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BATCH - Supplemental - 0194 Tilley Drive
�1 �r■ ■ -�- _ 11 11.err . 8 I VIEW NORTH EAST C@ ENTRY 194 TILLEY DRIVE l 04 Tilley Drive South Burlington, Vermont MOM VIEW SOUTH EAST PRINCIPAL CORNER RECEIVED APR 0 3 2018 City of So. Burlington Presentation Perspectives SKETCH PLAN REVIEW - 4.3.18 C1iVIEW ® NORTNWESTCOP (:.I: ) VIEW ® SOUTH WESTAND ENTRY Lu( I I I ICIC IL ARCHITECTS ,. 525 o km m Ddw Suh Two coldwdv, Vr 054" W i - I�` > i CC y 'I N VIEW ® NORTHEAST CORNER IL Z 0 z Z 0 Z R I 412,'201635l 01 PM !.U1 /t)M1H OIAYIIM �WM PRELIMINARY PERSPECTIVES A2.00 ,/'�l NORM - PRIMARY NORTH - SECON PARY - - ------------------- T— - — - — - — - — - — - — LEVEL 3 gK 1,T 57,9pr GRANITE HORIZONTAL BANDING —LEVEL 2 AK lf3' - 4- ':)o ■SCHEPULEP MASONRY SILL IZIE &0 P PAIKIN R1111 UNIT MODEL DPS025 (QUANTITY. 6) v Vid F I 1---,l T111 miEll-E 1 —1 d-ml F= I IE 111- ARCHITECTS 525 H-1. D,i. Subs Two Colch.dw, VT 05446 802.655.5020 802.622.6567 vAnlIphsre LEVEL i LEVEL; : _; I 0 .J Lu 0111 0% 0 C. z III DATE REVMM DESM" LE VEL V �GRANITE HORIZONTAL BANDING L, _01111111 1-nL-li If _-SPANDREL PANEL GLAZING LEVEL I I— 117-11 _f i Ili—; i=l 11-11 1=1 I 1--i I I=! 1 1-1 1— i I-- I —i I I—; 1—i : t— 1 —11 =1 WEST nN nil rail n'I PRELIMINARY ELEVATIONS NOPM-1 & WEST A2.01 LEVELS Wiiemann dam here - - :— - - —'— - --- — - -i — - T - "—'.-- '------ __-- -- : � LEVEL�-' / _.., i•-- ( I I I I i:� I =I III=III III (� I III- I I III I I I III-' I LEVEL I� -0• ARCHITECTS 525 H.rals Driv I—i—I I I III III ...III III III -I i —�— 11 I — — _ I I I (— _I- I i-1 I I—i ;-1 i I-1 I C,kh".., yr 05446 802.655.5020 802.622.6567 I 1�5OVTH PRIMARY O2 1/e•-r-0• 'O1 i . - - - - - - — - - ""— - - — - — - — - — - — - - — - — - — - — - — - - _LEVEL 2 113' - 4" • 717 1 1 171 14, 1J W > __ I FVFI 1 10 SECONDARY N L = N ai a m s nasl" A 0 N • DATE PMLON DEOSM N s _ — _ — _ _ _- _LE EL. 126 8" LEVEL2 j1 womlwrtwn 018 3 511% VM 201LOM our«ro ill m I`f'R Z - - 'i _ LEVELI 100 -0" }Yfllllt PRELIMINARY ELEVATIONS = I I-1 l i-1 I=1 I I i t-i I I-III-III=1 I-1 I I`=1 11=1 I I - I III -III I I -III -Ili -Ili I I 1-1 11=1 -I I-i l I l-_ I -III -III -I 11=1 11= � 1 1- SOUTH & EAST A2.02 Z _ i31 EAST 01 . ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, _or on the front if space permits. 1. Article Addressed to: �pbet�' �or�.cho.r'd 4G2- ShL1bvntie. "SL.c+e. to 1 V 1 05401 I IIII III Iilllll l I I IIII I ( III 9590 9402 3184 7166 4418 76 2. Article Number (transfer from service label) 7018 0040 0000 1165 3178 PS Form 3811, July 2015 PSN 7530-02-000-9053 /� ❑ Agent ID Addre B. Rgceived by (Printed Name) 1 20eli D. Is delivery address different from item 1?IFL3 W If YES, enter delivery address below: ❑ No 3. Service Type ❑ Priority Mail Expresso ❑ Adult Signature ❑ Registered MaiITM dult Signature Restricted Delivery ❑ Registered Mail Restrictec Qf certified MailO Delivery ❑ Certified Mail Restricted Delivery ❑ Retum Receipt for ❑ Collect on Delivery Merchandise ❑ Collect on Delivery Restricted Delivery ❑ Signature Confirmationrm fired Mail ❑ Signature Confirmation !red Mail Restricted Delivery Restricted Delivery :r $500) Domestic Return Receipt 9590 9402 3184 7166 4416 ?L United States Postal Service ' 4v, Permd No. r"70"" • Sender: Please print your name, address, and ZIP+40 in this box* CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 cc) i r- Domestic Mail Only rq M For delivery information, visit our website at www.usps.cot77 Lr) U S -D -Certified Mail Fee ........ r=1 $ ... rq Extra Services & Fees (Check box, add tee as _pf"- C:3 [] Return Receipt (hardmpy) $ 0 E] Return Receipt (electronic) $ Po tmark C3 E] Certified Mail Restricted Here C3 [I Adult signature Required $ [] Adult signature Restricted DeWery $ C3 Postage C3 $ 1-3 Total Postage and Fees CO $ Sent Tom)r-I bitri r4oaw-kwd C3 tffox ----------- 44q- Sign lbwP4 cry sieve; ziP+a+--- -------------------- .qm r ► ON southburlinton PLANNING & ZONING August 10, 2018 Robert Bouchard Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Re: Preliminary and Final Plat Approval #SD-18-19, 194 Tilley Dr Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on July 17, 2018 (effective date 8/10/2018). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to this office in time for recording along with a $15 per page recording fee by February 6, 2019) or this approval is null and void. If you have any questions, please contact me. Sincerely, Marla Keene Development Review Planner Encl. CERTIFIED MAIL- RETURN RECEIPT: 7018 0040 0000 1165 3178 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com southtmrlington PLANNING & ZONING Permit Number SD-_L&_- oq (office use only) 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 05401 T: 660-6805: F: 660-6868 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) 1!-oo lc (o F 1 7 3 C 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 05401. T: 660-6800; F: 660-6868 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple interest. 