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HomeMy WebLinkAboutBATCH - Supplemental - 1120 Shelburne RoadI REMOVE FENCE � x � x EXISTING PLANTINGS TO REMAIN x REMOVEFENCE REMOVE FENCE 1 SELECTIVE PRUNING TO I REDUCE SIZE REMOVE AND REPLACE CEDAR HEDGE TREES ALONG SOUTH SOUTH SIDE OF PROPOSED FEN A AUG_ 6 2016 City of So. Burlington 4 REMOVE AND REPLACE CEDAR HEDGE TREES AUG 15, 2016 Project EXISTING PLANT BEDS TO REMAIN LANDSCAPE PLAN EDITS MAY De. 2016 Northfield Savings Bank 2 EDITS & NOTATIONS APR 20, 2016 " 1 EDITS & ADDITIONAL DETAILS PROVIDED DEC 10, 2015 Site Demolition Plan — South Burlington 0 INITIAL ISSUE N. REVISIONS/SUBMISSIONS Date Tltie 1120 SHELBURNE ROAD, SOUTH BURLINGTON, VERMONT 05403 " GRAPHIC SCALE RECORD DRAMNG FINaL 0 PRELIMINARY ® SKETcn�coNCEPT 1 "1`1tRM01 DeMq-tl PS Project No. .DWG File Name 53 NSB_SDurl.dw g - ' EIII01Vp�o, Drawn Sane 10 o s ro m w,�' � T, 10 fie. ..^ w h I to + b u r ke �Oked ;G .AAF I� :Cg PS Cn GHK Re�,ewed Dr wing N I. Inch = tt. .. yiY///Y/rytllstry�`�� GHK/DGW LA - Date PO BOX 1007,40 COLLEGE ST, BURLINGTON, VT 06402 PHONE: 802.862.1225 SEP 4, 2015 PLAN 1 OF 3 6 PURPLE CONEFLOWER Q PLANTINGS 3 10 DWARF FOUNTAIN GRASS PLANTINGS O O END ! LENGTH OF WALL TBD DURING CONSTRUCTION Q BASED ON QUANTITY OF REPURPOSED STONEWORK. L 7 RED TWIG DOGWOOD PLANTINGS A\ 10 GREEN VELVET BOXWOOD PLANTINGS 6 SHRUB ROSE END CHAIN LINK FENCE PLANTINGS 0 i i 00a, — 6 GREEN VELVET BOXWOOD PLANTINGS — 2 DWARF FOUNTAIN GRASS PLANTINGS REPURPOSED DRY STACK STONEWALL IF "OPTION A" (WILLISTON) IS SELECTED 8 BLACK -EYE SUSAN PLANTINGS REPURPOSED DRY STACK STONEWALL 2 DWARF FOUNTAIN GRASS PLANTINGS 13 GREEN VELVET BOXWOOD PLANTINGS 0 O 8 RED TWIG 0 DOGWOOD PLANTINGS 0 6 PURPLE CONEFLOWER 01/ PLANTINGS 18 uvw-trcr ruui\4 i rauv GRASS PLANTINGS GRAPHIC SCALE ( IN FEET) \\\� 1 inch = 10 It. — ­v BOXWOOD PLANTINGS 6FT HIGH X 21OFT LONG _ GALV. CHAIN LINK FENCE 3 SHRUB ROSE PLANTINGS PLACE ALL NEW FENCE 6" MINIMUM END OF CHAIN LINK FENCE 0 FROM PROPERTY LINE (TYPICAL) EXISTING CEDAR TREES TO REMAIN. DO NOT Q 82 - THUJA OCCIDENTALIS'NIGRA' TRIM OR REMOVE ' PLACE NEW TREE ROW t3FT SOUTH AS SHOWN IN ORDER TO PROVIDE ROOM FOR NEW FENCING L �il 20161, i of So. Burliingiun _ i- NOTE: COMPOSITION OF STONE TO BE A MIX OF LARGE AND MEDIUM STONES SET IN HORIZONTAL COURSES. MINIMAL CHINKING SHOULD BE USED. VERTICAL JOINTS TO BE OFFSET AT EACH COURSE. 4" CAP STONE BATTER BOTH SIDES 1" PER FOOT ry FINISH GRADE N' TOPSOIL II— COMPACTEDCRUSHED GRAVEL —_ 1 1 1—III-1'I lei lTi= FILTER FABRIC —III—III—III ICI LLL =III=III=III=III—III--- COMPACTED SUBGRADE MAINTAIN TOP OF WALL ELEVATION THROUGHOUT LENGTH OF WALL. (SEE PLAN) REPURPOSED DRYSTACK STONE WALL SCALE: 112" = 1'-0" PLANTING SCHEDULE v v v v 0 KEY QTY BOTANICAL NAME COMMON NAME SIZE CONDITION I REIf.9 "ID �Y2 Thuju eccidcnmlis'Nigra' Dark Green American Mborvime 1 6' - 7' high Nursery Grown CS 20 C-nus sencra'B,iByi' Bailey Red Twig Dogwood 2'- 3' high 5 Gal Container HS 41 Buxus'Green Velvet' Green Velvet Boxwood .' - 3' high 5 Gal Container RR 9 Rosa rugosa'Jaenilav' Wildberry Breeze Shrub Rose 2_5'- Y high 7 Gal Container PERENNIALS EP 12 Echinacea purpur- Purple Conel7ower 18"-24" high 2 Gal Container RF 8 Rudb-laa fulgidu Black -Eyed Susan I8"-24" high 2 Gal Cantuincr, PA 32 Pevnisetum al.1--ides11amaln' Dwarf Fountain Grass 18"-24" high 2 Gal Cnmalncr LANDSCAPE NOTES 1. THE NUMBER OF EACH INDIV@UAL PLANT TYPE AND SIZE IS PROVIDED IN THE PLANT LIST FOR CONTRACTORS CONVENIENCE ONLY. IF A DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS ON THE LIST AND THE NUMBER SHOWN ON THE DRAWING, THE GREATER NUMBER SHALL APPLY, 2. THE CONTRACTOR SHALL SUPPLY PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN. 3. ALL PLANT MATERIAL SHALL BE APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE PRIOR TO ARRIVAL ON SITE. 4. ALL PLANT BEDS WILL BE TOP -DRESSED WUH 3" SHREDDED BARK MULCH. 5, THE CONTRACTOR SHALL CALL DIGSAFE, LOCATE AND MARK ALL UTILITIES PRIOR TO PLANTING. ANY CONFLICTS BETWEEN PLANTING AND UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER SO THAT ALTERNATIVE PLANTING LOCATIONS CAN BE DETERMINED. ©6. NO SUBSTITUTION OF PLANT MATERIALS WILL BE ALLOWED WTTFIOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER OR LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PLANTS AGAINST DAMAGE FROM ON -GOING CONSTRUCTION. PROTECTION SHALL BEGIN AT THE TIME THE PLANT IS INSTALLED AND CONTINUE UNTIL FORMAL ACCEPTANCE OF ALL PLANTINGS. 8. ALL OTHER DISTURBED AREAS NOT OTHERWISE INDICATED SHALL BE LOAMED AND SEEDED 9. CONTRACTOR SHALL PROVIDE A 2-YEAR GUARANTEE ON ALL INSTALLED PLANT MATERIAL. A STAGGER ROWS OF PLANTS GROUNDCOVER SPACING DETAIL oro 3" MA7IMUM SHREDDED qp °�+ BARK MU1.CIl -' n�'J/5, r— EXISTING OR FINISHED GRADE PLANTING SOIL MIXTURE EXISTING SOIL SHRUB PLANTING DETAIL END & CORNEF "'N LINK POST IPA-zi SMOOTH / KNUCKLE SDI 2 3 _T" r LINE POST' H-1 H-2 B-1 5� B-2 5 < ETTENSION WIRE TRUSS ROD CONCRETE FOOTING TYP, OPTIONAL, SHARP SIDE OF 12" WIDE X 48" DEPTH REQUIRED. SPECIFY WHEN FABRIC DOWN - FOR ALL POSTS 10'-0" [3048MM] MAX SPACING — NOTE: ALL CHAIN LINK FABRIC, POSTS AND HARDWARE SHALL BE BLACK VINYL COATED #6 GAUGE INSTALLED USING #6 GAUGE ALUM. TIES (ALSO BLACK) TOP & BOTTOM RAILS ON ALL FENCING (BLACK) TOP. MIDDLE AND BOTTOM RAILS ON ALL FENCING 6' HIGH OR GREATER. MANUFACTER SHALL BE ANCHOR FENCE OR EQUAL. A2 CONTRACTOR TO PROVIDE SHOP DRAWINGS TO BE APPROVED BY WHITE+BURKE PRIOR TO ORDERING SHARP END OF FABRIC PLACED DOWNWARDS, SMOOTH / KNUCKLE SIDE UPWARDS. FENCE HEIGHT END & CORNER POSTS LINE POSTS NOMINAL HEIGHT B-1 BAR LENGTH H - 1 HEIGHT ABOVE GRACE B-2 BAR LENGTH 4-2 HEIGHT ABOVE GRADE 0" [1524MM] 8 -0" [2438MM] 5'-0 5/8' [1540MM] 7'-8" [2337MM] 4'-8 7/8' [1445MM] [I829MM] 9'-0" [2743MM] C 0 5/8" [184GMM] 8'-8" [2642MM] 5'-8 7/8' [1749MM] 10'-0" [3048MM] 7"-0 5/8" [2150MM] 9'-8" [2946MM] 6'-8 7/8" [2054MM] 1 "3MM] 11'-0` [3353MM] 8 -0 5/8" [2454MM] 10'-B" [325'MM] 7 -8 7/8' [2359MM] -I. M] M 12'-0" [3658MM] 9-0 5/8' [2759MM] 11' 8 [i556M M] 8'-8 7/8" [2664MM] 1'.MM] 13 -C" [3962MM] 10'-0 5/8" [3064MM] 12 8 [3861MM] 9'-8 7/8" (29E. 1'', [4267MM] 11'-0 5/8' [3369MM] 73'-8" 14I66MM] 10'-8 7/8" (32; `. 1! [4572MM] 12' -0 5/8" [3674MM] 14 b-V70MM] 11'-8 7/8" [35 /•I;'.i 6' HIGH CHAIN LINK FENCE DETAIL SCALE: NTS AUG 18 2016 City of So. Burlington PAVED PARKING LOT SIGN & / PLANTER N; REMOVEFENCE X EXISTING PLANTINGS TO REMAIN X 1 1� I -- REMOVE FENCE — REMOVE FENCE REMOVE FENCE X X, GRAPHIC SCALE IN FEET ) I Inch - 10 ft. GRAVEL PARKING SELECTIVELY PRUNE CEDAR HEDGE TO ACCOMODATE — PROPOSED CHAIN -LINK FENCE SELECTIVE PRUNING - TO REDUCE SIZE TIAIn DI AAIT RCF1C Tn DCRAAIAI " r< CEDAR TREE; TO REMAIN 7 RED TWIG DOGWOOD PLANTINGS 6 PURPLE CONEFLOWER iPAVE PAR'!' Q PLANTINGS A 10 GREEN VELVET 10 DWARF FOUNTAIN BOXWOOD PLANTINGS GRASS PLANTINGS 6 SHRUB ROSE END CHAIN LINK FENCE 1 PLANTINGS F GRAVEL PARKING V 6 GREEN VELVET O BOXWOOD PLANTINGS 2 DWARF FOUNTAIN GRASS PLANTINGS REPURPOSED DRY STACK STONEWALL END / LENGTH OF WALL TBD IF "OPTION A" (WILLISTON) DURING CONSTRUCTION Q IS SELECTED BASED ON QUANTITY OF REPURPOSED STONEWORK. 8 BLACK -EYE SUSAN PLANTINGS REPURPOSED DRY STACK STONEWALL 2 DWARF FOUNTAIN 0 GRASS PLANTINGS Q 0~ 13 GREEN VELVET Q BOXWOOD PLANTINGS 0 0 0 0 8 RED TWIG O DOGWOOD PLANTINGS O 6 PURPLE CONEFLOWER PLANTINGS 5 RED TWIG DOGWOOD PLANTINGS 6FT HIGH X 21OFT LONG GALV. CHAIN LINK FENCE PLACE ALL NEW FENCE 6" MINIMUM END OF CHAIN LINK FENCE FROM PROPERTY LINE (TYPICAL) i 3 SHRUB ROSE EXISTING CEDAR TREES PLANTINGS TO REMAIN. DO NOT Q TRIM OR REMOVE ' i i 18 DWARF FOUNTAIN 12 GREEN VELVET GRASS PLANTINGS BOXWOOD PLANTINGS GRAPHIC SCALE ( IN FEET) I inch - IU It I�I f NOTE: COMPOSITION OF STONE TO BE A MIX OF LARGE AND MEDIUM STONES SET IN HORIZONTAL COURSES. MINIMAL CHINKING SHOULD BE USED. VERTICAL JOINTS TO BE OFFSET AT EACH COURSE. 4" CAP STONE BATTER BOTH SIDES 1" PER FOOT FINISH GRADE TOPSOIL COMPACTED CRUSHED GRAVEL FILTER FABRIC COMPACTED SUBGRADE FAI STAGGER ROWS OF PLANTS GROUNDCOVER SPACING DETAIL QA, 3" MINDNUM SHRFDDBD �BARK MI1fA1 L, �lal E'XISTINGOR FINISHED GRADE MAINTAIN TOP OF WALL ELEVATION THROUGHOUT PLANTING SOIL MIXTURE LENGTH OF WALL. (SEE PLAN) '` �'` �:; EXISTING SOIL sX �1x REPURPOSED DRYSTACK STONE WALL SCALE: 112" — 1'-0" PLANTING SCHEDULE A KFV nTV RnTANwAI NGMF mumnN NAMF V7F midnTTInN SHRUBS CS 20 Camm sericea'BaikyT Bailey Red Twig Dogwood 2' - 3' high 5 Gal Cmw= BS 41 Buxus'Grcen Velvet' Green Velvet Boxwood 2'- 3' high 5 Gal Cmtainer RR 9 Rosa mgosa'l—kiv' W ildberty Bteexe Shmb Roo 2S - 3' high 7 Gal Container PERENNIALS EP 12 Echinacea pu pw" Pwpk CmeRower l8"-2A" high 2 Gal Cmtaimx RF B Rudbecki I fulgida Black -Eyed Suaun 18"-24" high 2 Gal Cmtainer PA 32 1'—niac1um alopecmoides TlartleN' Dwarf Fnmmin Gmas I8"-24" high 2 Gal Cmtainor LANDSCAPE NOTES I. THE NUMBER OF EACH INDIV IDLE A I. PLANT TYPE AND SIZE IS PROVIDED IN THE PLANT LIST FOR CONTRACTORS CONVENIENCE ONLY. IF A DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS ON THE LIST AND THE NUMBER SHOWN ON TIIE DRAWING, TTIE GREATER NUMBER SHALL APPLY. 2. THE CONTRACTOR SHALL SUPPLY PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN. 3. ALL PLANT MATERIAL SHALL BE APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE PRIOR TO ARRIVAL ON SITE. 4. ALL PLANT BEDS WILL BE TOP -DRESSED WITH 3" SHREDDED BARK MULCH. 5. THE CONTRACTOR SHALL CALL DIGSAFE, LOCATE AND MARK ALL UTTLITIES PRIOR TO PLANTING. ANY CONFLICTS BETWEEN PLANTING AND UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER SO THAT ALTERNATIVE PLANTING LOCATIONS CAN BE DETERMINED. ©6. NO SUBSTITUTION OF PLANT MATERIALS WILL BE ALLOWED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER OR LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PLANTS AGAINST DAMAGE FROM ON -GOING CONSTRUCTION. PROTECTION SHALL BEGIN AT THE TIME THE PLANT IS INSTALLED AND CONTINUE UNTIL FORMAL ACCEPTANCE OF ALL PLANTINGS. 8. ALL OTHER DISTURBED AREAS NOT OTHERWISE INDICATED SHALL BE LOAMED AND SEEDED 9. CONTRACTOR SHAM, PROVIDE A 2-YEAR GUARANTEE ON ALL INSTALLED PLANT MATERIAL. SHRUB PLANTING DETAIL. END & CORN: POST 1 1 I i al I. i H I B-1 B_2 GRADE TENSION WIRE `- IRUSS ROD CONCRETE OPTIONAL. SHARP SIDE OF 12" WIDE SPECFY REQUII ED. HEN FABRIC DOWN j FOR ALL F 10'-0" [3048MM] MAX SPACING - NOTE: ALL CHAIN LINK FABRIC, POSTS AND HARDWARE SHALL BE BLACK VINYL COATED N6 GAUGE INSTALLED USING N6 GAUGE ALUM. TES (ALSO BLACK) TOP & BOTTOM RAILS ON ALL FENCING (BLACK) TOP, MIDDLE AND BOTTOM RAILS ON ALL FENCING 6' HIGH OR GREATER. MANUFACTER SHALL BE ANCHOR FENCE OR EQUAL. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO BE APPROVED BY WHITE+BURKE PRIOR TO ORDERING ASHARP END OF FABRIC PLACED DOWNWARDS, SMOOTH / KNUCKLE SIDE UPWARDS. FENCE HEIGHT END & CORNER POSTS LINE POSTS NOMINAL HEIGHT 8-1 BAR LENGTH H-1 HEIGHT ABOVE GRADE 8-2 BAR LENGTH H-2 HEIGHT ABOVE GRADE 5'-0" [1524MM] 8'-0- [2438MM] 5'-0 5/8" [1540MM] T-8" [2337MM] 4'-8 7/8" [1445MM] 6'-0" [1829MMI 9'-0" [2743MM] 5'-0 5/8" [1845MM] 8'—B" '_642MM] 5'-8 7/8" [1749MM] T-0" [2134MM] 10'-0- [3048MM] 7'-0 5/8" [2150MM] 9'-8" ;2946MM] 6'-8 7/8" [2054MM] 8'-0" [2438MM] 11'-0" [3353MM] 8'-0 5/8" [2454MM] 10'-8" [.;251 MM] 7'-8 7/8" [2359MM] 9'-0" [2743MM] 12'-0" [3658MM] 9'-0 5/8" [2759MM] 11'—e" [,,,95fMM] 8'-8 7/8" [2664MM] 10'-0- [3048MM] 13'-0" [3962MM] 10'-0 5/8" [3064MM] 12'-8" [;•1,1MM] 9'-8 7/e" [2969MM] 11'-0" [3353MM] 14'-0" [4267MM] I V-0 5/8" [3369MM] 13'-8" [4166M.M] 10'-8 7/8" [3273MM] 12'-0" [3658MM] 1 15'-0" [4572MM] 12'-0 5/8" [3674MM] 14'-8" [4470MM] 11'-8 7/8" [3578MM] 6' HIGH CHAIN LINK FENCE DETAIL SCALE: NTS 5WA M PLANNING & ZON I N G August 26, 2016 Re: #SP-16-56 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 , ymond J. Bel Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sbur1.com } 5 io,5eA soutburlington PLANNING & ZONING Permit Number SP- t - (orEtcc use only) APPLICATION FOR SITE PLAN REVIEW OAdministrative ❑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 #): L.T. Spillane Jr! Shelley Spillane 336 Tamarack Shores, Shelburne, VT 05482 Tel: Fax: 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): White+Burke Attn: Paul Simon, Project Manager, 40 College Street, Suite 100, Burlington, VT Tel: 802-862-1225 Fax: 802-862-3601 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Attn: Gail Henderson King, Senior Project Manager 40 Colleae Street. Suite 100, Burlinaton VT 05402 Tel: 802-862-1225 xt 15 Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: ghendersonking@whiteandburke.com 5. PROJECT STREET ADDRESS: 1120 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01120 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www,sburl.com /J 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Remove and replace 82 Cedar Trees along North Side of Property b. Existing Uses on Property (including description and size of each separate use): Northfield Savings Bank - Branch Bank Use. See approved plan on file c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Unchanged. See approved plan on file d. Total building square footage on property (proposed buildings and existing buildings to remain): Unchanged. See approved plan on file e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Unchanged. See approved plan on file f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): Unchanged. See approved plan on file h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: +/- 0.9 Ac Sq. Ft. a. Building; Existing n/a % 1 sq. ft. Proposed n/a % i sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing n/a % / sq. ft. Proposed n/a % / _sq. ft. c. Front yard (along each street) Existing n/a % / Proposed n/a % / d. Total area to be disturbed during construction (sq. ft.) +/- 1000 sf * sq. ft. sq. ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 0 - No changes b. Landscaping: $ 17,000 +/- Total c. Other site improvements (please list with cost): see approved plans on file 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Unchanged, see approved plan on file 11. PEAK HOURS OF OPERATION: Unchanged, see approved plan on file 12. PEAK DAYS OF OPERATION: Unchanged, see approved plan on file 13. ESTIMATED PROJECT COMPLETION DATE: September / October 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)1 regular size copies, one reduced copy (I V 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 submittin the site plan application in accordance with tthe�cciityy'ss fee 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 PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Dipilally sipped by Paul Siman P a u I Simon DN cn=Peo Simon, o=1Nhi+ Burke, ou, email-psimon®whileandburkecom, -US Date: 2010,05 24 09:58:29 -04'00' SIGNATURE OF APPLICANT I() LT Spillane Jr. SIGNAYIIR OF PROPEROY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: t/ / " REVIEW AUTHORITY: ❑ Development Review Board QAdministrative Officer I have reviewed this site plan application and find it to be: �omplete n The applicant or permittee retains the obligation to identify, applyfor, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ray From: Sent: To: Subject: Ray, Those plans are fine. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clamberO( sburl.corn Craig Lambert Wednesday, August 24, 2016 12:45 PM ray RE: Proj: NSB South Burlington Subj: Site Plan application (administrative review) 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 us immediately by return email. .Thank you for your cooperation. From: ray Sent: Wednesday, August 24, 2016 9:21 AM To: Craig Lambert <clambert@sburl.com> Subject: FW: Proj: NSB South Burlington Subj: Site Plan application (administrative review) Hi Craig, Just wondering if you have had a chance to look over the attached plans? 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, a-nutil attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City of or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by airy 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: ray Sent: Thursday, August 18, 2016 4:13 PM To: Craig Lambert <clambert@sburl.com> Subject: FW: Proj: NSB South Burlington Subj Site Plan application (administrative review) Craig, The attached plans show the replacement of a cedar hedge. Could you look these over and if you would like full sized prints, let me know & I'll send them over. 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 us immediately by return email. Thank you for your cooperation. From: Paul Simon[mailto:psimon@whiteandburke.com] Sent: Thursday, August 18, 2016 2:13 PM To: ray <ray@sburl.com> Cc: Gail Henderson-King<ghendersonking@whiteandburke.com> Subject: Proj: NSB South Burlington Subj: Site Plan application (administrative review) Hi Ray, Please find attached site plan application and plans for the NSB South Burlington branch on Shelburne Road. In summary, we are requesting approval for the removal and replacement of the 82 cedar trees along the North Side of the property in order to accommodate room for a proposed fence which was previously approved. I will be dropping by 3 full size copies and 1 reduced set today along with a check of $153 for the application fee. Best, Paul Simon White + Burke Real Estate Investment Advisors, Inc. Paul Simon Senior Project Manager 40 College Street, Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802-862-1225 x17 F: 802-862-3601 www.Whiteandburke.com f l ray From: Paul Simon <psimon@whiteandburke.com> Sent: Wednesday, August 24, 2016 3:15 PM To: ray Subject: Fwd: Proj NSB Shelburne Rd. Re: Cost of 9-1 Oft cedar Hi Ray, Here is an email I have from Nate on the $8000 cost difference, as we discussed. Thanks, Paul ---------- Forwarded message ---------- From: Nathaniel Carr<nate(i�churchhilllandscapes.com> Date: Thu, Jul 21, 2016 at 8:51 AM Subject: Re: Proj NSB Shelburne Rd. Re: Cost of 9-10ft cedar To: Paul Simon <psimongwhiteandburke.com> Paul, I couldn't find any 10' arbs listed in a quick search of the growers that I use. But I am sure they are out there. I did find one guy who has them listed but not in the quantity we need. I used his price and came up with a roughly $8000.00 additional cost to go with the 10' trees. Nate Carr VCH Church Hill Landscapes, Inc 287 Church Hill Rd Charlotte, VT 05445 O: 802-425-5222 M: 802-598-3836 www.churchhilllandscqpes.com www.facebook.com/churchhilllandscqpes On Jul 20, 2016, at 4:09 PM, Paul Simon <psimon(kwhiteandburke.com> wrote: Hi Nate, I need to know the cost of larger cedars 9-1 Oft only to compare with the cost of the 6-7ft we are proposing. The city would like to know the cost difference between what exists (1Ofoot cedars) compared to the replacement height of the 82 cedars. thanks, Paul Simon <Mail Attachment.gif> White + Burke Real Estate Investment Advisors, Inc. Paul Simon Senior Project Manager 40 College Street, Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802-862-1225 x17 F: 802-862-3601 www.whiteandburke.com <Like us on Facebook icon.JPG> The contents of this e-mail message and any attachments are confidential and are intended solely for the addressee. The information may also be legally privileged. This transmission is sent in trust, for the sole purpose of delivery to the intended recipient. If you have received this transmission in error, any use, reproduction or dissemination of this transmission is strictly prohibited. If you are not the intended recipient, please immediately notify the sender by reply e-mail or phone and delete this message and its attachments, if any. Before printing this email, please think about the environment. White + Burke Real Estate Investment Advisors, Inc. Paul Simon Senior Project Manager 40 College Street, Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802-862-1225 x17 F: 802-862-3601 www.whiteandburke.com PLANNING & ZONING June 21, 2016 Re: #SP-16-31 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. Sincerely, $amond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number SP- � - " (office use OHI) APPLICATION FOR SITE PLAN REVIEW ❑O 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 #): L.T. Spillane Jr I Shelley Spillane 336 Tamarack Shores, Shelburne, VT 05482 Tel: 802-355-7770 Fax: N/A 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): White+Burke Attn: Paul Simon, Project Manager, 40 College Street, Suite 100, Burlington VT Tel: 802-862-1225 Fax: 802-862-3601 