF "RRSIDLKT-IAL DISTRICT B". The Selectmen of the Town of South Burlington hereby ordain: Section 1. The South Burlington Zoning Ordinance adopted February 28, 1964 and the official Zoning map adopted in connection therewith is hereby ascended by changing the lava use of the following ddacribod land frog Business District B to Residential District B. A strip of land on the Most side of Hinesburg Road having a uniform depth of three hundred feet, bounded on the north by the east side of Potash Brook and bounded on the south by a triangular parcel formed by a line connecting Hinesburg Road and Kennedy Drive whose northerly terminus is 237 feet from the intersection of Hinesburg Road and Kennedy Drive and whose southerly terminus is 296.68 feet from said intersection. Section 2. The South Burlington Zoning Ordinance adopted February 28, 1964 and the official Zoning map adopted in connection therewith is hereby amended by changing the land use of the following described land from Planned District to Residential ,District B. A parcel of land on the northerly side of Kennedy Drive having a frontage of 550 foot on Kennedy Drive; bounded on the east by a line running parallel to Hinesburg Road at a distance of 300 foot southerly therefrom; bounded on the north by land of Davis Construction Company and on the west by land of Davis Construction Company. Section 3. This ordinance shall take effect from its passage. TOWN OF SOUTH BURLINGTON, VERMONT PLANNING COMMISSION Octobw--r "s 1965 ti Addraw i 3.1 wealttv AvX=0 South Burlington# Verzmt Attcativni 1,�re liwmt J0 D'Acutis chal'w"'s Subjects AwzdwMt to Zoning Urdinswe clentlemme The PL=ning, Cow4s.-icn at t1mir rcigular meetllz- hold an September 220 196!1 revi�ued the follarsing rAtItAm to6amand tho Zoom- Ing ()*lXU6n4MC0t Ch=,gs a strip at I=d an the, west ai(lc of llinesburg Read haVini; a ixifoxvdupth of tl=e 1=xllrad ( 31W ) feet* bounded cc tl�C wrth * the east side of ittash gook and bour4" on the zouth. by a trianplar pamel. foxes by a line connecting kdjvm- bw,g l7o;=d wvl� Ka=4 Dr*ve use zzorllhcrly t-3r.vIvuv U two He rod Uillrty oavm ( 237 ) feet fr=,U-ie intersection of Mnes- bw-Z %oad =.d &xx"4 DAVe znd rhose, um-ttaxly terminus Is t%,* Inm4red ninety six aW ilift eight hundredthis ( 290*uL )feet, frvx atld intersc� ctlw frm Bvsiru*:; Astrict 0511 to licaideritial District "B" also a pacal of lmd an the norther lf side " Umnody L;rive havirg a fronta4c of five hubdred fifty ( 550 feet on EaLna.dy Drives bcs=444 ah .."hoe s,-4v;t bV a lize nuvdng a33,191 to Wswoburill, i4"l at a distsuct- ;.f tore hiwdred ( 3 00 kt southorly therefrom; bovindlad an the north is Lawof Davle 1�avis Con. CwztuetC ion. ampaxW and on the 7m*t bLy laidof stivation CowpuxV f rcm !",Lanned l4strict to RabidwtAal LUtrkct "j"o The ComrUvion a,= 3p]lt in ita discusaian of tie t*titivu as uukul tUid aW thV nn'-Xcare ea=wt rake aw recomond-ition. Urt!"W. r diacussion of the use of the land in this am -a &3 Rwidretial An-l"xict "B" led to gc.mruj agmimtnt of comuission that it the SAMLU imu that was left Business Astrict "bo were includod In the tltan Sig ,h 4t , J_ �t 'ha cztAra arc& at, as be wrnod vsvidentia-1 Dlatrice. ODO* a -Leco=wvMaU*r, r=Ald be made to amaid the '&)-nint, Oviinance ac.-ordingIv,, n. cc% '4r* I* Dauglas# Town kwu4!,er ZT STATE OF VERMONT DEPARTMENT' OF HIGHWAYS APPLICATION FOR PERMIT So. B . u . r . . n . g . t . o 9 1 Vt. 199 November65 ......... ... ........... I ............... To the Department of Highways,19 Montpelier, Vermont. Gentlemen: The undersigned makes application for permission to Install al 10" Sanitary sewer along east side of ;.'n', Z' ............ I .......... I ... .......... ....... I .... ..... ...... I ......... . I ... I ,,Cad f rora. ap.,,_ro.x Eta. 31 + 00 -to ... a.p pr.o X t a .2.6 ... t.on 528 2 ... (2.) ........ ................................................................. on highway known as V t. R. t. 1 1.6...... HJ.P.es burg. in the Town of Sc. b.u.-I.ing.tp.p. . .......................... the location of this work being ..20'...east of centerline Hinesburg ...R,qa.d w.ith 10. sanitary ........................... C crossing . ...... P-P:�� 9 -N.T ...... S,t.a. 26 + 50 a .............................. . ... 4epth of ............. T.rench will be cut arr,. . . . ......... d backfilli.................. .. ...... d ........... none .. .... .... ..... ....... t. q .... insure minimum s.e.t.t.1e.i.-,i.e.n.t .... in ... the roadway area. . ..... .. Permit to extend from 19, iN o v!e mb 19 to ..jp Signed ;.z a 9 ... C01struction Co. BY: ......... .. Addres,*4:N_4kM.9 ... PRIVE 7p� L .... .. ... BURL iNGTW, V -r .......... . ...... . ..... ....... . .. .... R5403 Show sketch of prop<wd work: .. . ....... .......... ...... North we'll. M) 211 R OICE This pe it covers only rights vested in the State Highway Board over this highway. STATE OF VERMONT DEPARTMENT OF HIGHWAYS PERMIT Permission is hereby granted to Piz z a f a 11 i Construction C o . to perform the work described as follows, on the highway known as. . _....V. t..... Rt....... 1.16...... (.l:l.i n.e.s.b.u.r..g.. Rd.) in the 'Town (Towns) of .. ..S.9.0 th .,..H.0 r 1. .n.9 t o.n...... ..... the location of this work being__..v1j.....fe.e.t....e.a.s.t.... o.£..... L... Hinesburg- Ro.a.d.....w.i.t.h....l.p,r...................... crossing at approx STA. 26 + 50 - at a ......................... ....... ....... ......................... ........................... ....................... ......... .... ............................................ ... depth aoproximately 8' Trench will be cut ar;d backfilli:ic, .......__.. _ _........... ......................... ......... n d o i n.r x i l l .k�.t:...d.o n e.... t.a....i n s. ux..e..... m,i.cr i.mum.... s..e. t. t l .gym n t..i.n 'the This permit is issued with the following directions, restrictions and conditions, and covers only, the work } described hereinafter, and then only when the work described is performed as directed. Description of the work to be performed ... .................. __ __........... ................._....__.......__ .. r 11 a 1C` sanitary sewer along east side euxa of Hin s�b ,...a.,�.r.a'..C.Y,.....=?.b.�+.....31....+ QQ ....P a.pp�o.X.�....�ta......`'o +..�._.__..._ l.i n.-ian.....U....5.2.8.-.2... (.2.�......... _ ....... Directions for performing such work ............................................................. . S S!iEET No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with and received instructions from the District Highway Engineer at This permit shall be void unless the work herein contemplated shall have been completed before The undersigned, in consideration of the issuing of this permit, having duly read all of the contents herein, expressly agrees to the above directions ar to the restrictions and conditions printed on the reverse side of this sheet. Signed by s a i hard 4n c r o Permit Hold r Pizzagalli Const='1-tion Co. Witness:,,-- � ,% San Remo Drive t Address SQ.u..t.h. bgxling.t.on, V4r ont �:�.;2