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard- Develop. mgr Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 T: 660-6805 5a) CONTACT EMAIL ADDRESS bbouchard@pizzagalliproperties.com 6) PROJECT STREET ADDRESS:194 Tilley Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1718-00194 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Pizzagalli Properties is seeking sketch plan review of -a two story, 54,868 gross square foot, medical office building with 275 parking spaces on 15.07 acres (Lot 5 - 194 Tilley Drive) located in the Mountain View Office Park. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) No existing uses currently on site. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties proposes a two story, 54,868 gross square foot, medical office building, with 275 parking spaces. d) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed building - 54,868 gross square feet. e) Proposed height of building (if applicable) 28' to top of building. 35' to top of HVAC equipment f) Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable 9) LOT COVERAGE a) Building: Existing 0 % b) Overall (building, parking, outside storage, etc) Existing 0 % c) Front yard (along each street) Existing 0 % Proposed4•18 % Proposed 21.04 % Proposed 21.05 (y/ 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Details showing water, sewer and stormwater lines to be shown at preliminary site plan review Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE March 1, 2020 13) PLANS AND FEE Plat plans 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 plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 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. _ OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION:3/9 / �,o / 8 I have reviewed this sketch plan application and find it to be: OComplete ❑ Incomplete 3 F/ wCs 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. Sketch Plan Application Form. Rev. 12-2011 PIZZAGALLI PROPERTIES, LLC 194 TILLEY DRIVE SITE DEVELOPMENT SOUTH BURLINGTON, VT LOCATION MAP VICINITY MAP 1" =2000' 1" = 150' DONALD L. HAMLIN CONSULTING, 136 Pearl Street, Essex Junction, VT ENGINEERS, INC. 05452 %Lm ���E OF •�ER��4 Na. 7201 W i LEGEND 4 vowEn ruE A Hvox.vr .. �. �,.«�a, O awonr vaE J— x.nA„cus v.�ve FEBRUARY, 2018 j J \ f / WARNING: THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT Ir FATALLY TOXIC GMAY BE PRESENT 44- ASES 1-888-37233 PRIOR TO ANY EXCAVATION IN UNDERGROUND PIPING SYSTEMS A7 LOCATIONS WHICH MAY BE IN THE IMMEDIATE AND WASTE SYSTEM STRUCTURES. VICINITY OF UNDERGROUND UTILITIES. '`'° ` /—� \ jl li I /'\\ -- ----'� `� ///i///'�, \I 11 i � �///^r 1 \1 �i `-�.r•'J \ �/ I j'���1\I • \ le / % 1 / r//7\ < \ / v \ I I i /� — // I / \ i / \I ♦\ 1/ / `\�1 /i—^\\I 11 5If I 1 I 1 � I I \ \ \ \ / � � \ r � � \ _ \ � _ \ r !{ `• \ I'\ i I r� \� \ � \ I `I � 1 l 1 \ 1 1 \ \\ \\ 1\ F/ROPOSE SBUIL'DIN6 1 ^I\ _ IJ/ \ I\�`\ \ �\ \�:_ 1 1 \ 1 1127,434 S.F. 75PARKING SPACES ROVR413 —�`\ it & ♦\\ \ \ 11 j I I .. \\\�^ l\ \ ^� �\ \\ i . • 1 �\I ��I 1\\ V 1 ' (\\ \\\ \ \ C \ \ y / 1 ♦� i I \ '// i'r / �\l \ \\)\\II I f I ` q \ 111 //^ 'i \I / 1 r 1 ,�1• 1y�1\���\\ / \ 11^� If Jan I 1' 1 �l 1 \ 1 II/Ilr- \ r JJI 1\ � � h \• �\l• \ ram \ r`1 /' \ / 1 / \�.. .Y \♦ // �— '� // ` \ � I .q�� n - � \I \` ��— ..._ / � ;�/r/i �) l j ^ I (Ifl ,1 J / �1\♦ `\ V I/ /1 i /�' I \/ l\ i !� �/ �_♦� 1 / '------- --1 \1 - i'== ^� / / ` -�I J � l 1 /� \ 1 ,, I II l''\/ / •I /I /o ° ;1 \'lI IJI )\ i ^\/ \\ " lyl i ,�/ 1 � 1 r / \ ,` 1 \1 % r,///I• /: �; rl ✓ � \�I vJ; I i i� \\ 1 I. 30 0 30 60 90 1 Inch =30 fe t / - 1�� \�• \ \ 4 1 ♦ \ \ 1 ill i r.\! �i Tr...\ �.` \`�: \.� �. \ i I 0 1OF SVf, ,E No. 7201 d' SoSk acH; 9.f`S�s1s.t�i�' / ! J i ce-+ Z1 CVAR' Federal Emergency Management Agency Washington, D.C. 20472 4 ND 5 January 24, 2008 MR. ROBERT BOUCHARD CASE NO.: 08-01-0242A PIZZAGALLI PROPERTIES, LLC COMMUNITY: CITY OF SOUTH BURLINGTON, P.O. BOX 2009 CHITTENDEN COUNTY, VERMONT SOUTH BURLINGTON, VT 05407 COMMUNITY NO.: 500195 DEAR MR. BOUCHARD: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Sincerely, 7t1'?Z , /I' /j4_z; /�— William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT (REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Page 1 of 3 DCas ate: January 24, 2008 P.: 08-01-0242A LOMA P4,V1'"'" TA,, �. zi Federal Emergency Management Agency Washington, D:C. 20472 A IV[) S. LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION CITY OF SOUTH BURLINGTON, Portions of Lot 3, Plat of Tilley Family Limited Partnership, as shown on CHITTENDEN COUNTY, VERMONT the Plat recorded in Volume 445, Page 6, in the Office of the City Clerk, City of South Burlington, Vermont COMMUNITY The portions of property are more particularly described by the following metes and bounds: COMMUNITY NO.: 500195 AFFECTED NUMBER:5001950005B MAP PANEL DATE: 311611981 FLOODING SOURCE: TRIBUTARY TO POTASH BROO KAPPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 44.449,-73.148 SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 7.0 DATUM: NAD 83 DETERMINATION OUTCOME 1 % ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SECTION SUBDIVISION STREET REMOVED FROM THE SFHA FLOOD ZONE FLOOD ELEVATION GRADE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) 