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Attn: Paul Simon, Senior Project Manager 40 College Street, Suite 100, Burlington VT 05402 Tel: 802-862-1225 xt 17 Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: psimon@whiteandburke.com 5. PROJECT STREET ADDRESS: 1120 Shelburne Road, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01120 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Installation of landscape improvements as depicted on plan LA-02 edite May 06, 2016 submitted May 23, 2016. b. Existing Uses on Property (including description and size of each separate use): Northfield Savinqs Bank - Branch Bank Use. See approved plan on file c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Unchanged. See approved plan on file d. Total building square footage on property (proposed buildings and existing buildings to remain): Unchanged. See approved plan on file Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Unchanged. See approved plan on file f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): Unchanged. See approved plan on file h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: +/- 0.9 Ac Sq. Ft. a. Building: Existing n/a % / sq. ft. Proposed n/a % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing n/a % / sq. ft. Proposed n/a % / sq. ft. c. Front yard (along each street) Existing n/a % / sq. ft. Proposed n/a % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) +/- 1000 sf * 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): $ 0 - No changes b. Landscaping: $ 40,000 +/- Total c. Other site improvements (please list with cost): Fence installation: $8,500 +/- Wall installation: $19,000 +/- Pruning Work: $1,000 Perennials: $1,500 +/- Topsoil and seeding disturbed areas: $1,500 +/- Trees / Shrubs: $7,500 +/- Remove existing fence: $1,000 +/- 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Unchanged, see approved plan on file 11. PEAK HOURS OF OPERATION: Unchanged, see approved plan on file 12. PEAK DAYS OF OPERATION: Unchanged, see approved plan on file 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 submil e site plan application in accordance with the city's fee schedule.' �, A 11 �1/����� 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 t NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17,06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Dgitany signed by Paul Simon Paul Simon ON: on=Paul Simon, ane.8u , oa, emaikpsimanGwhdeandbudtrudce.comGUS Date: 2016.05 24 09:55:29 .04'00' SIGNATURE OF APPLICANT LT Spillane Jr. SIGNATLJ E OF PROPERTJY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: 05/24/2016 REVIEW AUTHORITY: ❑ Development Review Board V Administrative Officer I have reviewed this site plan application and find it to be: Complete _ Fhcoxle to y inistrafi Ke Officer ' I Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form, Rev. 12-2011 ray From: Craig Lambert Sent: Thursday, June 09, 2016 2:39 PM To: ray Subject: RE: Northfield Savings Bank Landscaping Plan The landscape for Northfield Savings Bank is fine Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(a)_sburl.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 us immediately by return email. Thank you for your cooperation. From: ray Sent: Thursday, June 09, 2016 2:25 PM To: Craig Lambert <clambert@sburl.com> Subject: Northfield Savings Bank Landscaping Plan Hi Craig, Have you had a chance to review the Northfield Savings Bank Landscaping Plan? 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 us immediately by return email. Thank you for your cooperation. i r CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 7, 2007 Thomas Pelletier, President & CEO Northfield Savings Bank PO Box 347 Northfield, VT 05663 Re: Release of Escrow Agreement — 1120 Shelburne Road Dear Mr. Pelletier: Please be advised that the City of South Burlington hereby releases you from the obligation of maintaining a $9800 escrow account at the Merchants Bank. The landscaping at the above referenced property was recently inspected and found to be in a healthy condition. Should you have any questions, please feel free to contact me. ASinc e / i aj and J. e it Administrative Officer SITE PLAN ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate by and between NORTHFIELD SAVINGS BANK, hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and THE MERCHANTS BANK, hereinafter referred to as "Escrow Agent". WITNESSETH: WHEREAS, on July 29, 2003, Developer has received preliminary plat approval #SD-03- 35 and final plat approval #SD-03-36 (collectively, "Approval") for a planned unit development by the City of South Burlington Development Review Board to: 1) raze a 3500 sq. ft. 12 unit motel, 2) raze a single-family dwelling, and 3) construct a 2500 sq. ft. bank with a drive -through facility at the property known as and numbered 1120 Shelburne Road, South Burlington, Vermont (the "Property"), as depicted on a nine (9) page set of plans, page one (1) entitled, "Lands of Lowell T. & Shelley C. Spillane 1120 Shelburne Road — South Burlington, Vermont Property Plat", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 5/23/03 (the "Plan"). WHEREAS, Developer is required by the Approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the Approval; and agent. WHEREAS, the Escrow Agent executes this Agreement solely in the capacity of escrow NOW THEREFORE, the parties hereby covenant and agree as follows: 1. Developer will, at its own expense, landscape the Property in accordance with the specifications set forth in the Plan and related documents incorporated in the Approval (the "Work"). 2. Developer shall complete the Work at the same time as it completes the other work and improvements authorized by the Approval. 3. Developer shall maintain, and if necessary, replacer any diseased or dying landscaping elements that comprise the Work within three (3) years after completion. For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the Work and has issued written notice to the Developer that the Work is complete. 4. For the guaranty of Developer's performance of all requirements hereinabove set forth, and prior to the issuance of any zoning permit for the Property to undertake the improvements authorized by the Approval, Developer agrees to maintain with Escrow Agent, and Escrow Agent agrees to hold, the sum of Nine Thousand Eight Hundred Dollars ($9,800), which sum shall be set aside and held in escrow by the Escrow Agent and shall be available for payment to the Municipality in accordance with the terms herein set forth. Any interest generated by such escrowed funds shall accrue to the benefit of the Developer. 5. If the Municipality shall file with the Escrow Agent a statement that the Developer is, in the judgment of Municipality, in default under the terms of this Agreement, the Escrow Agent shall from time to time pay monies from said escrow fund to the Municipality in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement, and in amounts not to exceed the total amount of monies held in said escrow fund. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Escrow Agent. The consent of the Developer to such payment by the Escrow Agent to the Municipality shall not be required. The Escrow Agent shall incur no liability to the Developer on account of making any such payment to the Municipality, nor shall the Escrow Agent be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Escrow Agent a statement of default until thirty (30) days after notice has been sent by the Municipality to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Escrow Agent to the Municipality pursuant to Paragraph 5 shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such manner as in the judgment of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Escrow Agent to the Municipality pursuant to Paragraph 5, and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Escrow Agent to be held and distributed by the Escrow Agent pursuant to the terms of this Agreement. 10. The Escrow Agent will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Escrow Agent to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of Paragraph 7 of this Agreement. 11. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in Paragraph 3. 12. The sum of Nine Thousand Eight Hundred Dollars ($9,800) shall be maintained in escrow until the Municipality has certified to the Escrow Agent that the warranty period set forth in Paragraph 3 has ended, however, Developer will not be required to replenish any funds that are drawn down from the escrow during the term of this Agreement. 13. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. 14. The parties acknowledge that they expect the Escrow Agent to hold and disburse the escrowed funds as directed by the terms of this Agreement subject to the following understandings: (a) Escrow Agent shall have no duties or responsibilities with respect to the funds and accrued interest except as set forth in this Agreement. (b) The Escrow Agent is acting hereunder as a stakeholder only and is not responsible or liable in any manner or to any extent whatever for the sufficiency, correctness, genuineness or validity of any certificate or instrument presented to Escrow Agent or for the identity, authority, or rights of any person or entity executing or depositing any such certificate or instrument. (c) Absent knowledge to the contrary, Escrow Agent shall be entitled to assume that any notice received by it was sent to all other parties entitled to that notice at the same time and in the same manner as to Escrow Agent. (d) Escrow Agent shall not be liable to any party to this Agreement in the absence of gross negligence or willful misconduct and shall be fully protected with respect to any action taken or omitted by it in good faith. (e) Escrow Agent may consult with and act upon the advice of counsel of its ovam selection and shall be fully protected in respect of any action taken or omitted in goad faith by it in accordance with the opinion of such counsel. (f) Escrow Agent is expressly authorized to comply with and obey orders, judgment, or decrees of any court. (g) Escrow Agent shall have the right in the event of any claim against it arising out of this Agreement, to deposit all of the escrowed funds held by it in any court and/or to institute an interpleader proceeding against the parties to this Agreement, and thereupon the Escrow Agent shall be relieved of all liability hereunder. (h) Each party agrees, jointly and severally, to indemnify, defend, and hold the Escrow Agent harmless from any losses, liabilities, claims, damages, costs, or expenses including reasonable attorney's fees and disbursements arising out of or in connection with its acceptance and administration of the escrow (including the costs and expenses of defending itself against any claim of liability in connection therewith), except to the extent arising as a result of the gross negligence or willful misconduct of Escrow Agent as finally determined by a court of competent jurisdiction. (i) Escrow Agent may resign at any time by written notice to both parties to this Agreement, in which event Escrow Agent's sole remaining duty shall be to deliver the Deposit and accrued interest to a successor escrow agent appointed by the parties. IN WITNESS WHEI seal this /� day of J Witness )F, the parties hereto have caused this Agreement to be executed under 12003 Wi ss S:\ en[ MattersWodhfield Savings Bank\72867\Legahsile plan escrow agreemenl.doc Northfiel}i-&-4ings Bank By: 1 _ Thomas Pelletier, President &CEO City of South Burlington By: Duly Authors d Agent The Merchants Bank By: IA4',- Duly Authorized Agent STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICEITDD) STEVEN F. STITZEL FAX (802) 660-2552 or 660-9119 PATTI R. PAGE* E-MAIUFIRM2555@FIRMSPF.COM) ROBERT E. FLETCHER WRITER'S E-MAIL (TEUSTACE@FIRMSPF.COM) JOSEPH S. McLEAN WRITER'S FAX (802) 660-9119 TIMOTHY M.EUSTACE (*ALSO ADMITTED IN N.Y.) August 25, 2003 Raymond J. Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Northfield Savings Bank Project 1120 Shelburne Road Dear Ray: AMANDA S.E. LAFFERTY JILL E. SPINELLI Enclosed please find three (3) original execution copies of the Site Plan Escrow Agreement for the above -referenced project, which have been signed by a duly authorized agent of the Northfield Savings Bank (developer) and the Merchants Bank (escrow agent). These documents are suitable for execution by the City. Please have Chuck execute all three copies of the enclosed Escrow Agreement, retain an original for your file, and return the remaining two originals to me at your earliest convenience. Let me know if you or Chuck have any comments or questions. Thank you. Sincerely, Timothy M. Eustace THE/jp Enclosure son5274.cor ITY CLERW,S OFFICV C eceived on P 9 tecOfded in V and Records Burlington t NOTICE OF CONDITION pl S°� I►�� �~ rk Whe hlil�a�i4"�ank ("NSB") has entered into a Ground Lease with Lowell T. Spillane, Jr. & Sh Spillane ("Spillane") respecting the lands and premises known as and numbered 1120 Shelburne Road, South Burlington, Vermont (the "Property") wherein NSB is the tenant and Spillane is the landlord, with respect to which a Notice of Lease has been recorded in Book 652, Pages 447-450 of the City of South Burlington Land Records; Whereas, on July 29, 2003, NSB and Spillane received preliminary plat approval #SD-03-35 and final plat approval #SD-03-36 (the "Approvals") for a planned unit development by the City of South Burlington Development Review Board ("DRB") to: 1) raze a 3500 sq. ft. 12 unit motel, 2) raze a single- family dwelling, and 3) construct a 2500 sq. ft. bank with a drive -through facility at the Property, as depicted on a nine (9) page set of plans, page one (1) entitled, "Lands of Lowell T. & Shelley C. Spillane 1120 Shelburne Road — South Burlington, Vermont Property Plat", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 5/23/03. Whereas, the DRB granted the Approvals subject to certain conditions set forth in the final motion of approval; Now Therefore, Spillane hereby gives notice that the Property is subject to the following conditions and restrictions which shall run with and be binding upon the Property unless and until modified or removed by the DRB or its successor: In satisfaction of its obligations under Item 8 of the "Decisions & Conditions" portion of the Approvals, Spillane agrees to grant to the owner of the lands and premises abutting the Property to the north, which is presently owned by Susan Spillane (the "North Property"), a twenty-four (24) foot wide easement across the easterly boundary of the Property (the "Easement"), which Easement shall be for the purpose of enabling vehicular and pedestrian access to the North Property from McIntosh Avenue. The Easement is depicted on the plan entitled "Lands of Lowell T. & Shelley C. Spillane 1120 Shelburne Road — South Burlington, Vermont, Property Plat", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 5/23/03 and last revised August 22, 2003 (the "Site Plan"), a mylar of which has been recorded as Map Slide in the City of South Burlington Land Records. 2. Spillane's obligation to grant the Easement shall be conditioned upon the owner of the North Property obtaining DRB approval to develop such property, and on such approval requiring access to be available from McIntosh Avenue across the Easement. Spillane's obligation to grant the Easement shall be further conditioned on the owner of the North Property improving both the Property and the North Property in the manner prescribed by the DRB as being necessary to effect the Easement. 3. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the Property or any interest therein. 4. As tenant under the above -referenced Ground Lease, NSB joins in this Notice of Condition solely for the purpose of indicating its understanding, acceptance and approval of the terms hereof, and for the purpose of making the representation and warranty contained in Paragraph 1 of this Notice of Condition. 5. This Notice of Condition shall be binding upon Spillane, NSB, and their successors and assigns. has been executed this day of August, 2003. Lowell T. pillane, Jr. STATE OF VERMONT CHITTENDEN COUNTY, SS. At South Burlington, Vermont this L5 day of August, 2003, personally appeared Lowell T. Spillane, Jr. and Shelley C. Spillane, and each acknowledged this instrument by each of them signed and sealed, to be, respectively, each of his and her free act and deed. Before me, 1,•-ti'�1� —�-- No;a y Public MY commission expires: 2/10/07 Witness STATE OF VERMONT WASHINGTON COUNTY, SS. Northfield Savings Bank By: TeEe- Co rY�- 01 c©�-y R,c4A'C-LAsan p 5s�•Tc�aS t orthfield, Vermont this day of August, 2003, personally appeared �'1.,,mi 2 Ir 4e4e*, P=�r��P� FVP^"�'�'e ^f^Pr of Northfield Savings Bank, and he acknowledged this instrument by him signed and sealed, to be his free act and deed and the free act and deed of Northfield Savings Bank. Before me, 11G &L" - c� Notary Public My commission expires: 2/10/07 S \Ucnt Matters\Northfield Savings Bank\72867Uxga1\NOTICE OF CONDITION.doc State of Vermont WASTEWATER SYSTEM and POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-2033 PIN Number: EJ03-0394 Landowner: Lowell T & Shelley C. Spillane Address: 41 Derby Circle South Burlington, Vermont 05452 This project, consists of constructing a 2,500 s. f. drive thru bank building with a maximum of 7 employees (no increase in pre existing wastewater flows), on a pre existing .90 acre parcel, utilizing municipal sewer and water services. The project is located at 1120 Shelburne Road in the city of South Burlington, Vermont, and is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry - phone (802) 828-2106 or (802) 658-2199, the Vermont Department of Health - phone (802) 863-7220, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by O'Leary - Burke Civil Associates, PLC, which have been stamped "approved" by the Wastewater Management Division: Job # 3007; "NSB Northfield Savings Bank"; Utility Plan; Plan Sheet #3; Dated 3/27/03; Last revised 11/19/03; Storm, Sewer & Erosion Control; Plan Sheet #6; Dated 3/27/03; Last revised 11-19-03 The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 4. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. Wastewater System and Potable Water Supply Permit WW-4-2033 Page 2 5. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 6. Each prospective purchaser of each lot shall be shown a copy of the approved plans and this Permit prior to conveyance of the lot. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. In the event of a transfer ofownership (partial or whole) ofthis project, the transferee shall become permittee and be subject to compliance with the terms and conditions of this permit. 9. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" in the City of South Burlington Land Records within 30 days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. POTABLE WATER SUPPLY 10. The project is approved for water supply by the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. WASTEWATER SYSTEM 11. The project is approved for wastewater disposal by the Bartlett Bay municipal wastewater system as depicted on the approved plans. The project is approved for a maximum of 72 gallons of wastewater per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. Wastewater System and Potable Water Supply Permit W W-4-2033 Page 3 12. No permit issued by the secretary shall be valid for a substantially completed potable water supply and wastewater system until the secretary receives a statement from an installer or a licensed designer certifying that in the exercise of his or her reasonable professional judgment, the installation - related information submitted is true and correct and the potable water supply and wastewatersystem were installed in accordance with the permitted design and all pen -nit conditions, were inspected, were properly tested, and have successfully met those performance tests." Dated at Essex Junction, Vermont this 13th day of January, 2004 Jeffrey Wennberg, Commissioner Department of Environmental Conservation By 11%4w r 'William E. ZaKfoski Assistant Regional Engineer c South Burlington Planning Commission & Selectboard O'Leary - Burke Civil Associates, PLC State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD December 26, 2003 Lowell T. & Shelley C. Spillane 41 Derby Circle South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office III West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 RE: WW-4-2033, Northfield Savings Bank removal of existing motel and single family residence for construction of a bank building with 7 employees on a pre-existing lot, 1120 Shelburne Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on December 10, 2003, including a fee of $115.00 paid by check #3284. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management �"VaLwrwl- Jessanne Wyman Assistant Regional Engineer cc: South Burlington Planning Commission O'Leary -Burke Civil Associates Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICE/TDD) STEVEN F. STITZEL FAX (802) 660-2552 or 660-9119 PATTI R. PAGE' E-MAIL(FIRM2555@FIRMSPF.COM) ROBERT E. FLETCHER WRITER'S E-MAIL (TEUSTACE@FIRMSPF.COM) JOSEPH S. McLEAN WRITER'S FAX (802) 660-91 l9 TIMOTHY M. EUSTACE (-ALSO ADMITTED IN N.Y.) August 28, 2003 Jeremy I. Farkas, Esq. Burak Anderson & Melloni, PLC PO Box 787 Burlington, VT 05402-0787 Re: Northfield Savings Bank Project 1120 Shelburne Road, South Burlington Dear Jeremy: AMANDA S.E. LAFFERTY JILL E. SPINELLI Enclosed please find two of the three original Site Plan Escrow Agreements which have been signed by City Manager Charles Hafter as duly authorized agent for the City of South Burlington. The City has retained the third original for its file. Please let me know if you have any questions. Thank you. Since y, Timothy M. Eustace THE/jp Enclosure CC: Raymond J. Belair (w/out enclosure) son5278.cor TO. Seaver Permit Ap!pUcas nts rr-from: Bruce M. ]Hoar, DiracDerraccr al PubHc lffl(ovrs Re: Mepeciban -of SerAc�s Any permit with a numbed higher than VVVV-0_9-;S,40,7 that is covered without inspection shall be uncovere(J. Inspection is requirement of the application and is "aloe responsibility of the appflcant. Follow instructions on -lie permit to schedule the inspection with i'PublicIvilorks. Impact Fee,, alculation for New Non-Residentia.—onstruction A Project Name B Effective Date C Type of use D Type of construction E Value of construction per square foot from Appendix 1 F Total square feet of new construction S8 , 6 o !� 5e>c� G Total value of new construction / (�(J VU E x F H Above in units of $1,000 / , - G / 1000 /a I Existing land value ; f Grand list 6� J 606 �� '�/ Above in units of$1,000 � I / 1000 K Total value of site and improvements after construction G + I L Above in units of $1,000 K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE .Estimated post construction value of structure and contents U in units of $1,000 V Base fire protection impact fee Credit per $1,000 of land value Q) for past tax payments W (Table FP-4) X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding $144.56 23� ©� 'JaMxN 6 �v I �5 JxP 6 LxR 4 W O -Q -S �&71 Hx1.875 195 $0.87xU �.� From FP-4 W x J Y contents G + I Z Above in units of $1,000 Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) . a 3 From FP-,* AB Total credit applicable to project for future tax payments AA x Z AC Total fire protection impact fee V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls CITY OF SOUTH BURLINGTON DEPARTMENT OF PLAN ING & ZONENIG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 30, 2003 David G. White David G. White & Associates PO Box 1007 Burlington, Vermont 05402-1007 Re: Northfield Savings Bank - 1120 Shelburne Road Dear Mr. White: Enclosed, please find a copy of the Findings of Fact and Decision on the above referenced project approved by the Development Review Board on 7/15/03 (effective 7/29/03). Please note the conditions of approval including the requirement that the final plat plans be recorded in the land records within 90 days (10/27/03) or this approval is null and void. If you have any questions, please feel free to contact me. Sincerely; Raym�J. Belair Administrative Officer Encl. MORANDUM TO: DEVELOPMENT REVIEW BOARD FROM: RAYMOND.J. BELAIR, ADMINISTRATIVE OFFICER ' Y- DATE: ,JULY 15, 2003 RE: NORTHFIELD SAVINGS BANK - TRAFFIC OVERLAY DISTRICT REVIEW This information is being provided to supplement staffs memo of July 11, 2003 regarding Traffic Overlay District Review. This property is located in the Traffic Overlay Zone 4, which allows this property to generate a maximum of 29.25 vehicle trip ends (vte's) during the p.m. peak hour. Information provided by the applicant indicates that the current use generates nine (9) vte's and the proposed use to generate 141 vte's for a 132-vte increase. It has been past policy that the level of service (LOS) limitations contained in the PUD standards under Section 15.12 (E) (1) of the Land Development Regulations supersede the Traffic Overlay District standards. As can be seen from the above information, proposed traffic volumes far exceed the traffic overlay limitation of 29.25 vte's. The PUD standards require that the nearest signalized intersection have an overall LOS of "D" or better. The report from Roger Dickinson indicates that the nearest signalized intersection (Shelburne Road/McIntosh AvenuefFayette Road) will have an LOS of "C". Therefore, the PUD standards will be met. no 9P AF1 7/15t03 MOTION OF APPROVAL NORTHFIELD SAVINGS BANK I move the South Burlington Development Review Board approve preliminary plat application #SD-03-35 and final plat application #SD- 03-36 of Northfield Savings Bank for a planned unit development (PUD) consisting of: 1) razing a 3500 sq. ft. 12 unit motel, 2) razing a single-family dwelling, and 3) constructing a 2500 sq. ft. bank with a drive -through facility, 1120 Shelburne Road, as depicted on a nine (9) page set of plans, page one (1) entitled, "Lands of Lowell T. Er Shelley C. Spillane 1120 Shelburne Road - South Burlington, Vermont Property Plat", prepared by Lamoureux Er Dickinson Consulting Engineers, Inc., dated 5 /23 t03, with the following stipulations: 1) All previous approvals and stipulations, which are not superseded by this approval, shall remain in effect. 2) Pursuant to Section 15.02 (A) (3) of the Land Development Regulations, the Board modifies the front yard coverage requirement along McIntosh Avenue and approves a front yard coverage not to exceed 46.3%. 3) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the new use will generate 132 additional vehicle trip ends during the P.M. peak hour. 4) All new exterior lighting shall consist of down casting -shielded fixtures. Any change to approved lights shall require approval of the Director prior to installation. The pole light closest to the residential neighborhood shall be fitted with a residential shield to minimize light spilling onto the properties to the east. 5)Prior to issuance of a zoning permit, the applicant shall post a $9800 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 6) The proposed sidewalk along McIntosh Avenue shall be constructed in a location approved by the Director of Public Works. 7) The applicant shall comply with the recommendations of the City Engineer, City Arborist, Water Department and the Fire Chief. 8) Prior to issuance of a zoning permit, the applicant shall record a "Notice of Conditions" in the South Burlington Land Records, which has been approved by the City Attorney, indicating that the applicant will provide the owner of the property to the north a 24-foot wide access easement to McIntosh Avenue if deemed necessary by the Development Review Board in connection with a plan approved for development of the property to the north. 9) Any change to the final plat plan shall require approval of the South Burlington Development Review Board. 10) The final plat plans (survey plat and sheet 2) shall be recorded in the land records within 90 days or this approval is null and void. The plans shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plans, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning Fx Zoning. Souti. Burlington Fire Depaz t.ment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief July 15, 2003 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Northfield Savings Bank / Shelburne Road Dear Juli: I have reviewed the plans for the proposed construction of the proposed Northfield Savings Bank on Shelburne Road. I have also made a site visit to try to envision the siting of this project. The plans seem to be OK and I have the following recommendations: 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Labor and Industry Fire Prevention Division. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and annunciator location to be specified by SBFD. 5. Provide an emergency key box, location to be specified by SBFD. 6. If an elevator is proposed the elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and Labor and Industry. Should you need any further assistance on this project please feel free to contact me. nc rIs D u RB Fire Chief 14 Morse Drive Essex junction, Vermont 05452 March 5, 2003 _'AMOUREUX & DICKINSON Consulting Engineers, Inc. David G. White David G. White & Associates, Inc. P.O. Box 1007 Burlington, Vermont 05402 RE: Proposed Northfield Savings Bank Shelburne Road & McIntosh Avenue, South Burlington Dear David, (802) 878-4450 fax (802) 878-3135 RECEIVED City of So. Burlington As requested, we have examined the potential traffic impacts of the proposed Northfield Savings Bank drive-in banking facility to be located on the site of the existing Pacific View Motel. The following presents the results of our analyses to date: 1. Using ITE trip generation rates for one single family residential dwelling plus 12 motel rooms, we estimate that the weekday p.m. peak hour of adjacent street traffic trip generation of the existing site is 9 vte/hour. 2. Using ITE trip generation rates for a drive-in bank, the trip generation of the proposed facility during the same weekday p.m. peak hour time period is estimated to equal: Independent Variable Size # Studies (PMPH) Weekday A.M. Peak Hour (Ad1. Street) P.M. Peak Hour Ad1. Street Enter Exit Total Enter I Exit Total Employees 7 18 510 12 9 21 32 33 66 Gross Floor Area 2,568 29 681 18 14 32 70 70 141 Drive -In Windows 3 20 1,234 40 31 71 95 95 190 Average 808 24 18 42 66 66 132 Our experience has been that the gross floor area is the most commonly accepted independent variable; which in this case provides an estimate in the middle rather than on the high or low end. It also has the greatest number of studies, and therefore I would consider it the most reliable independent variable. On the other hand, with the Northfield Savings Bank essentially just making an entrance into Chittenden County and not having an established customer base, its trip generation most likely will be lower (at least initially). Civil • Environmental • Transportation 9 Planning • Landscape Architecture • Land Surveying David G. White March 5, 2003 Page 2 3. Levels of service were analyzed at the Shelburne Road / McIntosh Avenue / Fayette Drive intersection. It appears that level of service C can be maintained at that intersection even with the addition of the approved Lowe's and the proposed Northfield Savings Bank. We thank you for this opportunity to be of assistance. Should you have any questions concerning the above, please feel free to call me. Sincerely, V Roger ickinson, P.E. Professi nal Traf c Operations Engineer P:\2003\03018\white—traffic.wpd MEMORANDUM TO: DEVELOPMENT REVIEW BOARD FROM: RAYMOND,J. BELAIR, ADMINISTRATIVE OFFICER DATE: JULY 11, 2003 RE: NORTHFIELD SAVINGS BANK APPLICATION #SD-03-35 Er #SD-03-3 6 NORTHFIELD SAVINGS BANK - FINANCIAL INSTITUTION - PRELIMINARY PLAT Er FINAL PLAT This project consists of a planned unit development involving: 1) razing a 3500 sq. ft. 12 unit motel, 2) razing a single-family dwelling, and 3) constructing a 2500 sq. ft. bank with drive -through facility. The sketch plan was reviewed on 4/15/03 (minutes enclosed). SITE PLAN REVIEW STANDARDS a) Access/Circulation: Access will be provided by a 20-foot wide ingress and egress curb cut on McIntosh Avenue. This access will be located more than 200 feet from the Shelburne Road McIntosh Avenue intersection. Circulation on the site is adequate. b) Coverage/Setbacks: Building coverage is 6.4% (maximum allowed is 40%). Overall coverage is 52% (maximum allowed is 70%). Front yard coverage along Shelburne Road is 29.6% and along McIntosh Avenue is 46.3% (maximum allowed is 30%). Pursuant to Section 15.02 (A) (3) of the Land Development Regulations, the Board may modify the front yard coverage limitations to allow the 46.3% front yard coverage along McIntosh Avenue. The Board had no problem with this issue in sketch plan review since this results in a better layout. Page #2 Pursuant to Section 14.03 (A) (6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications. c) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. It appears that adequate transitional features are proposed between structures and between parking and structures. The planting plan for this site is adequate. d) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is located easterly at the rear of the proposed structure, along the southerly side of the structure, and along the westerly front of the structure. Staff believes the location of parking is more desirable, because it is dispersed and avoids a relatively large parking area adjacent to the R4 District. e) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to others within the C1 District in this vicinity. f) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. The utility lines will be underground. Page #3 g) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The proposed plan complies with the standard. h) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. This standard is being met. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The applicant has proposed to eliminate the Shelburne Road curb cut. Staff does not believe that reservation of land for access to abutting properties is necessary on the subject property, although the applicant is reserving an area for a future connection to the property to the north. b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Page #4 Staff has already indicated that utility lines will be underground. c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). No dumpsters or outside storage area are proposed. OTHER SITE PLAN CRITERIA Pam: The minimum -parking requirement for this proposed use is nine (9) spaces. A total of 20 spaces are proposed including one (1) handicapped space and a bike rack. Landscaping: The minimum -landscaping requirement, based on building costs is $9800, which is being met. Proposed plantings include Red Maple, Red Oak, Arborvitae, Rugosa Rose, Viburnum, and Cranberry Bush. The applicant is proposing a six (6) foot high fence along the easterly boundary to screen the development from the adjacent residential property. Lighting: Exterior lighting consists of. 1) five (5) 175 watt metal halide lamps with downcasting shielded fixtures mounted on foot poles, 2) four (4) 100 watt metal halide flush mounted canopy lights, and 3) three (3) florescent building mounted lights. The pole light closest to the residential neighborhood should be fitted with a residential shield to minimize light spotting onto the property to the east. Snow storage: A snow storage area is designated. Page #5 Pedestrian access: A new sidewalk is proposed along McIntosh Avenue within the street right-of-way. The plan should be revised to show the sidewalk extending across the driveway. PLANNED UNIT DEVELOPMENT STANDARDS The applicant has submitted a report addressing the PUD criteria (see enclosed). Pursuant to Section 15.18 of the proposed Land Development Regulations, PUD'S shall comply with the following standards and conditions: a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. The plans have been reviewed by the South Burlington Water Department (see letter dated 5127/03 from Jay Nadeau). b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposal must adhere to standards for erosion control as set forth in Section 16.03 of the Land Development Regulations. In addition, the grading plan must meet the standards set forth in Section 16.04 of the regulations. c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Staff notes that currently there is a non -complying Shelburne Road curb cut on the subject property. The applicant proposes eliminating the existing curb cut and replacing it with a McIntosh Road curb cut Page #6 that complies with the 200 feet intersection setback standard of the Land Development Regulations. In addition, the applicant has provided an analysis of traffic impacts of the proposed development prepared by Roger Dickinson of Lamoureux and Dickinson Consulting Engineers, Inc.(see enclosed). Mr. Dickinson concluded that a level of service C can be maintained at the intersection of Shelburne Road, McIntosh Avenue, and Fayette Drive even after the proposed development of the bank and development of the nearby Lowe's Home Center. Therefore, the proposed bank will not cause unreasonable traffic congestion. d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no significant natural resource features on the site. e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district (s) in which it is located. The proposed development appears to be compatible with existing development in the C1 District. In addition, the plans show that the minimum required 65-foot setback from the adjacent R4 District will be provided. Staff notes that the proposed development will be screened from the adjacent residential uses with a six (6) foot high fence. f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and�or stream buffer areas. There are no streams in the vicinity of the subject property. Furthermore, the subject property is relatively small and cannot provide significant open space. Page #7 g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The plans must be reviewed and approve by Fire Chief Doug Brent. h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The applicant is proposing to construct a sidewalk along McIntosh Avenue. i) Roads, utilities, sidewalks, recreations paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Proposed lighting complies with City standards. j) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district (s). In general, Staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. DEVELOPMENT REVIEW BOARD 15 APRIL 2003 PAGE 4 Mr. Belair noted that if the owner no longer lived in the main dwelling unit, the accessory apartment must be reincorporated into the primary residence by removing the kitchen. Ms. Quimby moved to approve Conditional Use Application #CU-03-06 of Amy Vaudreuil subject to the stipulations in the draft motion and findings of fact. Mr. Kupferman seconded. Motion passed unanimously. 5. Sketch Plan Application #SD-03-17 of Northfield Savings Bank for a Planned Unit Development consisting of a 2568 sq. ft. bank with a drive through facility at the corner of Shelburne Road and McIntosh Avenue. The subject property contains approximately 0.79 acres and is located in the Commercial 1 District. Portions of the subject property also fall within the Traffic Overlay District: Mr. Belair noted that the applicant would be presenting two options to see which the Board would prefer. Mr. White said the site being proposed is currently the Pacific View Motel site. It is constrained by setback requirements with the result that there is a very small area for the building. The problem is the drive -up lanes and circulation. Mr. White said the applicant prefers Plan 1 which would have the building front and windows visible as you approach from Shelburne Rd. Parking would be broken up into smaller areas. The drive -up windows would be in the rear. This plan exceeds lot coverage for frontage on McIntosh. Avenue. In order to fit the frontage requirement, they would have to flip the building 180 degrees. This would put the drive -up on Shelburne Road and the entrance to the building in the back. Mr. White noted that with a PUD, the Board can waive frontages. There is an existing Shelburne Rd. curb cut. The plan would close that curb cut and have the entrance on McIntosh Avenue. This is more than 200 ft. back from the intersection. The applicant indicated they would attractively landscape the site. The applicant is requesting combination of Preliminary and Final Plats. Mr. Boucher was concerned about neighbors having the opportunity to express their concerns. It was noted that neighbors include Friendly's, Thrifty Car Rental, 2 single family homes, and across Shelburne Rd. McDonalds and the Larkin Apartments. Ms. Kupersmith asked if the curb cut would line up with the curb cut across the road on McIntosh Avenue. Mr. White said it would not. The one across the road doesn=t meet the standard. The cuts would be 95 ft. apart from the center of the their curb cut to the center of the proposed curb cut. Mr. Kupferman asked about the area for a future connector road. Mr. White said in the future, if something happened on the Thrifty site, the lots could be connected. It would DEVELOPMENT REVIEW BOARD 15 APRIL 2003 PAGE 5 be practical for making a left turn. Mr. Kupferman was concerned with bringing traffic closer to the neighborhood, and he wanted to give neighbors a chance to react to that. Mr. Dickinson, the traffic consultant, said since this is a bank, there would not be as much traffic impact on residents since the bank would not be open at night or on weekends. The question of a sidewalk along McIntosh Avenue was raised in order to give a better connection from the residences to Shelburne Road. Mr. White said they would look at that. Members were receptive to pan #1 with the closing of the Shelburne Rd. curb cut. They also wanted two hearings to accommodate neighbors= concerns. Mr. White said they would be willing to meet with neighbors and also take the risk that they could be turned down if something arose at the hearing. Members agreed to combine preliminary and final plats at the developers= risk. With regard to traffic, it was noted they are in the Traffic Overlay Zone 2 or 4. The use is a high traffic generator. Mr. Belair said they exceed the overlay generation for the PUD. The requirement is that the level of service at the nearest intersection would be no worse than D. The plan does meet that criteria. 7. Conditional Use Application #CU-03-07 of Timothy Clark for a front porch at 15 Lindenwood Drive to extend 2 feet beyond the limit set forth in Section 25.118(h) of the Zoning Regulations and Section 3.06 of the proposed Land Development Regulations. The subject property contains approximately 0.64 acres and falls within the Residential 4 District: Mr. Clark explained his request. There were no issues. Mr. Kuperferman moved to approve application #CU-03-07 of Timothy Clark subject to the stipulations in the draft motion and findings of facts. Ms. Quimby seconded. Motion passed unanimously. The applicant explained that this proposal is related to a boundary line adjustment which the Board will hear in May. In _January, the Board approved a site plan for a building to be used for equipment rental and light manufacturing. The 26 space parking lot to the west of the existing building will be eliminated, and there will be 23 new spaces to the east and rear of the building. The 9 customer parking spaces in front of the building will remain. Mr. Belair noted that the proposed new property line will pass through the existing 26-space parking lot. He asked that the 5 eastern -most parking spaces in this area be replaced with topsoil and seeded. The applicant stressed the urgency of doing this work now before the mud gets any worse and trucks get stuck. He also noted they have to move everything back from the edge because of erosion. TH]CARRENT LARKIN I MILOT PARTNERSHIP CIO MCDONALDS FAYETTE AVENUE PLANTLIST KEY BOTANICAL NAME COMMON NAME SUE QTY TREES AR Acer rubrum'Northfire' Red Maple 2 112-3' Cal. 7 BBB, Full, 6' Branching M. (Min.) CIR Ouercus rubra Red Oak 2 1/2-3' Cal. 3 B&B, Full, 6' Branching Ht. (Min.) TO Thuja occidentalis'Nigra' Dark Green American Arborvitae 6-T 82 Field collected SHRUBS RR Rosa rugosa Rugosa Rose 18-24" 66 C.G., Plant 24' o.c VJ Vibumum juddu Judd Viburnum 36-48" 3 B&B, Plant 48' D.C. '., VO Viburnum oputus'Compactum' Compact European Cranberrybush 24-30' 7 B&B, Plant 30' o.c. PERENNIALS HH Hemerocalfis Mixed Daylilies 1 Gal- 186 C.G., Plant 18' o.c. IS Iris siberica'Caesaes Br~ Siberian Iris I Gal. 53 C.G., Plant 18" o.a NOTE: FOR DETAILED PLANTINGS INSTRUCTIONS AND SPECIFICATIONS, SEE LANDSCAPE DETAILS ON SHEET 8 ' DOROTHY BLACK EXISTING WOOD aTOCKADEFENCE \TO REMAIN V ExISTI ' HOUI VERNE&MEAN MCDONALD I 6;I/II�t 17AR ��. ... ., e�....'iK+T�.._.,..x'....T.-. -.--:. ..._..L.-'3.2:...5'. ..' .v.-.......:3'.s.........:t'.. i.d..... ��r �.L.�..4Fn.��l........�s�..:. -.:3 ..a�si... ,. �..-c. ...:�R'¢�...,. —.[.._.. ._ r.---;csi -- - i I f f -71 f CHARLES FINNEGAN f PAVED PAMW LOT & ANN MORRO RECEIVE® MAY 1 IV 2003 City of So. Burlington GRAPHIC SCALE 20 0 to 20 40 8o Sine: 1` 20, pa.,_ Loxl �mn SE GROUP omen �� ®rwN O xrrw�croxrePr OTEARY—BURKE 1(w CIVIL ASSOCIATES, PLC S ANDREW AleAC SINTE 5 ESWX XT, yr t-_zy PHONE 87e-9990 FAX- 878-99M 0* AL IV WilleyBrothers A &-Oirt— 0-0 C.yoy 1— 003 3354542 ICNORTHFIELD�;'Z°' �J B SAVINGS BANK LANDSCAPE PLAN 0.µ 1 ROUTE 7 South ton VI' SE Group - Planning and Design 156 College Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Northfield Savings Bank Drawing Referenced: 1.0 Landscape Plan Date Prepared: May 7, 2003 Date of Prices: Spring 2003 Project Status: Concept Revisions: KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL SIZE REMARKS TREES AR Red Maple 7 EA. $525.00 $3,675.00 2 1/2-3" Cal. B&B, 6' Branching Height (Min.) FR Patmore Green Ash 5 EA. $525.00 $2,625.00 2 1/2-3" Cal. B&B, 6' Branching Height (Min.) TO Dark Green American Arborvitae 82 EA. $30.00 $2,460.00 6-7' Field collected Sub Total: $8,760.00 SHRUBS RR Rugosa Rose 66 EA. $35.00 $2,310.00 18-24" VJ Judd Viburnum 3 EA. $100.00 $300.00 36-48" VO Compact European Cranberrybus 7 EA. $60.00 $420.00 24-30" Sub Total: $3,030.00 PERENNIALS HH Hemerocallis (Mixed Varieties) 186 EA. $15.00 $2,790.00 1 Gal. (Average Price) IS Siberian Iris 53 EA. $15.00 $795.00 1 Gal. (Average Price) Sub Total: $3,585.00 Landscaping Subtotal: $15,375.00 FENCE Ornamental Wood Fence 208 LF $73.50 $15,288.00 Includes curved sections, stain & posts. Wood screen Fence 88 LF $51.50 $4,532.00 Includes posts, unstained. Fencing Sub Total: $19,820.00 Estimated Total $35,195.00 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 May 27, 2003 Mr. Chris Haggerty O'Leary -Burke Civil Associates 5 Andrew Avenue, Suite 5 Essex Junction VT 05452 RE: Northfield Savings Bank Shelburne Road Dear Chris: The South Burlington Water Department has reviewed the Final plans for the above referenced project. Please refer to my letter dated May 9, 2003 and find new comments below. 1. The service line into the small building on the corner of McIntosh Ave. and Shelburne Rd. should be shown as a direct line into the front of the building, not around the corner as is currently shown. At the time of construction, a new Erie curb box and stainless steel rod shall be installed at the curb stop, when the new 3/4" copper is installed. 2. The service line currently supplying the main building that will be abandoned shall be shut off at the corporation and the line cut and capped. Prior to any demolition occurring at this building the corporation will have to be shut off to remove the water meter and discontinue water service to the building. 3. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District the City of South Burlington Colchester Fire District #l, and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected according to their degree of hazard, with a backflow prevention assembly, and an appropriate thermal expansion system. Please contact this department for more information on backflow protection devices. 5. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 6. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 7. Further review changes may be required as this project proceeds through the permit process. 8. A hard copy set of As-Builts shall be supplied to this department upon completion of the project. If you have any questions or I can be of further assistance, please call me. Sincerely, AJayadeau Superintendent CC. Janet Hurley Plan Reviews: Northfield Savings Bank- May 27 City Engineer Comments Northfield Savings Bank Shelburne Road 1. The concrete sidewalk must be extended across entrance to the property line. 2. The existing sewer service, which will be tied into is 4 inch. New service can also be a 4-inch. Landscape RevI4 5/9/03 Northfield Savings Bank -Shelburne Rd O'Leary Burke Civil Associates — Chris Haggerty SE Group Landscape Planning — Mike Willard Talked to Mike re: landscape plans and made the following recommendations: • Select species other than Green Ash due to over planting • Move Red Maples back 6-7 feet from sidewalk to provide more clearance • 30" Black Locust and 18" Green Ash which are slated to be saved are not in particularly good condition and are not worth saving. Advised to remove and plant new trees in their place • Landscape plan shows no fence along sidewalk but site plan does • Parking lot lighting or trees along sidewalk should be shifted so light poles have as much distance as possible from tree crowns at maturity so light is not blocked • Tree Planting Detail should be included in plans 6/27/03 Final Plat The plans look good. The only change I recommend is that when staking is required, wire in garden hose should not be used. The use of soft, woven, webbing such as Arbor Tie or the rubber Tree Saver anchoring system is much preferred. Stakes should be removed after one year. CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW PUD Criteria 1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Response: The water requirement is 95 gpd (7 employees x 15 gpd x .90 reduction), the sewer requirement is 84 god (7 employees x 15 gpd x .80 reduction). Both are significantly less than the requirement for the previous hotel use on the site. Applications for water and sewer allocations will be filed before the public hearing_ 2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. Response: The project site has very little slope and limited potential for erosion. The project will have less than 5 acres of disturbed area so it will not be covered under the General Permit for Stormwater Runoff from Construction Sites. An erosion control plan has been supplied (see Sheet 6). 3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Response: A traffic impact review letter, dated March 5, 2003, prepared by Lamoureux and Dickinson has been submitted. It concludes that "...level of service C can be maintained at that intersection [Shelburne Road / McIntosh Avenue / Fayette Drivel even with the addition of the approved Lowe's and the proposed Northfield Savings Bank". Furthermore, the project will eliminate the existing curb cut on Shelburne Road and have its sole access from a curb cut on the side street, McIntosh Avenue, with this new curb cut located greater than 200 feet from the signalized intersection with Shelburne Road. Provision has also been made for the option of interconnecting the driveway serving this property to the abutting property on the north. Northfield Savings Bank, Shelburne Rd Page -1- Final Plat Application 4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comments from the Natural Resources Committee with respect to the project's impact on natural resources. Response: There are no known wetlands, streams, wildlife habitat or unique natural features on the site. 5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Response: This project is located in the C-1 district, the central purpose of which is "...to encourage the location of general retail and office uses in a manner that serves as or enhances a compact central business area". Regarding the Shelburne Road corridor, the Comprehensive Plan states in part that this area "...is intended to consist predominantly of commercial uses....", and that "...growth will occur primarily as infill or conversion development". This project that will convert a run-down motel property to a modern, residential scale bank and is entirely consistent with these purposes. It will enhance the appearance of the area in which it is located while providing a smooth transition to the residential neighborhood to the east of the site. 6) Open space areas on the site have been located in such as way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Response: This is a very small property with limited open space opportunities. One focus of the design has been to provide attractive, landscaped street frontages and a green buffer at the rear of the property. 7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not be limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. Response: The plans have been supplied to the Fire Chief for his review. Northfield Savings Bank, Shelburne Rd Page -2- Final Plat Application 8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Response: This project redevelops a site along the dense Shelburne Road corridor. All necessary utilities are already available to surrounding properties. A sidewalk will be constructed in the public right of way along McIntosh Avenue, in such a manner that it could be extended into the residential neighborhood in the future. 9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. Response: The property owner and applicant will be fully responsible for maintenance of all on -site infrastructure and facilities. The only infrastructure that will be turned over to the City is the sidewalk along McIntosh located in the public right of way. This sidewalk will be constructed to City standards. 10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Response: This project is entirely consistent with the goals and objectives of the Comprehensive Plan for the C-1 district. One goal for the district is to encourage mixed -use development in the area where the project is located. While the project does not provide mixed uses on the project site (the property is simply too small for that to be realistic), it in no manner hinders this objective. Another goal is to encourage development "...which promotes improved aesthetics, public transportation and traffic improvements, and pedestrian amenities". This project will improve traffic by eliminating a curb cut on Shelburne Road and making provision for future connection to the neighboring commercial property. It adds pedestrian amenities by constructing a sidewalk along McIntosh Avenue, and enhances aesthetics by removing the current run-down motel and replacin it t with an attractively designed bank. Northfield Savings Bank, Shelburne Rd Page -3- Final Plat Application CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW PUD Criteria 1) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Response: The water requirement is 95 gpd (7 employees x 15 gpd x .90 reduction), the sewer requirement is 84 gpd (7 employees x 15 gpd x .80 reduction). Both are significantly less than the requirement for the previous hotel use on the site. Applications for water and sewer allocations will be filed before the public hearing. 2) Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. Response: The project site has very little slope and limited potential for erosion. The project will have less than 5 acres of disturbed area so it will not be covered under the General Permit for Stormwater Runoff from Construction Sites. An erosion control plan has been supplied (see Sheet 6). 3) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Response: A traffic impact review letter, dated March 5, 2003, prepared by Lamoureux and Dickinson has been submitted. It concludes that "...level of service C can be maintained at that intersection [Shelburne Road / McIntosh Avenue / Fayette Drivel even with the addition of the approved Lowe's and the proposed Northfield Savings Bank". Furthermore, the project will eliminate the existing curb cut on Shelburne Road and have its sole access from a curb cut on the side street, McIntosh Avenue with this new curb cut located greater than 200 feet from the signalized intersection with Shelburne Road. Provision has also been made for the option of interconnecting the driveway serving this property to the abutting property on the north. Northfield Savings Bank, Shelburne Rd Page -1- Final Plat Application 4) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comments from the Natural Resources Committee with respect to the project's impact on natural resources. Response: There are no known wetlands streams wildlife habitat or unique natural features on the site. 5) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Response: This project is located in the C-1 district the central purpose of which is "...to encourage the location of general retail and office uses in a manner that serves as or enhances a compact central business area". Regarding the Shelburne Road corridor, the Comprehensive Plan states in part that this area "...is intended to consist predominantly of commercial uses...." and that "...growth will occur primarily as infill or conversion development". This project that will convert a run-down motel property to a modern, residential scale bank and is entirely consistent with these purposes. It will enhance the appearance of the area in which it is located while providing a smooth transition to the residential neighborhood to the east of the site. 6) Open space areas on the site have been located in such as way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Response: This is a very small property with limited open space opportunities. One focus of the design has been to provide attractive, landscaped street frontages and a green buffer at the rear of the property_ 7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not be limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. Response: The plans have been supplied to the Fire Chief for his review. Northfield Savings Bank, Shelburne Rd Page -2- Final Plat Application 8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Response: This project redevelops a site along the dense Shelburne Road corridor. All necessary utilities are already available to surrounding properties. A sidewalk will be constructed in the public right of wag McIntosh Avenue, in such a manner that it could be extended into the residential neighborhood in the firture_ 9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. Response: The property owner and applicant will be fully responsible for maintenance of all on -site infrastructure and facilities. The only infrastructure that will be turned over to the City is the sidewalk along McIntosh located in the public right of way. This sidewalk will be constructed to City standards. 10) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Response: This proiect is entirely consistent with the goals and objectives of the Comprehensive Plan for the C-1 district. One goal for the district is to encourage mixed -use development in the area where the proiect is located. While the project does not provide mixed uses on the project site (the property is simply too small for that to be realistic), it in no manner hinders this objective. Another goal is to encourage development "...which promotes improved aesthetics, public transportation and traffic improvements, and pedestrian amenities". This project will improve traffic by eliminating a curb cut on Shelburne Road and making provision for future connection to the neighboring commercial property. It adds pedestrian amenities by constructing a sidewalk along McIntosh Avenue, and enhances aesthetics by removing the current run-down motel and replacing it with an attractively designed bank. Northfield Savings Bank, Shelburne Rd Page -3- Final Plat Application $ I THRIFT CAR RENTALOFFICE 2 1 SUSAN 9PILLAVL I GARA E PAVED PARKING LOT ' _. EXIST[ LAR CLQAHENG W Q SIGN & DOROTHV BUCK PLANTER GRAVEL PAKING ;.EXISTING 61y ING TO REMAIN O EES . 3ov EXISTING IS ui / I I 1-A 7 3-VJ CONCRETE \ — \� `' \ �� \ & _. .