3 -- Tilley Family 193 Tilley Drive Portion of X 329.5 to 330.5 -- 330.0 to 331.0 Property (unshaded) feet feet (West) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION ZONE A DETERMINATION TABLE (CONTINUED) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate Page 2 of 2 Date: January 24, 2008 Cas p.:08-01-0242A LOMA Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) West Portion BEGINNING at the westernmost corner of Lot 3; thence N29 52'05 E, 328.06 feet; thence S88 20'02'E, 406.60 feet; thence S01039'57W, 71.81 feet; thence S74015'23"E, 56.71 feet; thence S14°12'48"E, 65.43 feet; thence S74°43'10"E, 37.41 feet; thence S13055'51"E, 63.08 feet; thence S37°18'39"W, 65.50 feet; thence S21°04'08"W, 14.35 feet; thence S74044'27"W, 16.64 feet; thence S39°03'55"W, 31.73 feet; thence S84°07'04"W, 37.79 feet; thence S02042'54"W, 28.67 feet; thence N87017'06"W, 175.31 feet; thence 180.66 feet along a curve to the right having a radius of 1000.00 feet; thence 152.80 feet along a curve to the left having a radius of 75.00 feet; thence S77039'18"W, 50.17 feet; thence N75018'33"W, 97.02 feet to the POINT OF BEGINNING East Portion BEGINNING at the southeast corner of Lot 3; thence N07°46'15"W, 31.71 feet; thence N07057'00"W, 329.63 feet; thence N88020'02"W, 183.57 feet; thence S47°33'05"E, 43.94 feet; thence S00°16'41"E, 70.00 feet; thence S22048'08"E, 57.52 feet; thence S60032'11"E, 42.80 feet; thence S72°48'33"E, 29.41 feet; thence S10053'35"W, 9.33 feet; thence S46054'38"W, 11.93 feet; thence S14028'54"W, 15.04 feet; thence S31029'18"W, 16.73 feet; thence S50027'46"W, 14.02 feet; thence S20033'03"W, 23.13 feet; thence S06°07'52"E, 39.46 feet; thence S12°36'13"W, 21.25 feet; thence S25014'21"W, 30.44 feet; thence S47047'28"W, 26.94 feet; thence S30°20'47"W, 31.46 feet; thence S47018'32"W, 17.11 feet; thence 225.73 feet along a curve to the left having a radius of 500.00 feet to the POINT OF BEGINNING DETERMINATION TABLE (CONTINUED) OUTCOME 1 % ANNUAL LOWEST LOWEST CHANCE ADJACENT LOT BLOCK/ SUBDIVISION STREET WHAT IS REMOVED FROM FLOOD FLOOD GRADE ELEVATION LOT SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) 3 -- Tilley Family 193 Tilley Drive Portion of X 329.5 to 330.5 -- 330.0 to 331.0 Property (unshaded) feet feet (East) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 2 Properties.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. /F " - William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate Page 3 of 3 Date: January 24, 2008 Cas io.: 08-01-0242A LOMA Federal Emergency Management Agency Jj Washington, D.C, 20472 h U S4,`J LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) ZONE A (This Additional Consideration applies to the preceding 2 Properties.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate ,) P2SAW W MpFRML LLC o PP aPP«— . / .. ..... MEW SIOPYyGTk1R l ; - ------®— --- -- ---may THE CONTRACTOR 5HALL NCTIP VIG5A AT 1 dD0.944-7233 PRIOR TO ANY EXCAVATION �' I / AT LOCATIONS WHCH MAY BE IN THE IMMEDIATE « « I VICINITY OP UINDERGROUND UTILITIES. c� �1 WARNING: FATALLY TONICGA55E5 MAY M PRESENT IN UNDERGROUND PIPING 5Y5TEM5 AND WASTE 5Y5TQA 5TRUCTURE5. PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 nnF MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT mte FLOOD PLAIN PLAN �N Lbnatd L Hamlin 'S°` Consulting �, s°` engineers Inc. �, SOL 011 DB dssti Juneh'on YllfilON{ 1 N; \. 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OUT•SlTAi RIM-SQAO e• ow OUT-55a.w B' NV. IN-330.20 NE` - RIM-343.30 a' NV OUT-M.W exlaTrNG aTrN RIM.3M.00 2M INV. O/T.33T.D0 24' NV. IN-H].90 NOTES. I. TOFOGRAFIIT DN LOTS A AND 5 IS BASED ON TOPOGRARIIC SURVEYS PERFORMED IN 2005 BY DONALD L. HMILIN CONSULTING ENGINEERS, INC. 2. TILLEY DRIVE UTILITY LOCATIONS SHOWN CN W15 PLAN ARE EASED 01 A PLAN ENTITLED 'TILLET II SUBDIVISIdl, PaADMUY PLAN VIEW', SHEET R2 DATED 06-N AND LAST REVI5ED 04/OVOS, PREPARED MY DONALD L. NAMLIN COlISULTING ENGINEERS, INC. 3. ELEVATIONS ARE BASED ON USES DATUM TAKEN FROM A SE -MARK AT T1E NORTHWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACR089 INTERSTATE D9 FROM THE TILLET PROPERTY. BENCN'I W ELEVATION WAS OBTAINED FRP'I FRED KOERNER, P E., BURLINGTOR, VERMONT. 4. ALL NATER LNE AND RELATED IRORK TO BE PERFORMED IN ACCORDANCE - THE AN, AN .ff61G1¢ RECEIVEL DEC 2 9 2006 City of So. Burlington DATE REVNDNREVISEDwArcRLmcuR.NI,uIK.,..yw,lA,.. yR 1bT2°3 GENERAND PARNNOIOTCONFIOLY+A TON SOl CLIENT PIZZAGALLI PROPERTIES, LLC P.O. BOX2009 SOUTH BURLINGTON, VERMONT 05407 PROTECT TIRE MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS DRAWING RRE •�i5.3/�F,,�� SITE PLAID 0, - TzoT I�nalct L Hamlin 4L �o Dpm Consulting osszs I•. t� C`YSfE - �• Uawsa. ka •`' cSKRa engineers tnc.q //111111135 UPK Dale 136 fi°K SYTPet 2 tfro3ae tsxs ✓,nMr.