- ro PAD >s Z I • O \ --- 14 IS -- S LE I \ \ ' EXISTING WOOD STOCKADEFENCE 2SHH o a w - /PROPOSED DRIPEDGI � \ ,� � i ' \TO REMAIN O ' BANK °- - , — I — ; LARKIN , MILOT PARTNERSHIPcoI CIO MCDONALDS S ALK LLl 25- 4-IS GRAVEL.... DRIPEDGE 3-AS WOOD FbiCEII --- _. ie \ 22-RR 3 NO ..2-VO , \ S SIDEWALK \ ; I l 15-MH VO HH [, ,� / 5-I IS u II ' • E S' S 14G \; ETREES ' I ' i ERNE A EAN y McooNµo BIKE RACK 11-RR 11-RR / \\ B 11-RR 1 SKEENING FIE 15-HH / I 11 �ti\M1 EXISTING EVERGREEN / _ - _ I / TREES TO REA/AIN 3-SV I / SIGN 5' S — FAYETTE AVENUE IACINT0S4 AVENUE v 01'ES PAVED PARKING LOT I FINNEGAN ( CHABRLANN MORRRO NOTE FOR DETAILED PLANTINGS INSTRUCTIONS AND SPECIFICATIONS, SEE LANDSCAPE DETAILS ON SHEET 8. GRAPHIC SCALE 20 0 10 20 40 60 Snle: r to PI..A I.A & de.ip l i'b^ Srt ps.,:1a131 eeiLV9 DV0 WiReyBrothers fella 5,aa ROGie W NH 1400 SE GROUP 9� aA.r�rwr,a.yc�p� W3 545422 """""` 0 "°"""' N O RTH F I E L R o., O'LEARY—BURKE SSAVINGS BANK.., PH CIVIL ASSOCIATES, PLC • , y , PN—_ Kr --------- -- ' """ESSEX cT.. T "e ESSEX ,.CT. VT LANDSCAPE PLAN 1•�p' FNOPIC ele-DDDO FAX eye-OYe9 ROUTE 7 SouM Burl VT IPF f Z THRIFTY O CAR RENTAL Z O J K m m p I JOLLEY ASSOCIATES NIT (530/349) 0 JOHN P. LARKIN N/T (121/442) y S71'I712t- - - - - _ __ _ _ 5 - 300.03' rd I PACIFIC MOTEL CONCRETE WALK - I � I LOYF11 T. t SHELLEY C. 39,000 s ft. F.y APPROXIMATE (LOCATION �AfE 4' r�yy VT GAS EASEMENT 0.90 acres r-� SIDELINES (294/80)N� � r CAR- (424/336) 'Q PORT CI) I W~ESIDENCE\ OFFICE I I z \ i I� I ��S N 7I*Ir12'W 300.03' ci ci McIntosh Avenue I _ ---------------- o n'l C.FMM/EGAN m I t c Y' I A,MORROW r----------------- rZn l� NOTES O THIS PLAT WAS RECORD RESEARCHCOMPILED AND INFORMATIONPROVIDEDPROVIDEFiELD D BY THE FOLLOWING PLANS AND REPORTS: PLAT OF 'TWIN ORCHARD PRK, SOUTH BURLINGTON VT, FOR RRCHARD F. HAYDEN', DATED OCT. 1953 AND RECORDED IN VOL 11/270 IN THE CITY OF SOUTH BURLINGTON LAND RECORDS. 0 OBARR ATAREM DE MAGNETIC. BSI 6D ON A COMPASS ® THIS PROPERTY MAY BE SUBJECT TO UNRECORDED EASEMENTS AND/OR RIGHTS -OF -WAY. (1) IRON PIPES SET ARE 1' DIA. STEEL WITH PLASTIC CAPS INSCRIBED WITH p38 VT. ® LOCATION OF PROPERTY CORNERS SET BY L&D WAS DETERMINED BY A LEAST SQUARES ANALYSIS AND ADJUSTMENT BASED ON 12 PROPERTY CORNER MARKERS FOUND DURING FIELD SURVEYS CONDUCTED ON 6/12/96 AND 7/09/96. FRIENDLY'S RESTAURANT FRIENDL S - CREAM CORP N/r (390/50S) (2BB/22) GRAPHIC SCALE >D 0 is 30 b '20 ( IN P'ELrI' ) I Inch = 30 ft LOCUS MAP NTS _LEGEND - - PROJECT PROPERTY LINE _ - ABUTTER PROPERTY LINE - a -- STOCKADE FENCE - x RAIL FENCE - O CHAIN LINK FENCE - - - EASEMENT - A - SURVEY LINE 3 •IRE IRON PIPE FOUND DIPS IRON PIPE SET 0 RBF REBAR FOUND • TOF T-BAR FOUND N/F NOW OR FORMERLY 0.13, DISTANCE FROM PROPERTY W42'05' W CORNER (NOT SET) TO IPF CIT/ OF SOUTH BURLINGTON RECEIVED FOR RECORD A.D. 20 Ar O'CLOCK MINUTES —M AND RECORDED IN — ATTEST: TOWN CLERK date description j by REVISIONS THESE PLANS WITH LATER REVISIONS SROUIO / OF ONLY K USED FOR THE PLR80'SE SROWN BELOW: SHEETS 0 SKETCH/CONCEPT D PRELIMINARY FINAL RECORD DRAWING Lands of o. pro} 03-01818 Lowell T. & Shelley C. Spillane survey L&D 1120 SHELBURNE ROAD - SOUTH BURLINGTON. VERMONT design cks PROPERTY PLAT Che DLH/LAL TO THE BEST OF MY KNOWLEDGE. THIS� date PLAT IS BASED ON INFORMATION ABSTRACTED �� t. � . 5-23-03 FROM PERTINENT DEEDS ND/OR OTHER ,`!! + scale OFFICIAL RECORDS, AND MARKERS EVIDENT ON .,... DOUGLAS LAMOUREUX & DICKINSON THE PROPERTY, AND CONFORMS WITH THE L. = 1"=30' REQUIREMENTS OF 27 VSA 41403. HENSON Consulting Engineers Inc. DATED THIS _ DAY OF 2003 No. 656 14 Morse Drive ^O• L S �i'FjJ `�O; Essex Junction, VT 05452 i /�� ,`(802) 878-4450 :P L FE.gineers-Plenners-Surveyors— Location Plan - n.t.s. Legend PROPERTY LINE — — ADU "w, PROPERTY LINE ..--�10----._ EXISTING GRADE CONTOUR -------� PROP05ED FIN151-1 GRADE CONTOUR ------ST-------- STORM LINE AND CATCH DA51N -------- W---- N-- WATER LINE Wlm GATE VALVE --------G---:-3-- w OAS LINE wlm GAs VALVE --------5----0- SEWER LINE o—�-r-��•--���• WOOD RAIL FENCE o—_b----�-0 STOCKADE FENCE T �T`Q,^ EXISTING TREELUE -Q• UTILITY POLE a GUTWIRE O IRON PIPE FOIRD X21190 FINISH SPOT GRADE Zoning Information zANED GOIIiF]CGIAL_1 R;-I RE rARGEL AA - L12 ACRES 139007 5.F.) DANK WITH DRIVE THROUGH SERVICE IS FEKMITTED ONLY UNDER FLANED UNIT DEVELOPMENT fUD W TH15 DISTRICT --------- PARKING= M FROFOSED SPACES. I NANDICAF Dimenskmal R--ouirements REOUIRED EXISTM6 FRO1`05E0 MIN"" LOT SIZE 40.000 51F. 3WO7 5F. 3RA07 5F. NINNMI FRONTAGE A-OCAL STREETS) w 300' 3W MINIMUM FRONTAGE WRE111A- STREETS) ZOO• w L3O MIND" FRONT YARD SETDAGK- 50• 2• ad SFIEILRNE IROAD MINIMUM FRONT YARD SETDAGR- �. N 66 MGMT0514 AVE. MINIMUM SIDE YARD SETDACK p• ID• p' MINI "REAR YARD SETDAGK �• �• YCESIDENTIAL ZONIN6 DUFFER) Lot Coverage EXISTING MCF05ED DULDINGS 4.617 IF. U30 9.500 IF. 16.4E PARK NG. SIDEWALKS 7.?U IF. tl00 MA66 IF. MGG DRIVES TOTAL 12A90 IF. 70.366 S.F. DENSITY Xp(Y33I 1tOF0 5F.07 20O66 F.XI00.522 39.0SF. 39.00'7 IF. MAXIMUM ALLOWED 702 702 FRONTAGE AREA ALLAKFA IOVE7 MC lAV WT154" 6,501 5F. L450 If. 302 2.962 5F. 145.611 023 5F. M611 SAW -=I SF. 2700 5F. 301 326 SF. 1164 4.167 IF. 146.3E I Ma• v mm—b M'ae I>tv a1 Swa BW�o• ~ _ N E 2 3 7 ' NSB SAVINGSVINGS BANK 'T- CRY- ' PLCSite Plan" 3007-26 9N YF- W n1uE wr°° U.S. P' 7 - Rrc161Xne R4 / Mclntah Avenue C.u.M A. xiMaMv VT G LARKIN / MILOT PARTNERSHIP G/O MGOONALD5 Fayette Avenue LSC " EXI57. SEWER MH RIM X}4.63 6• PVC, IN M6.35' 1 " 6• rVC OUT - M6.30' AIN LOW,ATI CATION OF EXISTNY OOOOO� HYDRANT �y 5 cRO551NG— STKAIN TRAIN POO LE I SIGNAL JOHN LARKIN () I I GRAPHIC SCALE M M M ( IN FEET ) I inch = 20 IL [DOROTHY BLACK 1 1 1 1 t 1 1 1 ExIsrING HOUSE VERNE a ,JEAN MG04ALP t 06TALL 5TADILIZED Kil. T, CATCH DA51N / LONSTRULTI ENTRANCE RNI ZIL 6• ,V WT .51%'Y 1 � --------------------------------------------- CHARLE5 FINNE6AN + ANN MORROW i LUMINAIKE 5(,eL 5YM60L E5C IPTION 6AR000 FORM) MA HOLUNi; (11 64' 6RFMUM TYPE 4 D6T C7ARDG0 FORMIO MA FiCk51W-, ~a Ill •04" 6RFM17M TYPE. i MIST. 5FAULDIN6 5T 00-fL CANOPY l i(7HT 5R 5p KECf55FG ' 5HAPER WAL MOUNitO W.fl- 633 2 13W FI_tK)RE",CENT RULfJS FA(,H M Legend -� fROFERTY LINE ABUTTING PROPERTY LINE —1p—_ -- EXISTR & GRADE CONTOUR ._—_...�..._. _.. F90P05ED FINI5N GRADE CONTOUR .------- ST-------- STORM LINE AND CATCH BASIN ------- W---- ►F- WATER LINE WITH GATE VALVE ar GAS LINE WITH GAS VALVE SEWER LINE WITH MANHOLE AND SERVICE -.--OHW-------- OVER FEAR WIRE5 ---use U (xx GROIMD ELECTRIC WOOD RAIL FENCE —v--L—r- v 5TOCKADE FENCE MISTING TREFLHE C� -0 UTILITY POLE + GUYWIRE O KOM FIFE FOLIO / APPROXIW.TE LOCATION OF EXI5TING HYDRANT �x.s cAH o AF(novD uuNxc a . rJON OTEARY-BURKE = `; C CWM ASSOCIATES, PLC P'10 s.wweWnitwc sarYs. 1 ¢saracr.w »u c resew r=zo' MH 106.V RECEIVED MAY 13 2003 City of So. Burlington 3007--3 Utili Plan" U.S. Rcu 7 - Shelburne Rd / McIntosh Avenue 3 South Burit-ton. VT i THKWTY a CAR RENTAL OFFICE w a U 0/ Fayette Avenue CROS51/X� STRAIN POLE 51Cf1J/tL JOHN LAKKIN 1 N i- ' �5-- -. RANTER 1 +, + + ------------ wo t (� { + }. + + + + + + + { r + + t tt + + + 12 0.31 0.56 041 02.9_U 4.4i-k'---------0d4-4.3U-"1 t-0.31-44-0.1i3 4.�-'�3f �9 -a90 053 023 O11 � Z r + + 1 i t + +_ + + + + + + + + + + + + +.... + + T19 1.09 .7.3 122i O. g BiR- `` O1� U.2+' 08i I:i 1,43 0,81 0, 4 ,r !.4 3.3t '3�3 ".ii U.`. 7 0,14 I+ + + . + I } + f + F + + + + + I�30 1.61 .38 2.011 LbE-96c ? 0.,0.V 11.4') 104 2,08 J IU Z35 ? 02i R 1 1 ._ ? 2,521 ` 1 �,U. 0.36 0.45 0,75 1.31 1172 1.12 I., LI.54 0.18 rl 1 I + +1 + + + + + + 1+ + + + (p3 1.I4 .64 2.35� 1.33 0. i 4 4.5 - Os1 036 0.48 070 0,85 0.%9 R..ti4 030 .l5 +-+- + T + + + 31 1.73 .98 1.901 6 2.29 ?.iG 0.5 .33 Oc 0.3! 0.39 0143 (1.45 0.40 029 I 30 1`6 69 ?04j 1•+1 0.7, ! e r' (1.:y 1)53 0.49 0.3 20 �0 l J 1.2...341/0. i 5`_ '4� 0 ' (J. r'i' 3.�0.4 0.39 037 57 II10,?3 c. !" db44 .27 13 RANTER I� Ir 1 1.3 0+ 0 7 ;U5 U0.48 ♦ +, + + + + { l + T + I} +1 + + b 35 tL' 2 1.5 C 94 0.90 .�A U.53 0. 5 �61 0 45 !J.6+, G:85 G.8 - 0.61 ! OAU 10. 0.3 (�3 0 �7 0.��4 0.51 .35 (�15 I+ { + + I +. t + + _ + + + + t + + + + + + + N + + + I+ + 0�'9 123 .43 2. 413: �19r -1.d9- 4 -' 4& A9� 44- O,�S-' .r r i 1.31- a 71 -i at3 �.i�- O i81[(I a� A.34- 01 0 81 1.J3 O8s 0.49 f j22 0.13 !�18 1.:? 2.. l.64 (1.92 096 2.Os i.'.71 L:.81 2.65 1.9E 0%0 J_ir ! r; 2.68 �s6 26) 2 6 I-V 0.41 0.4, 1.011 177 2.36 l79 0.79 9 0,14 O MAPWn XI 1.12 0.34 0.13 06 0.48 08t 1. 3... .10 1',r 0,J ".3.! .4 y :l.02 3. 3• I L./3 �5 (l.39 0. , 0 5 4,,, 0.69 30 0.12 + 6'4 5,11015 02J 0.74 ,0.10 OJ 0,17' SIGNAL STRAIN POLE cl ntosh Avenue FRIENDLY'5 RE5TAUKANT Owner LOWELL + ShELL.EY SPILLANE 41 OEROY CIRCLE SHELDURNE. VT 05407 Applicant NORTFFIELO SAVINGS BANK 33 50VTH MAIN STREET NORTHFIELD, VT 051563-0347 PAVED PARKING LOT VERNE ♦ JEAN MCOONALD II 1 CHARLE5 FINNEGAN + ANN MORROW EXI5TING h10USE Legend �- PROPERTY LINE - - Ad1TTIW6 PROPERTY LINE WOOD RAIL FENCE p---b-p--�--o STOCRAOE FENCE UTILITY POLE ♦ 6UYWIRE O IRON PIPE FOUO RECEIVED MAY 13 2003 City of so. audington T RSD IMITH (/IL7P L16Hf51 6d0 W4 Ifim WA A? 95 aD a:4 Rse to. caRort LI6HT51 GRID to ae 4o WD I W "0 C f Ri1fN raeNi M. R um in w4 aR m wwFUM p ar, S ~� p FVJq IN HMbft N '6! 6PtIf7Y THE I DIX. II Um ITS YNCR to mm 91 TCIf RM Va aTi 1 XNADN6 57-m-IL CAM I16W-51L So RFCEM N r-my--*OM mw II (a* Vmw a74 4 SNM LK+fl* W L LYIM VM 633-AR FYI Fl.1A7RE5CM 0 a N FUM5CRM MM IM Fna WO 7 WALL M%W( am 3 I;Ls 6AN M ���.-� O NORTHFIELD }cev' °' GRAPHIC SCALE ��`` �'° tf� �'. PLO �iTinVC NSB SAVINGS BANK 300� '�_ p ox.w �� 7� OPLEARY-BURKE =. cm P.10 l^Rn1mrt ♦CCl1l•iwTtC PLC ME ASSOCIAl ES, PLC sN�1FMAKNESutEe Lighting Plan" �-- 70D7-4 Q,s'� ,;`: ( (IN F>SRT) %fj� +S� I ix6 - YO x rsffr�cr... rr U.S. Route 7 - SMWurtx Rd / A+1dW�Nh Avmxw Li HLS Cu GRAPHIC SCALE PJO LD t =N� CAN �� xn r PA 1 inch - 20 /! �t+�• l\ 1'.20' I n"nnA / — fROPERn LME \1 ADUTTNI6 F ROrERn LNE ________ST________ ST01tl1 LM A10 C.ATC44 DASIN _-.._.._W ---- WATER LINO WITH &ATE VALVE M -______6.___}.}-_ 6" LINE WITH 6A5 VALVE '. --------- SEWER SEWER Lee OVER HEAD WIRE O—e WOOD RAIL FENLE STOCKADE FENLE ,^ EXI5TIN6 TREELINE UTILITY POLE ♦ GU IRE O IRON PIPE FOld1O 7..I 03 ngton r Owner LOWELL + 5HELLEY 5PILLANE 41 DERBY GARGLE 5HFLDURNE, VT 05407 Applicant NORTFFIEL.D 5AVIN65 BALK 33 5OUTH MAIN 5TREET NORTHFIEL.D. VT 05663-0347 "r 1:1°°"°°"""` O a�+ NORTHFIELD ' ;:°- NSB SAVINGS BANK '� p'LEARY-BURKE 3007-5 CIVIL ASSOCIATES, PLC - Existing Conditions Plan U.S. Route 7 -Shelburne Rd /McIntosh Avenue 5 �A"°a South OL ilreron, VT NOTE- WATER LINE 5WARATION NxN1�FJtI>1RN6 Olt ufRLO AWAW 1p1NK°A>�RYU.SIAPEDfD[ ro soaE wHD¢ � ICE at« wT� i0 ��RM p' SPMAIWN TMbpO� rNF wA�iPx N NC Xwp[ T�}lb m>iATT°�'oorroK LR� n MEAx WNDNeVHK LV� MS TO M1pA A 9 � Qa AY e' V/RTX/L >w ARAT TO H E%CAVATN rARWA TNN°IXLILY MIBACIED ` 5� >iANNpVi°> NO �n RWR TO IACPrKLNX NO LrMAK ]NMNl K N NOTE- WATER LINE CR055110IIHS M SIRS a TITMNCIRS N OFPTII R COVER N MESS 1H.1H S T/E W5ENTERED SSWflK GIO".'ILAf AI� � Mt1�iM�.i �MOeivTMml M�� FT SN4L rEr9YAlF0 OM NKL a' 11K1f NMAI[O PTiF>pC '. Wmf� Tn L 10ANC+ �D[ oiTS hP0»Wb >IW�u pprE —A.TM � »rY✓��N irv. CNNiWtm AGOK OR°af1oW M MMYOt L9l WIIH M°` 40PED ro M AxDE a ppOY �N' w wul'WppLAaE ,ygypN t AIPriAEs wf.V.rzM• D M APPM\ED ROf}t RR[ N' K OU159E . NWINN DDTANK�p b � [waRlX�u If _rOl:) M iRC� t R sTwti¢i i0 wAmi w. I BM16ll TIOROINiM.Y CQIPKIED N r �i +f dAYERR W PEE) TO DAXi°LLM6 eAFNy+'alD a6ro01 dre�M � Apry��>�r1U(N. M W sWLA7m IOroit4YK fxlwQQ 1MQ11�ll 1/Y GUILTIER + TO /KiOf! DNNr[ Alp[ w L TIE GDNTRALTOR SHALL AT ALL TWINES NEED TIE TRENDIES CENTER ONE LENGTH OF PIPE o ENTWELY FREE 6 WA" UNIIL ALL WORK K IRHIaIED OVER SEWER AM READY NN BACAWLLRNC NEW WATERLINE INIWSIHRBFD SOIL J 3/4- 6TNIE BFOBNO 18' YW. NEW SEWER PPE TO r ABM rnoWN (r FRE (ONE LENGTH ON �NT"� TYPICAL SANITARY TRENCH TINY YN. NTS NEW WAR]TLRIE CENTER ONE LENGTH OF PPE I MOST SEWER SEWER / WATER 5EPARAT ION DETAIL FOR CR0551NG5 NTS ExGVAWD W1EWl Rw60RKY LGPI N r IIFTs Or SBFS OE lIOlOW 1 R. QI IIDN N CEI NREED T FEAS(MII MALL BE 9IEEIfD a WaPP♦D ro nR AN3E X P6b4 AAPOVm Rau n[E CONNPKAO N r �n AYERR) r roEWN K us TNMW r q PWo�rK Sl�if� M WIRPA ONP LPN. 'axN[Rp PPE) 1N GW,RKTOR SHIM AT w,.r., NQEP Rc ,ITDHaNEs 1NLLv IA2 6 WAR/N r� DTI., a J/r srarc nn TYPICAL WATER TRENCH NTS USE 1'MA PVC PPE R) YARN( LOCATION AND DEPTH Or SERVYE COMECTRH _ r(R SANTARY LIES, r COVER EXTEND FROM PWc TO 2' IS MESS THAN 5 I/T. FUCE 2, ABDVf _AL GRAM TMG( NANARDW BOARD CONCH IS WTAMME FOR W.MDAL OWR PPE N NO CASE SMALL THE COVEN M TE55 THAN J r/2' PROPERtt tRIE OR EASFYENT OVER THE CRpN, BDINDMY 1pPG1ARY r NPINAw FT'Ua SERVNZ SR JS PVC `SLOPE 1/4/FT. SEWER DRESS OTNEO WISE YAN JG'SDR M FW NOTED WEEP nTTNc 5011 A PVC TINE i. SEE SEWER iPflICH MTAL FCR BEDDING ING D NAN ,Nro sERWCE (1ETAM5 SANITARY SEWER 5ERV IGE CONNECTION NTS O8" DUCTILE IRON GRATE STANDAM FINISH GRADE\ DRAIN AREA - 29.7 SO. INCH SEE PLAN SHEET 2 NO 5, FOR SPECIE Ir SIZES. ELEVATIONS AND SLOPES. M CA511W ARE RATED FOR L16HT WHEEL LOAD TRAFFIC 2. QUALITY, MATERIAL SHALL COWFORM TO ASTM A46 - CLASS 3015 87 SDR 35 PVC 3. PAINT• CASTINGS ARE FURNISHED WITH A OLACK PAINT INLINE DRAIN AND GRATE DETAIL NT5 I� SO/ARE CLEANOUT FRAME .& COVER T L'OARON R-806 OR EQUAL T 2500 PSI COK.'RETE SHORT LENGTH OF PIPE 45'BEND AS NOTED ON PLANS 35 SEWER LINE CLEANOUT DETAIL NT5 f BON AS NECESSARY PROVnE a• T(PSR TO 1MNTAN Tr DFPM ""° wAss DEARER (cowsWVAnOH Wx) AND aw6 nYTT. NN. SLOPE N Drrw DFPTH vARRS FROWOf WM. 6Ir— ORIONAL — ORNGW _ AMPULE INVERT NVIIRT -sGPE ro MATH KIN. OF O.00S WR SWAE w1H ER09GN CONIRG YATTMc AN0 D NAx. OF a o.w R/I'f (BEN 1MRA SI OR APPROVED EQUAL) FORsMoxs ExaEDIHc 2{ GRA55 DRAINAGE 5WALE TEMPORARY 51LT FENCE HIS NOTES I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING VATH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED. SPUED. OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY CONTRACTOR, 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECSSARY TO CONTROL OUST WRING THE SUMMER. I PROVIDE WPROPRIATE TRANSITION BETWEEN STAOIUZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. 5TA61 L I ZED G0N5TRU(_T I ON ENTRANCE NTS General THE PURPOSE OF THE EK051ON • SEDIMENT CONTROL PLAN 15 COMPLY WITH STATE R FEDERAL REEU_ATION5 DEALING WITH THE CONTROL OF NONPOINT SOURCE W54 POLLUTION THE PLAN CONTAIH5 A 5ERIE5 OF DEST MANAGEMENT PRAGTICES IDWP5) PESIGNED TO MINIMIZE POLLUTION RESULTING FROM STOKMWATEIE RUNOFF AND OFF-5ITE 5EOIMENT DEPOSITION OIRING LAND P15TUMANCE ACTIVITIES. THE PLAN CONSISTS OF THREE COMPOHENT5. PREVENTION - -... TMED NT. ANCONTROL. PREVENTION MEASURES AVOID WATER QUALITY PROMXWT L,f AVOIDING ACTIVITIE5 THAT CAUSE NP5 POLLUTIO. PREVENTATIVE MEASURES INT ..'-A.)E MWIMIZIN6 DISTURBED AREAS AND 5EQUQNCING CONSTRUCTION. TREATMENT k=A' "_5 INVOLVE THE USE Or PHYSICAL METHODS TO REDUCE THE RESIDUAL LEVELS OF MO FOLLUTANT5. TREATMENT SYSTEMS INCLUDE THE USE OF DIVERSIONS. TEMPORARY %ORIENTATION DASNS AND PERMANENT DETENTION DA51N5. CONTROL MEASURES INCLUDE ROUTINE IN5rMTION5 AMC) MAINTENANCE OF THE TEMPORARY AND PERMANENT OF THE TREATMENT MEA51RES. Erosion / Sediment Control Sequence PRIOR TO DE(TUNIN6 CONSTRUCTION ON THE SITE TIE CONTRACTOR SHALL -INSTALL THE STABILIZED CONSTRUCTION ENTRANCE' INSTALL THE SILT FENCE AS SHOWN ON THE PLAN• THE CONTRACTOR SHALL NOT CLEAR ANY AREA UNLESS CONSTRUCTION WILL BEGIN WITHIN THE CURREC NT ONSTRUCTION 5EA50K IMMEDIATELY AFTER CLFARMG AND RUA 6GING THE AREA THE APPROPRIATE SILT FENCE SHALL DE INSTALLED AMC) ANY STOCKPILED TOPSOIL SHALL DE 5URROUDE0 WITH A SILT PENCE OR A CONTINJOU' ROW OF HAY DALES AND THE PILE SHALL DE SEEDED AND WALLI£D. ALL NON-HMPERVIOV5 %"ACE5 SHALL DE TOP50N.ED, SEEDED AND MULCHED WITHIN '15 DAYS OF E5TA0Lt5HIN6 FINISH GRADE DETWEEN 5EPTEMEER DTH AND OCTODER DTI. ALL 0I511"ED AREAS SHALL DE T91CO MY SEEDED AND MLCHED IN PREPARATION FOR WINTER. FOR 511EWOKK THAT OCCURS DETWEEN OCTOMK DTH AND APRIL OT. ALL AREAS THAT ARE EX-06M SHALL DE MULCHED WITHIN 7 DAYS. THE OWNER. OR HIS REPRESENTATIVE. SHALL INSPECT THE SITE AFTER EVERY RAIN EVENT GREATER THAN 0.50' OR AT LEAST ONCE PER MONTH. AND IM1a;'IATELY MAKE REPAIRS OR ADDITIONS TO THE EROSION AND SEDIMENT CONTROL DEVICES ON SITE A5 WHEN VEGETATION AND PERMANENT SURFACE5 HAVE DEEM 65TADL.15WO ON'01 OF THE SITE. THE TEMPORARY CONTROLS MAY DE REMOVED AMC) THE STORM POND RECONSTRUCTED TO 115 FINK. CONFIGUEATIOK RE C'EIVED MAY 13 2003 City of so. audington ALL JOINTSOINTS SHALL BE THOROUGHLY1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. CLEANED AND COATED WITH EXISTING 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. ASPHALTED �_._. _._._ SM007H CUT EXISTING BIT. ___-__.. BIT. PAWING ON ONE OR CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID ASPHALT PRIOR I _. ___ __.. .4 PAVEMENT PRIOR TO PAVING BOTH SIDES PAVEMENT. TO PAVING OF EXISTING OR / I BACKFt L TRENCH N 6' LIFTS AND COMPACT EACH LIFT TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE MIN. '\ I MINE 1 A MINIMUMF TYPE A ER 2" OF 11/Y OF TYPE M OVOE Y OF TYPE I BAY COURSE CONTENT AS DETERMINED BY AS1IM D698 STANDARD PROCTOR. + 1 I / {. REMOVE ALL LOOSE MATERIAL AND 1HORWGHRY SWEEP IFIE HONE AREA CLEAN OF MUD AND STANDING WATER. ��\\\\� \ 5. APPLY LIQUID EMJLSION (RS-1) TO VERTICAL FACES W A UNIFORM MANNER. 00 NOT PUDDLE FLULSIGI ON c \\\ BOTTOM OF THE HOLE. o • THICKNESS OF EXISTING TRAVEL 6. PLACE TYPE B BASE COURSE PAVEMENT A MINIMUM OF 2' THICK. - N. ' - OR IMAIIMW DENSE.STATE GRAVEL GRAVEL BASE SH CRUSHED STONE PER VT. STALE T FILL TOP OF HOLE WITH TYPE W 817UNNOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2'. FINAL c_ .+ SPEC. 70{.OB _ LIFT SHORD SEE I TO 1" ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION THE PATCH IS LEVEL WITH THE EIeST1NG PAVEMENT. EACH LIFT .. BE THOROUGHLY COMPACTED WITH A = NM. _= i lJ 4Pi Ipc THE CONiRACiOR SHALL NOTIFY "CGSAFE' AT 1-800-MI5-{977 PRIOR TO ANY EXCAVATION. VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS S140M THAT 15 TO 20 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE TRENCH _ _ _ NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS EXCAVATION _i THAN 1 S.F. ). 8. CLEANUP AREA DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SINS AAA DEVICES REPLACEMENT OF EXISTING 61TUMINOU5 PAVEMENT NT5 4 WilkyBmIffi s e w.Ear.OW: Ea.,► c.�.j 10 MMn 811" PJO RoT/N1 .. NH 03M O Ph— 003 3351400 F— 603 3354542 NiS O RTEDp DR _ O wWN 1 0— C3 O'LEARY-BLTRKE CIVIL. ASSOCIATES, PLC 5 ANDREW AVENUE. SUITE 5 ESSEX JCF, VT PHONE: 878-9990 NNORTHFIELDSB 30 °' SAVINGS BANK J007 3007-6 Storm, Sewer & Erosion Control PLAN Tom, A D.ft& & fpedfi t l 6 GENERAL GON5TRUGTION 5PEGIFIGATION5 I' TYPE W BITUMINOUS PAVEENT 1 1/2' TYPE N IN OUS PAVEMENT -N SEE 511E PLAN \ FOR GRADING NRAFI FARM OR EMULSIFIED ASPHALT a500 PS CO END AREA - 0. `12' DENSE dRADSb CRUSMM[ED-STONE4� 4SfA OR RECLAIMED MAIEITIM ] CONTRACIOt SMALL NOTIFY ENGINEER TO INSPECT SUBGRADE SOBS BEFORE PLACING ANY GRAVEL PARKING AREA DETAIL NTS 5H]E MANVFACTUIEERS DETAIL SHEETS FOR REpb DOLT PATTERNS 2'l FINISH ORAOE PIMAR ♦4HORIZ 15 K5 W 3 VERT. 5TIRRLIP'A 4W T 5CH 40 fVC, CONDUIT 7 24 I~ ti LONE COPPER GROUND KOO WITH 40 COPPER WIRE FOR CONNECTION TO POLE TYPICAL LIGHT POLE FOUNDATION (15LAND1 NTS NOTES : 1) CURBIND SMALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/E JOINI BETWEEN SECTIONS. 2) CURBING ExFmSiON JOINTS SNALL W CONSTRUCTED EVERY 20' AND SMALL BE CONSTRUCTED OU MATERIAL COwm NG TO AASHTO DESKRMTION M-153 ( 1/Y SPONGE RUBBER OR CORN. ) 3). ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT-SPALIJNG COMPOUND. CONCRETE CURB NTS 5' DOCK 3500 P.S.I. CONCRETE WALK 12'..{— 4'TOPSOIL t' TOPSOIL r 5 SIR 12' CRUSHED GRAVEL BASE'jF� Jr - (VT. 704.05-FME).1 ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANR-SPALL)MG COMPOUND. TYPICAL SIDEWALK 5EGTION NTS 5" 11WCK 3500 P.S.I. CONCRETE OR OTHER APPROVED ATMENT {L..112--'' VALES 4'TOPSO L SEE PLAN 24' SAND 0'.`i + + BASE (VT. I-S .:/ �^ .,/ ./_ H ` 2' THICK DOW STYROFOAM SM SPEC. DR EWAL INSULATION BOARD 703.03) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPAWNG COMPOUND, TYPICAL SIDEWALK 5ECTION ADJACENT TO DU I LD I NG NTS DURABLE ARROW PANTED MITE µ- NOTE= ARROW SHALL BE SIZED TO WEFT STATE 5PECIFICATION5 PA I NTEID ARROW NTS 5LOPED GRANITE GUR6 NTS 18" RESERVE PApRKWG VAN ACCESSIBLE I "' VT. SHE. E-121 VAN AGGE55115LE 51GN NTS NOTE LIHE5 SHALL OE t' UNITE PANT HANDICAP VAN AGCE5515LE PARKING NTS 9NWAIN SIDEWALK RAMP WTH T YUI ED FNMA, . SWEwAIx RAMPS SMALL M INSTALLED AT AL STREET INTERSECTIONS WERE NEW SIOEWAXID S ACURBS I.TERSECT. 4AN4LM tK9RnWE RAMP ROPE - 1•/FT. W//, SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP 51DEWALK RAMP NTS MAY 13 2003 City of So. Burlington 1) UT AK .f SOURCE SHOMM IEREON WAS BE EITHER AC BEST COMPLETE SCOMM AFRO MAYOR MAY NOT C OTHER ACCURATE OR COMPLETE. CGITRAND S ALLiW VERFY EXACT FOR ANY a E%I ANY OJTY.S AND SHALL IV T RESPONSIBLE O FOR ANY DAMAGE HEREON. ANY UTILNY. PUBLIC OR L VERIFY SHOWN OR NOT SHOWN CORRECT COH RulnE STUMP NERRY NEW TAP LOCATIONS AND TOR OO LT ALL VI ERs TO NEAREST SOtANE 1HNWGH COONONA'11ON WTH unuTr oWIER. 2) THE OWiRACTOR SMALL BE RESPOSBE FOR DEMOLITION AND REMOVAL G ALL EXISTING VEGETATION. PAVEMENT. AND STRUCTURES NEESSARY TO COw ETE TIE WORK UNLESS NOTED ON THESE PLARS CONTRACTOR SHAM RpMOYE ALL TRASH FORM SITE WON OOMPEMN OF CONSTRICTION ANY SURFACES. UES OR STRUCTURES MACH MAVE BEFJM DAMAGED BY THE CONTRACTOR'S OPERATIONS SNAG. BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT INWHICH THEY WERE FOUND NMECAMY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE OWNER DETAIL SHEETS OF THESE PLANS FOR ADOnONLL DETA ILS. REOUEAIFI IREH AND sPEcATMNs. 4) ALL WORK SNAP BE N ACCORDANE WITH THE II IO VERMGIT ATCNCY OP ,RANSPORTATGI STAHAARD SPECYCAWONS FOR CONSTRUCTION, THIS TOWN PUBLIC WONIs SPESN:ATONSS, AND TESE PLANS 5) NEW PAVEMENT WARNINGS SMALL BE N ACCORDANCE WTN NOTE N AEO.E. ALL E1GSlING PAVEMENT WARNINGS CONFLICT! MTM THE NEW WROWMENTS SMALL BE REMOVED BY GRNONG OR IWIRHB G B) A MINIMUM OF ONE-WAY TRAFFIC SILL BE MAINTAINED AT ALL TIMES CONTNVOK TWO-WAY TRAFFIC WILL BE REOURED AT NQ HL PER( -HOURS, AND WHENEVER POSSIBLE DINING ACTUAL CONSTRUCTION ACrATIES IF DEEMED NECESSARY BY THE OWNER. MONC'ALITY OR ENGIMEA. A UNFORMED TRAFFIC CON. OFF,WH SNAIL DIRECT TRAFFIC DURING PEAK HOURS TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGI6 SMALL BE ERECTED BY THE CONTRACTOR N ACCORDANCE WTH STATE AD TOWN STANDARDS 7) THE CONTRACTOR SHALL BE RESPONSWIE AT NB DAM EXPENSE FOR ENSURING TNT THE OUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WERE AND WEN DEEMED NECESSARY. THE CONTRACTOR %ILL BE AEOAIED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER APPLY CALCIUM CNORDE. OR SWEEP THE ROADWAY WTH A POWER BROOM FOR DUST CON ROIL B) THE CONTRACTOR SMALL MOVFY THE ENGIN ER 24 HOURS IN ADVANCE OF STARING MY WORK CUTIINC PAVEMENT, BEGINNING THE INSTALLATION OF ANY UTUTER BMSANG N ANY NEW GRAVEL OR STORE FOR THE NEW BASE, PAVING ALL TESTING, AND FUN. INSPEclN,W. IN CRDER TO ASSURE COMPWNCE WITH THE PLANS. I) PRIOR TO BECKMG CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED B' THE ENGINEERR, 10) ALL — SLHALL B[ PLACED IN 6 INOf LIFTS AND T10ROUGIWY COMPACTED TO m OF MAWHWM DENSITY OF OPTMUMM MOISTURE CONTENT AS DETERMINED BY ABM D09B STANDARD PROCTOR, AMD SMALL EE TESTED AT SOD INIFAVALS. UNLESS OTHERMSE SPECIFIED, M) BAOOILL UNDER PINES IN FILL AREAS SHALL BE COMPACTED TO 95x OF MA%IMVY DENSITY OF WTWUM MOISTURE CONTENT. A MINIMUM OR TWO N TESTS (2) OOMPACDSHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PPE PPIOR TO INSTALLING THE PPFS THE PIPES SHAH OHLY BE INSTALLED OVER ADEWAEELY COMPACTED SONS. 12) THE MIAYBALE DAMS. ELT FENCES AND DITCHES SMALL BE MAINTAINED AND NEPAIED BY THE CONIRACTOIH AFTER EVERY RAINFALL OR A4 ORDERED BY THE EN.VBER UNM ALL DISTURBED AREAS NAVE BEEN PAVED OR GRASSED AND APPROVED BY THE ENGINEER. THE ER MAINTENANCE G THEOSION CONTROL DEVICES WILL INCLUDE TIE REMOVAL OF MY AOOMULATED SUNNIER AIM. 13) TIFFS DESIGN MUST WE INSPECTED BY OTEMY-BURIE OW ASSOCIATES PLC, ESSEX JWICROM. VERMONT. TO ENSUE COMPLIANCE WTH THESE PLANS, OlEARY-BURNE WAIVES MyAND ALL RESPONSIBILITY AND UABUTY FOR PROBLEMS THAT VISE FROM FAILORE TO FOLOW REST PLANS SPECNCAnONS AND THE DESIGN INTENT THAT THE PLANS CONEY. AND FROM FAILURE TO HAYS BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORMS AND TESTS N PROCESS 14) ALL SLOPES DITGES NM DHsiURBED AREAS SHALL BE GRADED sNWTM. CLEAN AND FREE OF POCRETS WTH SUFFICIENT SLOPE TD ENSURE MANAGE. 15) SEE ARCNTECTURAL PLANS FOR BUILDING. GRADATION REQUMEMENTS MATpIAL x1E azE Ammer (>q rAmw Suo ws.w - yr mEc >o>w 2' ,aD x N noo repo Io-taI x o-zo x o-ex v MFOR suBIA4 - n srxc J04 N nDD RDD 2o-ao a o-u a o-ex ow, r Nuw. Fm sueRASE VH SKC )M.06 : , ln' N noo pDo rao x 90-IW x SD eD a o-r2 x o-R : ODIC GRADED CRU9E0 STORE yr SPEC TOIL. W ,/T Y 2' 1. x Ro-,00a Ta-IDOL +n' N IIDD SD-ROa DD-mx +o-4ox o-H a 4VY e{ 11 %MCAT �. =A ^NInET _........ l7 RmoRo LWAIIA O ARDANMAr 4 s so A i No. A Z P.D CAM O'LEARY-B lJ lii1E St]] P ..� DAAMrr `AR CWM ASSOCIATES, PLC � / 'gram® �i� GrNGIm P1- 5 ANDRE ESSE% xT, VSUtff 5 NTS PHONE 878-9990 FAX: 878-99M WilleyBrothers A &&Wftrbm Gw* omp" 10 MAR SBBBL AFDC 111 NH OM PADrN: Boi 3831100 1— 803 3M 4542 NCR NORTHEIELD jD SAVINGS BANK (RmAeddE Da) Edge) SECTION SHRUB SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NOTE: SPACING "D" ROW *A' NUMBER OF PLANTS/SO. F • ALL MATERIAL TO BE 100% NORTHERN WHITE CEDAR • ALL MATERIAL TO BE STAINED, WHITE (THREE COATS) 5' O.C. 51.W 0.04 4' O.C. 41.57 0.07 36' O.C. 31.2W 0.12 30' O.C. 26.00' 0.18 24' O.C. 20.76" 0.28 ELEVATION �q1 ORNAMENTAL WOOD FENCE n SCALEI/7=1'-0' wood fence.dwg CAP FRS OVER POST FRAME RAIL --- 11/2'1CJ' 5/8" (Routed Edges) 5 1/r SQUARE POST BOTTOM RAIL — 1 1/2'1L5' S/8' (Routed Top Edge) SECTION NOTE: • ALL MATERIAL TO BE 100% NORTHERN WHITE CEDAR • ALL MATERIAL TO BE UNSTAINED ELEVATION gR WOOD SCREENING FENCE SCALE 10=1'-(r wood screen fence.dwg NOTE: QUANTITY OF SHRUBS AND S AS NOTED IN PLANTING SCHEDULE. NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT WIRE TIES W/ HOSE LOOPS,— TOP OF ROOTBALL TO BE PLACED AT SEE SPECS. SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD FASTEN WIRE BELOW POINT OF— BE EVIDENT. MAJOR BRANCHOJG OR TO MAJOR OUTSIDE TRUNK 2' WELL COMPOSTED BARK MULCH 2 }' HARDWOOD STAKES. ALIG CUT AND REMOVE BURLAP STAKES PARALLEL W/ ROAD) WALKS FROM ROOTBALL OR PARALLEL W/ DIRECTION OF PREVAILING WIND. RE DETAIL F/8 PLANT MIX ALL STAKES TO BE CONSISTENT. - 3 PARTS NATIVE SOIL -1 PART WELL COMPOSTED COW MANURE FINISH GRADE TEMPORARY WATERING BASIN— FINISH GRADE 7 MULCH BREAK APART EDGE OF EXCAVATION --- W/ SHOVEL AND BLEND PLANT MIX FILTER FABRIC SHRUB BAIL W/ EXISTING SOIL TO PROVIDE GRAVEL TRANSITION TO UNDISTURBED GRADE — — 4' PERFORATED PIPE WHERE PLANTING LANTIN MI _ _ APPLICABLE. PERFORATIONS AS SUBGRADE UNDISTURBED GRADE LAID DOWN UNDER DRAIN EXCAVATE ONLY TO SPECIFIED r- • AS REQ'D r-e" PLANTING DEPTH TO ENSURE STABLE BASE C SHRUB PLANTING SCALE 1/2- - 1'-0' Shrub.dwg NOTE PLANT OlWlffilFS 0ElT3dAINFD BY MJ! T5L MMs AREA PM FT.) SY NUMSEN OF PUNTSISO. FT. FOR REQUIRED SPACING ------ 4 — PwacENrER — R Row - OUMtttTY OF Pp ENNUIS SPACING AS NOTED IN RANTING SCIffDULE. _____--SEE PLAPIIINO LIST FORNNii SPACING ------ SETATORIGIN&PLA1T1INGDEPTH —01i GRADE ---POTTED M4EN UL PLANT( MUCNASSPEfaFED _ — PLANTING MIX AS SPECIFIED ..y D PERENNIAL PLANTING ALE: 1/2' = 1'-0' TREE PLANTING SCALE 1/4=1'-W Tree Ptanting.dwg 18ff 180' ALIGN STAKES PARALLEL W/ ROAD OR WALKS x— EDGE OF WALK OR CURB A TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 12W 120' W CALIPER TREES ORLARGER - ALIGN 2 STAKES PARALLEL 120' W/ ROAD OR WALKS O O f-- EDGE OF WALK OR CURB C. TREE GUYING �C1 TREE STAKINGLAYOUT SCALE N.T.S. TREE STAKING.DWG aldMs� a,v�av�AMlm Pd^'��R eea4Me SE GROUP .a mar O �smw ao"ww O v.ri O'LEARY—BURKE v­ CIVIL ASSOCIATES, PLC wN--- :u 3 ANORES JCT' . SUITE 5 LONE.X JCT, r AS NOTED PHONE: 9500 FAX: 978-97d-99E9 RECEIVED MAY 13 2003 CRY Of SO, Budingt®n Wk lw WilkyBIY ffieTS 10 Menel.m Rod-W. INN 038.9e A&qAfiWyMq Gm"ll Ph— 003 3351400 Fec 903354542 NORTHFIELD�;203 SAVINGS BANK - LANDSCAPE DETAILS 8 A NORTHFIELD SAVINGS BANK - SOUTH BURLINGTON � Y ^ NSB&Ov RT/�GS ILLIN BANK t -- 0 ism i l 1 1$ -__ ■ ■ -- ■ ■■ on M. �.� .t .,r �, _Jye7�t+t 1. 1 � r✓+, Y"r ,/�� { � i L 't,( lr ,+t tt .vrt, � �'i y,�,�7 �, i'�y f .may, �,y� ♦ '%� '.P "Il�tt �M�J j'l+l��' • �q, 1`f �i'} �� .a .F !., �'�7 ".b � , 'n y�iF` a- : t • '}+ IY 1 r I y i .dePl y',•R i^�.� � W„ + ; - 1: � e � „ . .• , r+ .1 ( , � �� fir"' �� °��,, �yt,.; �ty�;1 ;1 t V, Information, material, and designs in this document are proprietary to and owned by Willey Brothers Inc. and may not be disclosed to any third party, reproduced, posted on a global computer information April 2003 WilleyBrothers network, ordistributed in any way without the written consent from Willey Brothers Inc. © 2002 Willey Brothers Inc. All rights reserved. NorthfieldSavBk PRINTOUTS.QXD Cc 2003 Willey Brothers A BrandPartners Group Company CA5f Uf N r W1NP0N5 UVAR91INaL 5-27P P i WilleyBrothem A BrandParhurs Group Company 10 Main Street Rochester, NH 03839 Phone: 603 335 1400 Fax: 603 335 4542 T I T L E i! SIDE ELEVATIONS S C A L E 118a = a-0" C L I E N T NORTHFIELD SAVINGS BANK SOUTH BURLINGTON, VI 1 N F O PATH: ISSUE DATE: OW13103 DRAWN BY: SBH CHECKED BY: REVISION: 1. Z 3. 4. 5. 0 Thaw d-- or parts dw d— as PmP" of wnay erotn ma.a mayor adup a foranyporpaaaawi0 tprlor_mrnMaban WANy tiro , 1— a2002, Wtllay B3rat —. I— A-2.1 w"w co N O ,SPHALT SHINGLES 'INYL CLAPBOARDS AND TRIM. ELT SHINGES IOU T JS AND TRIM. WilleyBrothen A BrandPart m Group Company 10 Main Street Rochester, NH 03839 Phone: 603 335 1400 Fax: 603 335 4542 T I T L E 1 ELEVATION S C A L E 1[ 1/8" = 1a-0" i L I E N T NORTHFIELD SAVING BANK SOUTH BURLINGTON, 1 N F O PATH: ISSUE DATE: 05113/03 DRAWN BY: SBH CHECKED BY: REVISION: 1. 2. 3. 4. 5. C) These documents « parb Nmec( an er pyleny OI Will<Y &Olher3, Inc. aM may ncl M QgIKa05e f« any purposes x�ihaut prwr wnron ransV hom "'y Ordf»rs. lnc .2W2. MY y BmlMn. A 2m2 SE Group - Planning and Design 156 College Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Northfield Savings Bank Drawing Referenced: 1.0 Landscape Plan Date Prepared: May 7, 2003 Date of Prices: Spring 2003 Project Status: Concept Revisions: KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL SIZE REMARKS TREES AR Red Maple 7 EA. $525.00 $3,675.00 2 1/2-3" Cal. B&B, 6' Branching Height (Min.) FR Patmore Green Ash 5 EA. $525.00 $2,625.00 2 1/2-3" Cal. B&B, 6' Branching Height (Min.) TO Dark Green American Arborvitae 82 EA. $30.00 $2,460.00 6-7' Field collected Sub Total: $8,760.00 SHRUBS RR Rugosa Rose 66 EA. $35.00 $2,310.00 18-24" VJ Judd Viburnum 3 EA. $100.00 $300.00 36-48" VO Compact European Cranberrybus 7 EA. $60.00 $420.00 24-30" Sub Total: $3,030.00 PERENNIALS HH Hemerocallis (Mixed Varieties) 186 EA. $15.00 $2,790.00 1 Gal. (Average Price) IS Siberian Iris 53 EA. $15.00 $795.00 1 Gal. (Average Price) Sub Total: $3,585.00 Landscaping Subtotal: $15,375.00 FENCE Ornamental Wood Fence 208 LF $73.50 $15,288.00 Includes curved sections, stain & posts. Wood screen Fence 88 LF $51.50 $4,532.00 Includes posts, unstained. Fencing Sub Total: $19,820.00 Estimated Total 1 $35,195.00 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 11, 2003 David White David G. White & Associates f 0 Box 1007 Burlington, Vermont 05402-1007 Re: 1120 Shelburne Road Dear Mr. White: Enclosed io the agenda for next Tuesday's Development Review Board meeting and Staff comments to the Board. Please be Sure that someone io at the meeting on Tuesday, July 15, 2003 at 7:30 p.m. at the City Hall Conference Room, 575 Doroet Street. Sincerely,, / , J J`P Rdymond J. Belair Administrative Officer End. PUBLIC REARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Bur- lington City Hall, Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on Tuesday Julqq 15, 2003, at 7:30 P.M. to consider the fol- lowing: 1. Application #CU-03-11 of Joe & Tony Handy seeking. conditional use approval under. Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to cons- truct. a ' 1000 sq. it addl- tfonto. a convenience store, 1333 Williston Road. 2. Preliminar plat application #SD-03-35 and final plat application #SD-030.36 of Northfield Savings Bank for 'a planned unit develop- ment consisting of: 1) razing a 3500 sq. ft. 12 unit motel, 2) razing a single-family dwelling, and 3) constructing a 2500 sq. ft. bank with a drive through facility, 1120 Shelburne Road. 3. Preliminary plat. application #SD-03-37 of ABM Construction Corpo- ration, Inc. for a planned unit development con- sisting of: 1) subdividing a 4.6 acre lot Into two (2 lots of 1.3 acres (lot #1) and 3.3 acres (lot #2), and 2) constructing two (2) 2-family dwellings on lot #2, 100 Van Sickien Road. 4. Preliminary plat application #SD-03-38 of Homestead Design, Inc.' for a planned unit deve- lopment on a 44,78 acre parcel consisting of: 1) nine (9) 3-unit multi-famf- ly dwellings, 2) 14 four (4) unit multi -family dwel- lings, and 3) one (1) 6- unit multi -family dwelling, 895 Dorset Sheet. 5. Master Plan application #MP-03.01 of Highlands Residential' Development Co., LLC to amend a planned unit development consisting of a 18 hole golf course and 295 residential units. The amendment cons- ists of increasing the number of units to 357, approval of a maximum building and lot cove- rage, approval of road- way network and update of traffic study, Dorset Street. Copies of the applica- tions are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Deve- lopment Review Board June 28,2001 CA/MA Arm Mount GENERAL DESCRIPTION: The Gardco Round Arm Mounted Form Ten products are cylindrical (CA) _ or semi -spherical (MA) sharp cutoff luminaires using high intensity discharge lamps up to 750 watts. Housings are one piece seamless spun aluminum and finished with either Architectural Class I anodizing or electrostatically applied polyurethane. Luminaires can accept one of six (6) interchangeable and rotatable precision segmented optical systems. ®—© Example: CA 17 1 3 250MH 120 BRA HF HOUSING DIAMETER CONFIGURATION 22" CA MA •-0-0 2 *r 3 PHOTOMETRIC DISTRIBUTION C 1 (Horizontal Lamp) 0 3 (Horizontal Lamp) la4X (Horizontal Lamp)' O Q (Horizontal Lamp) ® FM (Horizontal Lamp) Q VS (Vertical Lamp)' WATTAGE VOLTAGE FINISH OPTIONS See Chart Below 120 208 2_Z_ 347 480 QUAD BLA BRA NA BLP BRP NP WP SC AP AT HF LF HS MF PC PCR POLY PTF QS SG NOTES: WATTAGE: FINISH: OPTIONS: 1. Furnished with non -yellowing acrylic sag lens, CA17" MA17CA22" MA22" BLA: Black Anodized AP: Adjustable Knuckle - Pole Mount Type VS not available with 17" mogul base units BRA: Bronze Anodized III & 2 way,180°) 2. Medium base lamp. NA: Natural Anodized AT: Adjustable Knuckle - Tenon Mount 3.150HPS ballast operates 55 volt lamp. 100HPS 100HPS 250HPS 250HPS BLP: Black Paint (2 3/8" x 4") 4. Not available in MA units or 480V. 1000W total 100MV . 100MV 250MV 250MV BRP: Bronze Paint HF: In -Head Fusing oad. ' 50W MHz. 50W MH- 250MH 250MH NP: Natural Aluminum Paint LF: In -Pole Fusing WP: White Paint HS: Internal House Side Shield 5.175W max on 17" units. 70W MH 70W MH 400HPS 400HPS 6. May not be available in all configurations, 10OMH' 10OMH' 400MV 400MV SC: Special Color Paint (specify) (Supplied standard with Type FM) consult factory. 150HPS' 150HPS' 40OMH 40OMH MF: Mast Arm Fitter only) PC: Receptacle and Phohotocontrol' 7.22' units only. Furnished with sag glass lens. 17 175MV 750MH PCR: Photocontrol - Receptacle only' 8. Not available with Type 4X. 1 5MV 175MH 750HPS POLY: Polycarbonate Sag Lens V (In lieu of flat glass)" 250MH PTF: Pole Top Filter OS: Quartz Restrike' SG. Sag Glass Lens (In lieu of flat glass) (Supplied standard with Type 4X and 75OW CA22") EPA'S Approx... EPA'S Aoprox. Wt. Single Twin Single Single Twin Single CA Style Size A B C D Ar o- 180 Quad Fixture MA Style Size A B C D —Arm 180 Quad Fixture - T 1T 8' S' S" 1 1.5 2.1 26lbs 11' 1T 11' S' S' B 1.6 2.3 271bs 11.8 k s 432mm 279mm 127m- 127mm 12.2 kgs :32- 203°- 127-- 127- 9 __._------ ------ — — 22' 11' ?' S" 1.2 2.3 3.3 431hs 22' 22' 14' 7" 5' 1.3 2.7 3.7 43lbs 22- 19.5 kgs 559mm 356mm 178mr. 127mm 19.5 kgs 559-- 279-- 178-- 121-m q ��J �— IJ C A Noie. C = Arm Length D = Arm Height u � � APPLICATIONS • Soffits • Canopies • Parking garages • Facades CONSTRUCTICN FEATURES HOUSING • Formed aluminum housing • Aluminum lens frame • Flat prismatic glass lens (standard) • Full gasket to door/lens assembly • Dropped acrylic lens (optional) • Dropped polycarbonate lens (optional) MOUNTING • Recessed mounting • Aluminum adjustable mounting brackets • Fits ceilings 1/4" to 3/4" thick • Integral trim flange gives finished appearance • Rough opening 14 1/4" sq. LAMPHOLDER • Enclosed medium base porcelain socket ®Spring loaded, nickel plated center contact • Reinforced lamp grip screw shell • HPS sockets are pulse rated BALLAST ASSEMBLY • High power factor,starting rated to -207 • Metal Halide (M): constant wattage autotransformer type • High Pressure Sodium (S): constant wattage autotransformer type with electronic starter 3 2 1 0 1 2 3 ISOFOOTCANDLE CURVES ST-M 100-H L-SYM ST-M 1004L-SYM 8' Mounting Height 8' Mounting Height 3 2 1 0 1 2 3 3 2 1 0 1 2 3 3 2 1 0 1 2 3 Horizontal distances are multiples of mounting height ❑ OPTICAL ASSEMBLY • Scoop shaped reflector, diffused anodized aluminum • Symmetric or asymmetric reflector • Horizontal or vertical lamp • 70-175 Watt Metal Halide • 70-150 Watt High Pressure Sodium FINISH • White baked on polyester paint LUMINAIRE ORDERING GUIDE — Example: WHT MODEL LAMP TYPE/ LAMP WATTS POSITION ST S70 S100 S150 M70 M 100 M 175 S. H,gh Pressure Sod— M: Metal Halide VOLTAGE OPTIONS COLOR REFLECTOR HL 120 DA WHT Horizontal Lamo SYM 208 Dropped Acrylic Lens White VL Symmetric 240 DP Vertical Lamp ASY Dropped Asymmetric 277 Polycarbonate Lens 347 SF MT Single Fuse Multi -Tap DF (Specify voltage) Double Fuse QZ Quartz Standby Lj'_ LIS'6J for oamn ipratinns PDF Files: Catalog_Page -Technical S�ecificatj�s f�#tea�netres I Zip File: IES Files 633 LANTERN r c Jo6� r ■ A fresh interpretation of the classic lantern. 6 t' ■ Solid bronze construction ensures long life. �� • Optional diffuser materials. ■ Available with incandescent or fluorescent lamping. Design: Allen Reaves 633-AR 633-HD 633 LANTERN LAMPS / BALLASTS In 60W m Fluorescent: 2 compact 13W (F13TT), r 2 compact 26W (F26DTT). Specify voltage. ncan escen available 120V only. Standard Ballasts are Electronic (SSB). 4-pin lamps required. See Ballasts and Lamps in Section G. Lamps not included. See "User Guide" in front of this section for information on starting temperatures of fluorescent fixtures. MATERIALS / FIXTURE LOCATION U.L. listed for wet or damp exterior locations. (Interior use available by special order.) Solid Bronze construction for frame, solid copper for hood and arch for all finishes. FINISHES Diffuser: White Acrylic (see options below). Hood: Natural Finish Solid Copper. Frame: NBZ — Natural Finish Solid Bronze (both hood and frame weather to a dark bronze patina.) SGIB — Semi -Gloss Black SGW — Semi -Gloss White CC — Custom Color. Semi -Gloss VG — Verdi-Gris MOUNTING Standard - 4E J—Box or stucco ring, centered on fixture back. 0PT10NS, 11" 128 uni -a( I 633-.lit (ARCH) 633-HD (HOOD) Diffuser Options: DR - Damage Resistant White ?olycarbonate SG -Clear Seedy Glass OG - White Opal Glass I y 9,1 i ,2c :.rnl 9" 12" rni For clear diffuser. interior of fixture is finished same as exterior. Decorative lamps recommended. N0TE3" • Fixture has open bottom. relamps from below. • Call factory .o specify a special sheet glass for the diffuser. SPEC" GIJICIE CC FOUNDATION FOR DESIGN INTEGRITY c(9 IIBEW LABELLED TOP DESIGN arm oNs AR = ARCH DR = Damage Resistant While Polycarbonatz HD = HOOD FINISH SG =Clear Seedy Glass OG =White Opal Glass SPEC NO. 633 AR-CF2/13-120SSB-NBZ-DR VOLTAGE LAMPING ^ 120SSB/277SSB = Electronic Ballasts INC (only b a t la sts a va i {a b le) CF 2/13 CF 2/2S PDF Files: Cataion Pace --technical Specifications - Photometrics I Zip File: !ES Files Shaper Lighting 1141 Marina Way South, Richmond, CA 94804-3742 (510) 234-2370 Fax (510) 234-2371 Copyright° 1999 P t JCOAP - Ptstaiw aud N.S.-fri 156 Smin, BudingLon . Ver-mmd TATEMENT OF :-ROBABLZ- COST I Prot Name NwIthfield Sit mg% Boot Dmuipl R-�fm=M- I tj Lm-*cipe alai Prqaftd- Due of Springy 2003 I SL4u%- c7bucept Rei -onz UNIT SUR KFY ITEM =11=TY ill COST TOFJ.Ad- S12E TREFS --i-Q A. R R4M 161.iple.- F-A- $525.00 S3675.00 2 Ir-3" Cal. B&B, 6- fimching [kight Nta.., FR Pamwe (inztm Ash 51EA- $52-i.00 52,6Z5.00 2 V2-3" Cal B&B, 6- Brdurbmg "6ghlO&Q.-) To Dark (Tom -Nnwman A"vviia.: MOD $2,460.001 6-77' Fold .1im. Sub Total: S8160-00 RR Rugosa Itow 66 F-k, $35-IJ0 S2,310A0 18-24' VT Judd vil"tullmn 3 EA. .100.00- $3110.00 36-48" V() IcAillipact Europe ('--ilnbcfTybu5 LA. $60.00.- S420.00 24-30' Subloal: $3MO.Co EA. s I __ncj 5 2.791U.00 I Gal. a As erase Poicei EA. s 15. CIL SN5 W-I Gal. ;A W.ceo 3. n d s::-- 7: n q c In C4 a s 5..-, 7 i.