°R. V De ' No Text Permit Number SD- 06 - /)b CITY OF SOUTH BUF LINGTON 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive So. Burlington, VT 05403 Tel. # 658-4100 Fax # 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736-737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive So. Burlington, VT 05403 Tel # 658-4100 Fax # 651-1307 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive So. Burlington, VT 05403 Tel # 658-4100 Fax # 651-1307 5) PROJECT STREET ADDRESS 194 Tilley Drive Lot #5 Mountain View Office Park 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860—RR750 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) 194 Tilley Drive Currently has an entrance drive, two stormwater retention ponds and a temporar stockpile of topsoil on site. b) Proposed uses on property (include description and size of each new use and existing uses to remain) A two story, commercial office building of approximately 58,400 gross square feet. c) Total building square footage on property (proposed buildings and existing buildings to remain) No building currently exist on site. Proposed building is 58,400 gross square feet. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed building height is 28'. Two floors. e) Number of residential units (if applicable, new units and existing units to remain) N A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Pizzagalli estimates 220 employees. Company vehicles are unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Property is located in the Industrial Open Space, Interstate Highway Overlay District. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? Project impacts class III wetlands and associated buffer. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map -Wetlands delineation is attached as part of site plan. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). Previously reviewed. 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 15.07 acres/656,449s.f. (acres /sq. ft.) b) Building Coverage: Existing 0 square feet 0 % Proposed 29,200 square feet 4.5 % c) Overall Coverage (building, parking, outside storage, etc): Existing 788 square feet .12 % 2 Proposed 139,167 square feet 21.2 % d) Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 0 square feet 0 % 10) AREA DISTURBED DURING CONSTRUCTION: 150.000 sq. ft. * *Projects disturbing more than on -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. State Permit Required. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking None 12) COST ESTIMATES a) Building (including interior renovations) $ 4,310,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 50,600 c) Other site improvements (please list with cost) Parking lot — $350,000 Two stormwater retention ponds and stormwater system $150,OOO.Site lighting $50,OOO.Site utilities(water, sewer, gas and electrical) $75,000.Building entrance sign $5.000 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 651 average daily trips. b) A.M. Peak hour for entire property (in and out) 111 vph in, 41 vph out c) P.M. Peak hour for entire property (In and out) 60 vph in, 114 vph out 14) PEAK HOURS OF OPERATION 8 : 00 a.m. — 5 : 00 p.m.__ 15) PEAK DAYS OF OPERATION Monday — Friday 16) ESTIMATED PROJECT COMPLETION DATE June 1, 2008 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. North & West — Pizzagalli Properties, LLC 50 Joy Drive So. Burlington, VT 05403 South — State of Vermont AOT Interstate 89 R.O.W. East — Technology Park Associates Kimball Ave. So. Burlington, VT 05403 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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). Enclosed. 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. zo-"d4-� 14 SIGNAT OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line 11 DATE OF SUBMISSION: rd i IfX I have reviewed this preliminary plat application and find it to be: Li Complete / ❑ Incomplete of Planning & Zoning or Designee 4 r f. Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 December 21, 2006 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS Mr. Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05407-2009 136 Pearl Street Essex Junction, Vermont 05452 Re: Mountain Office Park — Lot 5 Site Development Dear Mr. Bouchard: Tel. (802) 878-3956 Fax (802) 878-2679 HamlinEngineers@dlhce.net As you requested, please find enclosed the revised estimated trip generation information for the proposed Lot 5 site development project in the Mountain View Office Park. This revised information reflects the building use as 50% general office and 50% medical office. Trip Generation Using the 7th edition of ITE's Trip Generation manual, we have estimated the trip generation characteristics for the proposed site development based on a combination of Land Use Code 710, General Office Building and Land Use Code 720, Medical Office Building. Table 1 below presents a summary of the estimated trip generation characteristics for the proposed 58,408 s.f. office building (29,204 s.f. x 2 stories). Table 1 Average Daily Trips* AM Peak Hour* PM Peak Hour* MVOP Lot 5 (vehicles per day ) (vehicles per hour) (vehiclesper hour) Estimated Trip Generation In Out Total In Out Total In Out Total General Office 29,204 sf 161 161 322 41 5 46 8 36 44 Medical Office 29,204 sf 490 490 980 70 36 106 52 78 130 Iotai ti51 651 1302 I11 41 152 60 114 174 Based on I I E I rip Generation Manual, 7"' Edition If you have any questions or need additional information, please do not hesitate to call. Respectful ly, Je . Kerlhner, P.E. Vicel President WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI AREAS PERMITTING ASSISTANCE STREETS AND HIGHWAYS RECREATION AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORTS SOIL BORINGS SOLID WASTE MANAGEMENT Engineering - "The link between what we have and what we need" TOTAL PARKING AREA (LOT 5 ONLY) 2.45 AC. (106,722 SF) PARKING ISLANDS 16,361 SF 16,361/106,722 - 15.3% 15.3% ISLANDS > 10% PER SECTION 13.06E om PI=AGAW PROPERTIES, LLC P.O. BOX 2009 SOUTH BURUNGTON, VERMOAfr OW7 MW Mg MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS Anad /I Hamlin Consulting SOU7jL.J BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURL.INGTON, VT 05403 (802)846-4io6 March 7, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: DRB Minutes - 185 Tilley Drive & 194 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved minutes from the February 6, 2007 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough 76# Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 1 6 FEBRUARY 2007 12. Public Hearing: Final Plat Application #SD-07-04 of Patrick Malone for a planned unit development consisting of. 1) converting an existing 18,327 sq. ft. building from auto sales & service to retail food establishment use, and 2) constructing a 15,406 sq. ft. gfa addition (including 5,071 sq. ft. of mezzanine space) for retail food establishment use and 1,760 sq. ft. of short-order restaurant use for a total GFA of 33,733 sq. ft., 222 Dorset Street: Mr. White said there are very few changes from preliminary plat. They have been through the Design Review process. That Board wants them to add a line of split -faced block. Mr. White showed the location. Mr. Knudsen asked if the plan will have to come back to the DRB after it is reviewed by the City Council. Mr. Belair said it will, the same as any other application. Stipulation 418 was amended as follows: The last sentence was eliminated and the words "for review and approval by the Development Review Board" were added to the previous sentence. Ms. Quimby then moved to approve Final Plat Application #SD-07-04 of Patrick Malone subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. C13."Public Hearing: Final Plat Application #SD-06-108 of Pizzagalli Properties, LLC, for a planned unit development to construct a 58,400 sq. ft. building consisting of 29,200 sq. ft. of general office use and 29,200 sq. ft. of medical office use, 194 Tilley Drive: Mr. Belair noted there had been an issue of the amount of parking in front of the building. Staff feels there is significant berming and landscaping to mitigate this. Mr. Belair also noted that the applicant is asking for more parking than required as they don't know the final mix between medical and general office use. Mr. Bouchard asked about the Fire Chief s request for hydrants. He said there are street hydrants, and he didn't know if the Chief wanted a hydrant on -site. Mr. Belair said the wording of the motion says the plan will meet the Chief s request. Regarding landscaping, Mr. Bouchard said $5000 of the landscaping budget is for the pond in front of the building. If that's not OK, they would be $990 short. Mr. Belair said the motion includes a $990 credit. Ms. Quimby moved to approve Final Plat Application #SD-06-108 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUPH BURLINGTON, VERMONI' 05403 (802) 846-4106 FAX (802) 846-4101 February 7, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Final Plat Application #SD-06-108 194 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 6, 2007 (effective 2/6/07). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by August 3 20Q71 or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 3110 0004 4484 7408 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 2, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Tilley Drive Projects Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on February 6, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, i 1+ Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 25, 2006 \drb\sub\pizzagalli\final_lot5.doc Application received: December 29, 2006 PIZZAGALLI — LOT 5 FINAL PLAT APPLICATION #SD-06-108 Agenda #13 Meeting Date: December 5, 2006 Owner/Applicant Property Address Pizzagalli Properties, LLC 194 Tilley Drive 50 Joy Drive South Burlington S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 15.07 acres Essex Junction, VT 10 and IHO Zoning Districts Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lots doc 1 .0 Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development to construct a 58,400 sq. ft. building consisting of 29,200 sq. ft. of general office use and 29,200 sq. ft. of medical office use, 194 Tilley Drive. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 29, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 15.07 acres Max. Building Coverage 30% 4.5% Max. Overall Coverage 50% 21.2% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department has reviewed the plans and submitted comments in a letter dated January 5, 2007. 1. The applicant shall adhere to the comments of the City of South Burlington Water Department as per the comments dated January 5, 2007. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The applicant obtained preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, on October 26, 2006. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lots doc 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. The applicant has submitted sufficient erosion control details for the proposed development. 2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is shared with 192 Tilley Drive. This is a sufficient access width for office use and a good use of shared access. The 29,200 square feet of medical office use is estimated to generate 109 pm peak hour vehicle trip ends. The 29,200 square feet of general office use is estimated to generate 44 pm peak hour vehicle trip ends. Thus, the total project is estimated to generate 153 pm peak vehicle trip ends. Condition #12 of the five (5) lot subdivision, of which this is lot #5, requires a trip generation and traffic analysis including turning movement analysis to be constructed as part of the review of the fourth building. This proposal is for the second building. 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. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are encroachments proposed in the Class III wetlands and buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (recommendation attached). Staff has considered the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee and believes that the applicant has designed the site in a manner best suited to reduce impacts on the Class III wetlands and related buffers. 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. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. 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. The open space area proposed on the subject property is the Class II wetlands located on the eastern portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. CITY OF .SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lots doc 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 South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated January 31, 2007. The Fire Chief has stated that the hydrant locations have not been shown on the plans. The plans should be revised to show these locations to the satisfaction of the Fire Chief prior to issuance of a zoning permit. 3. The plans shall be revised to meet with the satisfaction of the South Burlington Fire Chief per his letter dated January 31, 2007. The applicant shall adhere to all comments of the Fire Chief per said letter. 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 subject lot is proposed to utilize a shared access from Tilley Drive. Furthermore, the applicant is proposing a connection between the subject lot and the property to the west, 192 Tilley Drive. Staff finds this connection acceptable and more appropriately located than was originally proposed as part of 192 Tilley Drive, but advises that the applicant must amend the site plan for 192 Tilley Drive as the connection as shown as part of this connection is in a different location than that which was approved for 192 Tilley Drive. 4. The site plan for 192 Tilley Drive shall be revised so that the southern connection between the properties at 192 and 194 Tilley Drive are in agreement on both plans, prior to issuance of a Certificate of Occupancy for any building at 194 Tilley Drive. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer has reviewed the final plat plans and provided comments in a memo dated January 4, 2007. He has stated that the plans are acceptable. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS 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: 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. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lots doc Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. Two new bicycle racks are shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, and based on general office use, the proposed project will require 205 parking spaces, including 7 handicapped -accessible parking spaces. The plans depict 280 parking spaces, including 8 handicapped -accessible. This is excessive of the need in accordance to the regulations; however, staff finds it appropriate to allow flexibility should the use of the building change to additional medical office which is a more intensive use, generally generating more traffic and requiring more parking. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This site is extremely difficult to assess with respect to this criterion. While the building does face Tilley Drive, it is also largely visible from Interstate 89. Overloading the parking to either side can be aesthetically displeasing. Staff and the Development Review Board discussed this theory when the applicant applied for final plat approval for 192 Tilley Drive. All seemed to agree that given the location, and the probable use of the building for medical office, that the parking layout is acceptable. The layout proposed as part of this application is nearly identical to that which was approved for the neighboring lot. Staff supports the general layout proposed in this application. 