-X� --4 -IH itlemerociihs "MixedVannes t 196 SiNdan k-s 43 FLNCE Wimad F_-tce A-E LF 7 cur:; secten- sciin& pesz-_ -weod wren Fence -D: Fencine St:b lc4ai: SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 May 9, 2003 Mr. Chris Haggerty O'Leary -Burke Civil Associates 5 Andrew Avenue, Suite 5 Essex Junction VT 05452 RE: Northfield Savings Bank Shelburne Road Dear Chris: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. Staff reports and field records do not show the gate valve located in the sidewalk on Shelburne Road just west of the existing motel supplying the current buildings. Any design showing a water line through this valve should be corrected. None - the -less, at the time of construction the water line extending from this valve shall be exposed, capped, and thrusted if it is has not already been done. This Department shall be notified to inspect the cap at the time of excavation. 2. A curb stop should be shown on the plans next to the sidewalk near the current sign, for the small building on the corner of McIntosh Avenue. At the time of construction, if this line is to be used as the service line for the bank, a new 1/4" service line shall be connected to the existing curb stop and run into the building. At that time a new Erie curb box and stainless steel rod shall be installed at the curb stop. If this line is not to be used for a service line the corporation shall be exposed and shut off, and the line cut and abandoned. 3. According to field reports from past service line maintenance, the existing water service tapped off from McIntosh Avenue has a non -operating hand valve located in the current hedge row near the street. Further, the last time the water service line was exposed the SBWD staff found another line located next to the water line. That line was believed to be a sewer line. A test hole should be dug confirming the location of the second line. If it is found that that line is a sewer line then the existing water line shall not be used as a water service to the new building. If this line is to be abandoned, the corporation shall be exposed and shut off and the line cut. If the line can remain as the water service line to the new building, the corporation shall be temporarily shut off so that a new curb stop can be installed on the edge of the ROW. Prior to any demolition occurring to this building the corporation will have to be shut off to remove the water meter and discontinue water service to the building. 4. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington Colchester Fire District #1, and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 5. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected according to their degree of hazard, with a backflow prevention assembly, and an appropriate thermal expansion system. Please contact this department for more information on backflow protection devices. 6. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 7. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 8. Further review changes may be required as this project proceeds through the permit process. 9. A hard copy set of As-Builts shall be supplied to this department upon completion of the project. If you have any questions or I can be of further assistance, please call me. Sincerely, /JayTadeau Superintendent CC. Janet Hurley Plan Reviews: Northfield Savings Bank- Shelb. Rd Northfield Savings Bank — Shelburne Road, So. Burlington ABUTTERS LIST 2/28/03 Dorothy M. Black 17 Newton Avenue South Burlington, VT 05403 Verne L. Jr. & Jean A. McDonald 19 Newton Avenue South Burlington, VT 05403 Charles T. Finnegan 23 McIntosh Avenue South Burlington, VT 05403 Friendly's Ice Cream Corp. Attn: Real Estate Dept. 1855 Boston Road Wilbraham, MA 01095 John P. Larkin 410 Shelburne Road South Burlington, VT 05403 Larkin Milot Properties, Inc. 76 St. Paul Street Burlington, VT 05401 Susan G. Spillane Tamarack Shores #51 Shelburne, VT 05482 REC ',VE mg "1'u"aD3 City of So. Burlington Permit Number SD- C CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#): Lowell T. and Shelley C. Spillane, 41 Dirby Circle, So. Burlington VT 05403• Phone: 863-5500, Fax: 658-9456 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Book 424, Page: 336- 337, Date: 3/3/1998 3) APPLICANT (Name, mailing address, phone and fax#): Northfield Savings Bank. ATT: Gordon White, 33 South Main St., PO Box 347, Northfield, VT 05663; Phone: 802-485-5318, Fax: 802-485-5330 4) CONTACT PERSON (Name, mailing address, phone and fax#): David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007; phone 862-1225, Fax: 862-3601 5) PROJECT STREET ADDRESS: 1120 Shelburne Road, So. Burlington 6) TAX PARCEL ID # (can be obtained at the Assessor's Office): 1540-01120C 7) PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each separate use): 3,500 sq ft 12 unit motel, plus 1,296 sq ft single family home b) Proposed uses on property (including description and size of each new use and existing uses to remain): +/- 2,500 sq ft bank with three lane drive -up facility c) Total building square footage on property (proposed buildings and existing buildings to remain): +/- 2,500 sq ft d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): +/- 27'4" to top of cupola, +/- 20'8" to Northfield Savings Bank, Shelburne Rd Page -1- Final Plat Application 9) 10) top of main roof; no basement or mezzanine e) Number of residential units (if applicable, new units and existing units to remain): none f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees: 7 office employees, no company vehicles g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): As discussed at Sketch Plan review, we request modification of lot coverage in the front yard setback along McIntosh Avenue under the authority given the Development Review Board in section 15.02A(3) of the revised zoning_ ordinance. This project is located in the traffic overlay zone. LOT COVERAGE: Existing Proposed Site Plan Building +/- 32% +/- 6.4% Overall +/- 33% +/- 52% Front Yard — Shelburne Rd +/- 45.6% +/- 29.6% Front Yard — McIntosh Ave. +/- 3.6% +/- 46.3% COST ESTIMATES a) Building (including interior renovations): $365,000 b) Landscaping: $15,375 c) Other site improvements (please list with cost): $80,000 ESTIMATED TRAFFIC Please see enclosed traffic memorandum from Roger Dickinson, dated March 5, 2003. 11) PEAK HOURS OF OPERATION: Typical busier times include: Mondays from 8:30 am to 10 am and 11:30 am to 1:30 pm; Thursdays between 11:00 am and 2:00 pm and again between 4:00 pm and 5:00 pm; and Fridays between 11:00 am and 2:00 pm. 12) PEAK DAYS OF OPERATION: Mondays and Thursdays tend to be the busiest days of operation. 13) ESTIMATED PROJECT COMPLETION DATE: December 31, 2004 14) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) Northfield Savings Bank, Shelburne Rd Page -2- Final Plat Application regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the br"f-3`knowledge. ATURE OF APPLIC B David G. White A -Al _ S ti/o3 PROPERTY OWNER ZXAv, 6i- Do not write below this line DATE OF SUBMISSION: RECEIVED I have reviewed this final plat application and find it to be: MAY 13 2003 %Complete _ Incompl e ' City of So. Burlington � 93 rector of MaiWg & Zo ing N Designee Oate Northfield Savings Bank, Shelburne Rd Page -3- Final Plat Application 0,-35 Permit Number SD- . 3 - CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#): Lowell T. and Shelley C. Spillane, 41 Dirby Circle, So. Burlington, VT 05403; Phone: 863-5500, Fax: 658-9456 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Book 424, Page_336- 337, Date: 3/3/1998 3) APPLICANT (Name, mailing address, phone and fax#): Northfield Savings Bank. ATT: Gordon White, 33 South Main St., PO Box 347, Northfield, VT 05663; Phone: 802-485-5318, Fax: 802-485-5330 4) CONTACT PERSON (Name, mailing address, phone and fax#): David G. White, David G. White & Associates, Inc., 168 Battery Street, P.O. Box 1007, Burlington, VT 05402-1007: phone 862-1225. Fax: 862-3601 5) PROJECT STREET ADDRESS: 1120 Shelburne Road, So. Burlington 6) TAX PARCEL ID # (can be obtained at the Assessor's Office): 1540-01120C 7) PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each separate use): 3,500 sq ft 12 unit motel, plus 1,296 sq ft single family home b) Proposed uses on property (including description and size of each new use and existing uses to remain): +/- 2,500 sq ft bank with three lane drive -up facility c) Total building square footage on property (proposed buildings and existing buildings to remain): +/- 2,500 sq ft d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): +/- 27'4" to top of cupola, +/- 20'8" to top of main roof; no basement or mezzanine Northfield Savings Bank, Shelburne Rd Page -1- Preliminary Plat Application e) Number of residential units (if applicable, new units and existing units to remain): none f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees: 7 office employees, no company vehicles g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): As discussed at Sketch Plan review, we request modification of lot coverage in the front yard setback along McIntosh Avenue under the authority given the Development Review Board in section 15.02A(3) of the revised zoning ordinance. This project is located in the traffic overlay zone. h) List any changes to the subdivision such as property lines, number of units, lot mergers, etc: Reconfiguration of driveways to simplify circulation and various detail site plan changes as shown on the plans. No changes to lot configuration. 8) LOT COVERAGE: Existin Proposed Site Plan Building +/- 32% +/- 6.4% Overall +/- 33% +/- 52% Front Yard — Shelburne Rd +/- 45.6% +/- 29.6% Front Yard — McIntosh Ave. 1 +l- 3.6°l0 +/- 46.3% 9) COST ESTIMATES a) Building (including interior renovations): $365,000 b) Landscaping: $15,375 c) Other site improvements (please list with cost): $80,000 10) ESTIMATED TRAFFIC Please see enclosed traffic memorandum 1rom Roger Dickinson, dated March 5, 2003. 11) PEAK HOURS OF OPERATION: Typical busier times include: Mondays from 8:30 am to 10 am and 11:30 am to 1:30 pm; Thursdays between 11:00 am and 2:00 pm and again between 4:00 pm and 5:00 pm; and Fridays between 11:00 am and 2:00 pm. 12) PEAK DAYS OF OPERATION: Mondays and Thursdays tend to be the busiest days of overation. 13) ESTIMATED PROJECT COMPLETION DATE: December 31, 2004 Northfield Savings Bank, Shelburne Rd Page -2- Preliminary Plat Application E 14) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11 " x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the preliminary plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. k-�:) '5�� /1-3/03 ATITRE OF APPLICANT BY: David G. White JUA 1111 N's :.: W 0 Do not write below this line DATE OF SUBMISSION: I have reviewed this final plat application and find it to be: _ Complete _ Incomplete Director of Planning & Zoning or Designee Date Northfield Savings Bank, Shelburne Rd Page -3- Preliminary Plat Application ie s vvtov'� 04 30 .0 -t« >Nay a(aud �����dr�� � Cr��t�lQ�Z�� RECEIVED — tL(—o1fz1h pu-+1a1Wvss --� 77, i1iss ,2��c� . LAPR 2 3 2003 City of So. Burlington v , + b+tnv�„ rhsx� 1 r x�n I—... ..—..._—__—_...-.. �._______-- _.-...___— _�__— .___�� FOOD ! 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C�v N I I #SD-03-17 — Northfield Savings Bank 1-lot, 1-unit PUD 1120 Shelburne Road Tax Map 76 Cubicle 52 DRB 4/15/03 SKETCH PLAN CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: April 11, 2003 \drb\sub\northfield\sketch.srp.doc Plans received: March 10, 2003 NORTHFIELD SAVINGS BANK - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-03-17 Meeting date: April 15, 2003 Owners Applicant Lowell & Shelley Spillane Northfield Savings Bank 41 Dirby Circle P. O. Box 347 South Burlington, VT 05403 Northfield, VT 05663 Representative Property Information David G. White Tax Parcel 1540 01120 C David G. White & Associates, Inc. Volume 424, Page 336 P. O. Box 1007 C1 District Burlington, VT 05402-1007 ±0.89 Acres Location Map x a; At #. d` �rflpt��r! a� " *Opp &4! , x ., +➢•. �� '� r. a • � M t,yam, °"� �.. , � �a, a ., �r YY 41 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch srp doc Northfield Savings Bank, hereafter referred to as the applicant, is requesting sketch plan approval for a Planned Unit Development (PUD) consisting of a proposed 2,568 sq. ft. bank with a drive through facility at the corner of Shelburne Road and McIntosh Avenue. The subject property contains approximately 0.89 acres and is located in the Commercial 1 (Cl) District - Portions of the subject property also fall within the Traffic Overlay (TO) District. Associate Planner Janet Hurley and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 10, 2003 and have the following comments. Staff has reviewed this sketch plan application according to the proposed Land Development Regulations, which were warned on March 1, 2003, for public hearing on April 7, 2003 and April 21, 2003. The applicant has submitted two alternative site plans. The preferred plan is Site Plan 1, in which the bank building fronts on Shelburne Road. The alternative plan is Site Plan 2, in which the front of the bank building fronts easterly. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Reauirements C1 Zoning District Required Existing Plan 1 Plan 2 A Min. Lot Size _ 40,000 ft. ±39,000 ft. ft. ±39,000 ft. 4 Min. Frontage (artedal) 200 ft. 130 ft. . 130 ft. _ J Min. Frontage (local) 120 ft. 300 ft. P±39,000 . 300 ft. Max. Building Coverage 40% ±12% ±7.4% Max. Overall Coverage 70% ±33% ±59% ±56.5% �l Max. Front Yard Coverage (Shelburne Rd.) 30% ±46% ±29% ±18% ♦ Max. Front Yard Coverage McIntosh Ave. 30% ±8% ±52.5% ±26% Min. Front Setback Shelbume Rd. 50 ft. noncompliant >50 ft. -50 ft. Min. Front Setback McIntosh Ave. 30 ft. noncompliant >40 ft. >40 ft. Min. Side Setback 10 ft. 0 ft. -15 ft. >15 ft. Min. Setback from Residential Distrct 65 ft. unknown >65 ft. >65 ft. Max. Building Height 40 ft. unknown 27.3 ft. 27.3 ft. zoning compliance preexisting noncompliance ♦ waiver requested pursuant to Section 15-02(A)(3) for Plan 1 Section 3.06(H) of the proposed Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street fight -of -way and the balance of the lot. Pursuant to Section 15.02(A)(3) of the proposed Land Development Regulations, the applicant has requested a waiver from the 30% maximum coverage requirement for the McIntosh Avenue front yard setback in order to pursue the preferred site plan (See Appendix A). This plan maintains a 15 ft. landscaped strip within the McIntosh Avenue front yard setback. Staff feels that a waiver is CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\subinorthfield\sketch srp doc appropriate for this lot provided adequate landscaping is proposed. Landscaping plans have not yet been submitted. PLANNED UNIT DEVELOPMENT STANDARDS The applicant's preliminary plat application shall comply with the requirements for preliminary site plan review pursuant to Section 14.05 of the Land Development Regulations. Article 15.12 of the proposed Land Development Regulations establishes standards for roadways, parking and circulation within PUDs. 2. Prior to final approval, the plans must be reviewed and approved by the South Burlington Water Superintendent. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Water service is available to the site-, however, South Burlington Water Superintendent Jay Nadeau will need to review and approve the plans prior to final approval. 3. All utility lines must be underground pursuant to Section 15.13(E) of the proposed Land Development Regulations. 4. Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater Management Manual, pursuant to Section 15.13(F) of the proposed Land Development Regulations. PUD Review Standards Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. Prior to final approval, the wastewater service plans must be reviewed and approved by the City Engineer. As already indicated, the plans must be reviewed and approved by the South Burlington Water Superintendent. In addition, City Engineer Bill Szymanski will need to review and approve the plans regarding wastewater service to the proposed new development. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 6. The proposal must adhere to standards for erosion control as set forth in Section 16.03 of the proposed Land Development Regulations. In addition, the grading plan must meet the standards set forth in Section 16.04 of the regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrblsubinorthfieldlsketch srp doc Staff notes that currently there is a noncomplying Shelburne Road curb cut on the subject property. The applicant proposes eliminating the existing curb cut and replacing it with a McIntosh Road curb cut that complies with the 200 ft. intersection setback standard of the proposed regulations. In addition, the applicant has provided an analysis of traffic impacts of the proposed development prepared by Roger Dickinson of Lamoureux and Dickinson Consulting Engineers, Inc. (See Appendix B). Mr. Dickinson concluded that a level of service C can be maintained at the intersection of Shelburne Road, McIntosh Avenue, and Fayette Drive even after the proposed development of the bank and development of the nearby Lowe's Home Center. Therefore, the proposed bank will not cause unreasonable traffic congestion. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no significant natural resource features on the site (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development appears to be compatible with existing development in the C1 District. In addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will be provided. A landscaping plan has not yet been submitted, but staff notes that the proposed development will be screened from the adjacent residential uses with dense evergreen plantings. {t) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are no streams in the vicinity of the subject property. Furthermore, the subject property is relatively small and cannot provide significant open space. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 7. The plans must be reviewed and approved by Fire Chief Doug Brent. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 8. Staff recommends that applicant consider installing sidewalk within the McIntosh Avenue right-of-way if space allows. This is a small lot in a significantly developed location. Sidewalk exists within the Shelburne Road right-of-way in front of the subject property. Staff recommends that applicant consider installing sidewalk within the McIntosh Avenue right-of-way if space allows. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch srp doc 9. Exterior lighting must comply with Section 13.07 of the proposed Land Development Regulations. 10. The plans need to show any utility cabinets and HVAC details. 6) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, the Staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the proposed Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. It appears that adequate transitional features are proposed between structures and between parking and structures. Once a landscaping plan is submitted, staff can more adequately address this criterion. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. In the applicant's preferred Site Plan 1, parking is located easterly at the rear of the proposed structure, along the southerly side of the structure, and along the westerly front of the structure. in Site Plan 2, all parking is located easterly adjacent to the R4 District. Staff believes the location of parking in the applicant's preferred alternative (Site Plan 1) is more desirable, because it is dispersed and avoids a relatively large parking area adjacent to the R4 District. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to others within the C1 District in this vicinity. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that the utility lines must be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to caste attractive trans ions between buildings of different architectural Myles. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch srp doc 11. The preliminary site plan should include details of architectural elements, which will appear on the proposed structures. (e) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, details of architectural elements need to be provided. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The applicant has proposed to eliminate the Shelburne Road curb cut. Staff does not believe that reservation of land for access to abutting properties is necessary on the subject property. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enc/osure(s). 12. Any outdoor trash and/or recycling areas must be shown on the plans as secure and screened from view. The plans do not indicate any exterior solid waste storage areas. If any such areas will be proposed, they must be secure and screened from view. Parking 13. The applicant should justify the need for the 6 to 9 parking spaces above the 10 required spaces. Section 13.01(13)(1) of the proposed Land Development Regulations requires 3.6 parking spaces per 1,000 sq. ft. of gross floor area for financial institutions. The applicant has indicated that the bank will contain 2,568 sq. ft. Therefore, the proposed bank will require 10 parking spaces. The applicant's preferred Site Plan 1 shows 19 parking spaces. Site Plan 2 shows 16 parking spaces. Staff recommends that the applicant provide justification for the number of parking spaces above the required 10 spaces. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch srp doc 14. The plans need to demonstrate compliance with the design requirements for parking spaces established in Section 13.01 of the proposed Land Development Regulations. In addition, bicycle parking must be provided on the site. Pursuant to Section 13.01(1) of the proposed Land Development Regulations, at least one parking space accessible to persons with disabilities must be provided. Section 13.01(G)(1) establishes design requirements for parking spaces. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees and visitors to the site. The plans no dot show bicycle parking facilities for the site. Landscaping 15. The plans need to indicate the percentage of the parking area that is proposed to be landscaped with trees, shrubs or other plants. In addition, trees within the parking area must include at least one deciduous shade tree of 4" caliper at 6" above ground for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater. Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Landscaping plans have not yet been submitted. Section 13.06(B) requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Accordingly, the DRB shall consider the adequacy of the proposed landscaping to assure a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. Section 13.06(B)(1) requires that at least 10% of the interior of the parking area to be landscaped with trees, shrubs or other plants. Furthermore, at least one deciduous shade tree of 4" caliper at 6" above ground shall be planted for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater. 16. The plans need to include design specifications for the landscape islands throughout the parking facility. The islands must be curbed and include tree, shrub, grass and/or ground cover plantings pursuant to Section 13.06(B)(2) of the proposed Land Development Regulations. Pursuant to Section 13.06(B)(2)(a) of the proposed Land Development Regulations, raised planting islands containing trees, shrubs, grasses, and/or ground covers, shall be designed to define major circulation aisles, entrances, and exits. Section 13.06(B)(2)(b) requires the landscape islands to be curbed unless curbless islands are proposed to provide for stormwater runoff into vegetated areas for treatment. 17. The plans must be revised to show snow storage areas. Pursuant to Section 13.06(B)(4) of the proposed Land Development Regulations, snow storage areas must be shown on the plans. The plans do not show snow storage areas. 18. The applicant must submit a proposed landscape budget prepared by a landscape architect or professional landscape designer pursuant to Section 13.06(G)(2) of the Land Development Regulations. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the proposed Land Development Regulations, and shall be prepared by a landscape architect or professional landscape designer. Required costs are based on construction costs. Accordingly, the applicant must submit a proposed landscape budget. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch srp doc Preliminary/Final Plat Applications The applicant has requested that the preliminary and final plat hearings be combined before the DRB (See Appendix A). Staff believes that this is an appropriate request provided the applicant works closely with staff to ensure that the plat applications include all necessary information for consideration by the DRB. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments" Section of this report to the satisfaction of Staff prior to submission of a preliminary plat application. Respectfully submitted, Qx&. JW* Ja et M. Hur y, Associ e Planner Copy to: David G. White, David G. White & Associates, Inc. APPENDIX A G. OIHITI G ASSOCIATES Realty RduiS0TS MEMORRHOUN TO: Development Review Board, South Burlington IBM: David G. White DATE: March 14, 2003 RE: Northfield Savings Bank, Pacific View Motel site, Sketch Plan Review Northfield Savings Bank (NSB) desires to build a branch bank at the corner of Shelburne Road and McIntosh Avenue on the present site of the Pacific View Motel. NSB has three specific questions, relating to building orientation on the site, traffic and review process, about which it would like your input before proceeding further. NSB proposes to construct a full service bank, consisting of approximately 2,568 sq ft with three drive -up lanes. Under South Burlington's zoning ordinance banks with drive through service are only permitted in the C-1 District in PUDs. This site does not qualify as a PUD under the present zoning, but will qualify under the proposed new zoning that has been approved by the Planning Commission and is presently being considered by the City Council. Thus, assuming the new zoning regulations are adopted, we intend to apply for approval under them as a PUD. We are very pleased with the building design and we hope you'll agree the proposed building, conceptual drawings of which have been submitted, will enhance its surroundings. Here are our questions: 1) Is the DRB willing to modify lot coverage in the front yard setback along McIntosh Ave. under the authority given it in section 15.02A(3) of the pending revised zoning ordinance? We've submitted two possible site designs for your consideration. Our preferred plan is labeled "Site-1". In this plan the building's most attractive faces are along Shelburne Road and 1 INFRAIMMOMM 168 Battery Stroot P. 0. Bob 1007 Burlington, Uermont 05402-1007 P: 802 862 1225 f: 802 862 3601 McIntosh, similar to what is shown in the conceptual colored perspective drawing. The alternative plan is labeled "Site-2" and has the driveup lanes and canopy along Shelburne Road, with the most attractive sides of the building facing north and to the rear. Two plans are presented because our preferred plan does not meet the standard lot coverage requirements within the front yard setback along McIntosh, while the alternative plan does. This is an difficult site to design as a consequence of its narrowness and being a corner lot abutting a residential district. This results in a very limited area for building footprint due to having two front yard setbacks plus a 65 foot rear setback where it abuts the residential district. Further constraining the site is that usually no more than 30% of any required front yard can be paved. We believe both the City and NSB would be better served by our preferred design that has the most attractive face of the building in front and the driveup to the rear. However, this design exceeds the usual lot coverage standard for the front yard along McIntosh with approximately 52.5% paving. NSB is willing to suitably landscape the green area along McIntosh to screen the paved area. In either plan, the front yard along Shelburne Road, which presently does not conform to either the building setback requirement or coverage requirement, will be brought into compliance and will be landscaped. Under section 12.406(b) of the current zoning ordinance, and under section 15.02A(3) of the pending revised zoning ordinance, the Development Review Board has the explicit authority to modify the coverage requirement along McIntosh. We believe this circumstance is an appropriate use of that authority and seek clear understanding of whether you are willing to do so before we proceed further with design. 2) Is the DRB satisfied that the project as proposed in the sketch plan will meet all applicable zoning standards related to traffic? It is our understanding that under both the existing and pending revised zoning ordinances the provisions of the Traffic Overlay Zone do not apply to a PUD. Instead a PUD must show that a LOS "D" or better is maintained at the nearest signalized intersection and any other intersections specified by the DRB. We've enclosed letter from Roger Dickinson, dated March 5, 2003, that states "it appears that level of service C can be maintained at that intersection [the intersection of Shelburne Road and McIntosh] even with the addition of the approved Lowe's and the proposed Northfield Savings Bank". To help improve traffic flow in the area, NSB proposes to eliminate the site's existing curb cut along Shelburne Road and provide sole access from a new curb cut on McIntosh. The new McIntosh curb cut will be more than 200 feet back from the intersection. NSB further proposes to design its new entry drive in such a manner that it could be extended to provide easy access to the abutting lot to the north. 3) Is the DRB willing to permit NSB to combine its application for Preliminary Plat and Final Plat approval and warn them as a consolidated hearing? We hope that you will agree this proposal is sufficiently straight -forward to not require an extended review process. We understand that if any issues arise that can't be fully addressed at the combined hearing or by imposing conditions, the hearing may need to be continued to a second meeting. If you authorize this request, we understand it will be incumbent on us to submit a thorough application and to work closely with the City staff to resolve any technical issues in advance. We welcome any other feedback you may have, but specifically seek your response to these questions since they are key to whether and how NSB proceeds with this proposal. Thank you in advance for your consideration. APPENDIX B 14 Morse Drive Essex Junction, Vermont 05452 March 5, 2003 )LAMOUREUX & DICKINSON Consulting Engineers, Inc. David G. White David G. White & Associates, Inc. P.O. Box 1007 Burlington, Vermont 05402 RE: Proposed Northfield Savings Bank Shelburne Road & McIntosh Avenue, South Burlington Dear David, (802) 878-4450 fax (802) 878-3135 As requested, we have examined the potential traffic impacts of the proposed Northfield Savings Bank drive-in banking facility to be located on the site of the existing Pacific View Motel. The following presents the results of our analyses to date: 1. Using ITE trip generation rates for one single family residential dwelling plus 12 motel rooms, we estimate that the weekday p.m. peak hour of adjacent street traffic trip generation of the existing site is 9 vte/hour. 2. Using ITE trip generation rates for a drive-in bank, the trip generation of the proposed facility during the same weekday p.m. peak hour time period is estimated to equal: Independent Variable Size # Studies (PMPH) Weekday A.M. Peak Hour Adj. Street P.M. Peak Hour Adj. Street Enter Exit Total Enter Exit Total Employees 7 18 510 12 9 21 32 33 66 Gross Floor Area 2,568 29 681 18 14 32 70 70 141 Drive -In Windows 3 20 1,234 40 31 71 95 95 190 Average 808 24 18 42 66 66 132 Our experience has been that the gross floor area is the most commonly accepted independent variable; which in this case provides an estimate in the middle rather than on the high or low end. It also has the greatest number of studies, and therefore I would consider it the most reliable independent variable. On the other hand, with the Northfield Savings Bank essentially just making an entrance into Chittenden County and not having an established customer base, its trip generation most likely will be lower (at least initially). Civil • Environmental • Transportation • Planning • Landscape Architecture 9 Land Surveying David G. White March 5, 2003 Page 2 3. Levels of service were analyzed at the Shelburne Road / McIntosh Avenue / Fayette Drive intersection. It appears that level of service C can be maintained at that intersection even with the addition of the approved Lowe's and the proposed Northfield Savings Bank. We thank you for this opportunity to be of assistance. Should you have any questions concerning the above, please feel free to call me. Sincerely, 1� Roger ickinson, P.E. Professi nal Trafc Operations Engineer P: \2003\03018\white_traffic.wpd �, ''/' w..'f � +' � • -wry �+l 11,� v Y. t tiµr (• P ram, :. y; �(y� ' t ' .iy �y4 ` `� a t �-(�_-r s 1 c'` 1 - i�•�•yf� 1 't. t- 1 1 t fit ix 7JT A4, e'Igrl- r-,TITt�` r« kj}#: rlt•r 3 fa.A+� r' =.�•'a Ir llr_ t !�tt�_ - vl '����t� !`i *�yy�� tV=«i��."� �r� R }F .1- P Y �v 1 i 9 t+t,4f -.rfLt 1a 7Y r l` „ a�t`j l id �i'� 11' `, '.. 1 1 •.I t ' .,tt t t a �,-; ! !r. 1' r � at '1' E .� t� �' F �f_ } 's •tf �=•=t: 1'� �'! ♦i' "liNr, r. l r� it tea �.ia ' + t **I' 1 H r'- vlr(, kit il<t_ 1 . r I ,t r i ' .. ' 1 -r #r . ! 1 �._ i. 'Ir.•'� �' L yt $tTts�k� 1 + - -t y r 1 ..i t • .. r '1.1 - 1'e, 11 3t�'������•`'�.=r�' ��'�� rr7 li ,�F ,�_��t: �j:.�{ f,,*'t►.' .W �I��Ir '+�'ll S.l.F :#� ' �' 1 1 'r`A rfa • � i�t t, �ti� .� �, 4, ,�1, � � t 'tlt 11 _3 1 ,�.. � ��� i.r-�i�ti ��f;.r7t1t��Y t-t �_ { : I i f. � 1 •� r� k� i � . 4.'� I'4 � f 4`/ • r� k I'1'�� !t i"lJ�; �e 1�1+°I (41T•� fl r 1_ t �r Y� .. - r �� 1 ' ' 1 e 1 •� �.. 4F iryta L�e/ •''4y+ sll,y•'t:ir `� !;i'�1- r 4al .4i7.LiRtj .r r�.ifd40r.:�xtkY?(1:.-r5 NDA, 11 tfI l �r l - ^i t W r.INp�r4x f t 1 - WilleyBroihers d BrandPvrt m 1;,o1rp Compaa7 10 Main Street Rochester, NH 03839 Phone_603 335 1400 Fax 603 335 4542 T I T L E 11 ELEVATION S C A L E 11 SBH C L I E N T IINORTHFIELD SAVINGS BANK RECEIVE© MAR v «;G3 ,ify of So. i3uriingtora 1 N F O PATH: ISSUE DATE 111-O&W DRAWN BY: CHECKED BY: REVISION: vvv. --)NINULLS ALT SHINGES 'OUT AND TRIM. vvu. Jf—IIIVhL�� f Lrt�erp 10 Main Street Rochester, NH 03839 Phone: 603 3351400 Fax 603 335 4542 T I T L E 11 ELEVATION S C A L E U I/8^=v-0- C L I E N T 'I NORTHFIELD SAVINGS RECEIVED MAR b ii 2303 C,ity of So. Burlington 1 N F O PATH- ISSUE DATE 12105= DRAWN BY: CHECKED BY: REVISION: 1. 2 3. 4. 5. 0 b'rl' RM�� wM1 Pr ��rnm� �a �f �R Y�c �m71, llil BAR K A2m2 c PROPER', LWE ------------ ---------- --- ----------- i ----------------------------------I--- I SO BMX - - 15• I I I • 11 I� i r I j I I I I I • a E I Il T I I j I JJ a • Bu1DNG SE7 BApc - AO' -------- ---- --- -- ------------------------r---------- -i---; SEE BACK - PANNG- 15' i I ILL I PNOPERtt UNE � I I �L I WRB v WHOM RGD NOTE: FRONT YARD SET DIA( REOOYIES 70% GREEN - APPROK. 29X PAVED. 71% GREEN FRONT YARD (MUNTOSH AVE-) SET BACK RE0MRES 70% GREEN - APPRO%. 52.5 N PANNG. 41.5% PAVED RCHITECT SITE PLAN PACIFIC HOTEL SITE C A L E 1"•W L I E N T NORTHFIELD SAVINOS YANK ACTUAL OR I1 N F O vAm Fa91l pATG WWm OfMRN aY: aN neaosen Rena,ort a. a a ,a ,a 0 W N W U a W W- r- 0 as C m d U) 16 Lq LAV e PROPERTY LINE — — — — — _� 5' S� tzAnctznc __ _.� I ._ . • t sEr Bast - H' I I — — — — — — — — — — I I T I I 1 I I I ' I I I I , I t• I 1 I • I I I I I — I I 1 I I I I I I M. SET ------------------------- I 1� I I 1 }S' SET BACK - PAVING- 15' 1 t ---- —— —— —`JI----— — — —— —— —L-----------� I , WiOPERtt LINE i I 0 NDTF. FRONT YARD SET BACK REOWRES 70% GREEN - APPROX. 19% PAVED, 812 OMEN FRONT YARD (MONTOSH AVE) Yf BACK REQUIRES 70% WUN - APPROX. 2n PAVINC, 74% OREFN NCMH ROAD J RCHITECT IT 1 T L E SITE PLAN PACIFIC HOTEL SITE I B C A L E I NORTHFIELD SAVINGS BANK ACTUAL SP: > mm 1NUVAt sr: sN arttueu er tevrotot 2 A. a a t. a >d tt. u to SITE-2 0 LLJ RRIIPPY uj u W cc NDTF. FRONT YARD SET BACK REOWRES 70% GREEN - APPROX. 19% PAVED, 812 OMEN FRONT YARD (MONTOSH AVE) Yf BACK REQUIRES 70% WUN - APPROX. 2n PAVINC, 74% OREFN NCMH ROAD J RCHITECT IT 1 T L E SITE PLAN PACIFIC HOTEL SITE I B C A L E I NORTHFIELD SAVINGS BANK ACTUAL SP: > mm 1NUVAt sr: sN arttueu er tevrotot 2 A. a a t. a >d tt. u to SITE-2 0 LLJ RRIIPPY uj u W cc CITY OF SOUTH BUR LENTGTON DEPARTMENT OF PLANNING & ZON INC 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 11, 2003 David White David G White & Associates, Inc. 168 Battery Street I'O Box 1007 Burlington, VT 05402-1007 Re: 1120 5helburne Road Dear Mr. White: Enclosed io the agenda for next Tuesday's Development Review Board meeting and Staff comments to the Board. Please be sure that someone io at the meeting on Tuesday, April 15, 2003 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, / y \/ ✓ �� ,ram Zr Raymo d J. Belair Administrative Officer Encl. Permit Number SD- 03 - 17 - CITY OF SOUTH BURLINGTON APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#): Lowell T. and Shelley C. Spillane, 41 Dirby Circle, So. Burlington VT 05403• Phone: 863-5500, Fax: 658-9456 2) LOCATION OF LAST RECORDED DEED (Book and Page #): Book 424, Page: 336- 337, Date: 3/3/1998 3) APPLICANT (Name, mailing address, phone and fax#): Northfield Savings Bank. ATT: Gordon White, 33 South Main St., PO Box 347, Northfield VT 05663• Phone: 802-485-5318, Fax: 802-485-5330 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.): pending land lease 5) CONTACT PERSON (Name, mailing address, phone and fax#): David G. White, David G. White & Associates, Inc., 168 Battery Street P.O. Box 1007 Burlington VT 05402-1007;phone 862-1225, Fax: 862-3601 6) PROJECT STREET ADDRESS: 1120 Shelburne Road, So. Burlington 7) TAX PARCEL ID # (can be obtained at the Assessor's Office): 1540-01120C 8) PROJECT DESCRIPTION: a) Existing uses on property (including description and size of each separate use): 3,500 sq ft 12 unit motel, plus 1,296 sq ft single familyhme b) Proposed uses on property (including description and size of each new use and existing uses to remain): +/- 2,568 sq ft bank with three lane drive-upfacility c) Total building square footage on property (proposed buildings and existing buildings to remain): +/- 2,568 sq ft Northfield Savings Bank, Shelburne Rd Page 4- Sketch Plan Application 9) 10) 11) 12) d) Proposed height of building (if applicable): +/- 27'4" to top of cupola, +/- 20'8" to top of main roof e) Number of residential units (if applicable, new units and existing units to remain): none f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): located in traffic overlay zone LOT COVERAGE: Existing Site Plan 1 Proposed Site Plan 2 Building ­_Proposed +/- 12% +/- 7.4% +/- 7.4% Overall +/- 33% +/- 59% +/- 56.5% Front Yard — Shelburne Rd +/- 46% +/- 29% +/-18% Front Yard — McIntosh Ave. +/- 8% +/- 52.5% +/- 26% TYPE OF EXISTING OR POPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.): none PROPOSED EXTENSION, RELOCATION OR MODIFICATION OF MUNICIPAL FACILITES (sanitary sewer, water supply, streets, storm drainage, etc.): none OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet): see attached 13) ESTIMATED PROJECT COMPLETION DATE: December 31, 2004 14) PLANS AND FEE Plat Plans shall be submitted which show the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A sketch subdivision application fee is free. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 311 %3 APPLICANT : David G. White Northfield Savings Bank, Shelburne Rd Page -2- Sketch Plan Application SIG ATURE OF P OPER /O NER � D Do not write below this line DATE OF SUBMISSION: 3 (6 03 I have reviewed this final plat application and find it to be: Complete _ Incomplete &//oning or Designee Northfield Savings Bank, Shelburne Rd Page -3- Sketch Plan Application Northfield Savings Bank — Shelburne Road, So. Burlington ABUTTERS LIST 2/28/03 Dorothy M. Black 17 Newton Avenue South Burlington, VT 05403 Verne L. Jr. & Jean A. McDonald 19 Newton Avenue South Burlington, VT 05403 Charles T. Finnegan 23 McIntosh Avenue South Burlington, VT 05403 Friendly's Ice Cream Corp. Attn: Real Estate Dept. 1855 Boston Road Wilbraham, MA 01095 John P. Larkin 410 Shelburne Road South Burlington, VT 05403 Larkin Milot Properties, Inc. 76 St. Paul Street Burlington, VT 05401 Susan G. Spillane Tamarack Shores #51 Shelburne, VT 05482