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 scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is two stories and 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB 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 applicant has submitted architectural details which are in compliance with this criterion. The proposed building will blend extremely well with the existing buildings in the Mountain View Business Park. 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. The applicant has submitted architectural details which are in compliance with this criterion. The proposed building will blend extremely well with the existing buildings in the Mountain View Business Park. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DE;'ELOPMEI`JT ,4EVIE' V' BOAP.D PLANidiNG & ZONING \drb\sub\pizzagalli\final lots doc 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.. 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. Staff has already addressed the issue of the connection between 192 and 194 Tilley Drive. Again, the site plans shall be revised so that both are harmonious. 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. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 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). The proposed dumpsters are shown adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. Sufficient snow storage areas are shown on the plans. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on submitted building costs of $4,310,000, the minimum landscaping budget shall be $50,600. The applicant has submitted a proposed landscaping budget of $55,360. However, $750 of this consists of sign plantings which may not be counted if they are not trees or shrubs. Furthermore, the applicant is proposing $5,000 for a landscaping pond. The Board may approve this as part of the landscaping pond if they wish. If the pond is not counted towards the minimum landscaping budget, the applicant will be short $990. Staff supports the applicant's request to consider the pond as it is purely a landscaping feature and not part of the necessary stormwater controls. The Board should consider the proposed landscaping budget and render a final decision. 6. The Board shall consider the applicants request to consider $990 of the $5000 proposed landscaping pond as part of the minimum landscaping budget. if the Board denies this request, the applicant shall provide an additional $990 in trees and shrubs. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZO�JI �C \drb\sub\pizzagalli\final lots doc The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The applicant has submitted a sketch which shows that the proposed landscaping on the interior of the proposed parking area is 15.3 percent. This complies with the requirements in Section 13.06(B) of the Land Development Regulations. The South Burlington City Arborist has reviewed the plans and has stated that his previous comments have been met. There is no need for further revisions. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted an appropriate lighting point -by -point plans and lighting cut -sheets showing lighting fixture details. Other 7. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. Staff recommends that the Development Review Board approve Final Plat Application #SD-06-108 subject to the numbered items included in the comments section of this report. Respectfully submitted, 1kilh? Cathy n aRose, Associate Planner Copy to: Robert Bouchard, Pizzagalli Properties Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 Mountain View Office Park Lot # 5 Tilley Drive January 4, 2007 1. Site plans prepared by Hamlin Consulting Engineers revised Dec. 2006 and received December 29, 2006 are acceptable. January 5, 2007 Donald L. Hamlin Consulting Eng. Inc. Mr. Jeffrey Kershner 136 Pearl Street Essex Jct. VT 05452 RE: Lot 5 Mountain View Office Park Dear Jeff. The South Burlington Water Department has reviewed the plans last revised 12/12/06 for the above referenced project. Please find my comments below. 1. The Application for Water Allocation previously provided must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Recent water distribution system upgrades within the City have been completed and should allow for the allocation of your water request for this project. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Six-inch Ductile Iron (DI) water pipe shall have no less than two (2) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. 7. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 8. Corporations shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing SB 5151B4151, or Department approved equal. All brass unions and adapters shall be Cambridge Brass No -Lead Brass, Red Hed Manufacturing brass, or Department approved equal. Please note this new requirement. 9. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dechlorinated prior to entering any water of the state. 10. This project is at the end of a dead-end line tapped into the CWD High Service transmission main. As such it will be subject to varying amounts of water pressure, including water hammer. Internal plumbing components must include pressure control fittings. 11. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity provided the changes or corrections included in this letter have been addressed. 12. 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. 13. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 14. Further review changes may be required as this project proceeds through the permit process. 15. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose Doug Brent Plan Reviews: Lot 5 Mtn View Park 1-07 South i, 6rlington Fire Depart. -lent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief January 31, 2007 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Office Park Lot 5 Dear Juli: I have reviewed the plans for the proposed construction of the Mountain View Business Park Lot 5 development on Tilley Drive. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s), number and location to be specified by SBFD. 6. The plans which were provided to me showed no fire hydrant locations. Number and location of fire hydrants to be determined jointly by the South Burlington Fire Department and Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. 7. If an elevator is proposed the elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 9. Prior to final approval I must review plans which show actual location of the corridor fire doors and stairwells. Page — 2 10. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed by myself or with the assistance of the developer and Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. i erely, Douglas S. Brent Fire Chief 1 -47 PIZZAGALL PROPERTIES, LLC MTN3 ! CE PARK _ 1 J I f 1 I Y /I /TM. 1 ARpMaOLOGIULLY fEfMITIK AKA VTtM-s.x � . II mil` .. __ R � 1 TALL aNat FEIIC[ AIt01MD eVnm EOr4[ 66 ACRES �17 ti14 C). J r t4 c-. J is •, AVlR'H'a , �/ f ; I I � I • F I ` / . PIZZAGALLI PROPERTIES, LLC P� 0. / MTN. VIEW OrME PARK) 1LOT 44.43 ACRTREEET RI92 P A. \ 'PMEAGALLI PROPERTIES, LLC 1 1 f i l L 4u .. . / PL1OTi� VIEW OFF KE PARK \ l I 1 + .ACRES EET / OneTavwATER J moron ` /N (1 � p rw�l , � STAY ' " �v-r�T ERST , E 8bNT ��ti AND SO O 50 100 ISO re !!%iiiiii THE CONTRACTOR 5HALL NOT—'DIGSAPC AT WARNING: 1 I-OOC-344-]233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GASSES MAY BE PRESENT AT LOCATIONS W ..ICH MAY BE IN THE R.MAEDIATE IN UNDERGROUND PIPING 5Y5TEM5 VICINITY OF VNDERGROUND UPUTIGS. ANO WA5TE 5YSTEM STRUCTUKE5. ;i LOT SITE S.OT 100.0 BUILDING COVERAGE 067 4A a0.0 PARKING 4 DRIVE COVERAGE 2 4a — SIDEYu COVERAGE 0.10 O.T TOTAL COVERAGE zoNING DISTRX:T INWSrRIAL t oPeN sPACE PARKIrr aTATIAT fA PROVIDED 2T6 BPACES NOTES. 1. TOPOGRAI I ON LOTS 4 AND a M GRaED ON TOPOGRAPHIC SURVEYS PERPORHED IN 20 BY DONALD L. HAFILIN CONSULTING WNG144EERS, R1C. 2. T—ET DRIVE -IL— LOCATIONS SNrXVN ON THIS RAN ARE SASED O A PLAN ENTITLED MLLET II aUDOIVISION, ROADHAT P N VIW', SHEET>n DATED O6/3G/0I MID LAST REV— 04MU06, R/EPARED BT DONALD L. NNTLRI COtiSULTING ENGINEERS, INC. '�. ELEVATIONB ARE BASED ON Baca DATN'I TAKEN FROtt A BENCIRI/.RK AT THE --EST CORNER OP THE NEN ENGI-AND TELENIONE PROPOtTY LOCATED ACROSS INTERSTATE M PIdOH THE T—EY PROPERTY SENCMTARK ELEVATION HAS OBTAINED FR FRED KOERNER, P.L., BURLiNGTON, VERHONT. RECEIVED DEC 2 9 2006 City of So, Burlington - - ]NF I SERER AIq REVISED PAPXRp LOTCOAPgLMiXIN CUEM PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 P%JECT me MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS W AK nu „tt"ttF, ACE OF �f hP/' 1. � •�: Q' , ND nD, AA �tO� �� ?•, OVERALL SITE PLAN 1 MRM/RFD sw IJonald L Hamlin Z Consulting Ik engineers, Inc. 7 PKrsa � jpvOL � ifASOB l96 fkar{ SYn¢[ Exz ✓unclfan. VTmorl! c PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 5 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENCINEERS, 136 Pearl Street, Essex Junction Vermont 05452 INC. LEGE"'4D {) Cp1gIMTlOf1 PCLE � UTCN BASIN ,I T6EMWNE POLE �� 4ATC VALVC �- LIGHT S` YIONITQIIN4 M[IL O SUPIORT POLE �� �1T y,yl a NATURAL GA3 VALVE *t SNIN13 OPSM NATURAL GAS HCTCR �':' CDNlffl[CIA TREE a SIGI t; y DrraLuous TReE n rulL EGz M eDGe ar raooa i-I � n.w POLC �e' — eD:e or wEru++Ds carrtwR uNf (J CONCRCTE — HONUHU�T PROPERTY LINE PIPL� ��W-- 1UTfR Ck1E SURVEY STATION—S� SANRART SfMA ¢, eo+ert nuuloLf —o— aroRn serlER uNE •v pwNAGE ruN+aE --c— NATunAL cAs uNE TELEP[IONE MANIOC[ �—T� WOERSRdMD TELCPNONE O D.ELTRKAI. HANIOLE �[� UNDERGROUND [Il41RILA1 flat3 STOP �LN� UNDERGRWND CASL[ TCLEVISIOII SHEET INDEX I OVERALL SITE PLAN 2 SITE PLAN 3 EROSION PREVENTION 4 SEDIMENT CONTROL PLAN 4 LIGHTING PLAN 5 SITE 4 EROSION CONTROL DETAILS 6 WATER, SEWER, 4 DRAINAGE DETAILS 7 TECHNICAL SPECIFICATIONS 8 TECHNICAL SPECIFICATIONS CI TECHNICAL SPECIFICATIONS RECEIV. DEC 2 9 2u'�S City of So. Budingto) Revised DECEMBER 2006 NOVEMBER 2006 - �♦ L{ Y d71 i _ AsnNG ass n 7 NRIY�EDLOpCAILT 7z' NOT ro el \ j\%"'111\�\ \ \�♦ ♦ '' NEW Si011MWA1 a !Ii—: e1� q �m`�51 t! ♦ e� �°�•♦@moo .♦- t'.♦wZ•rrr- MEN �j1 1 i i♦el••y -ems I < : � ---•-�--"--- , ♦ y per -C 1 .•_ .J �.. MOUNTAIN VIEW BUSINESS PARK -LOTS KEY BOTANICAL NAME COMMONNAME OTY SIZE REMARKS TREES AC AO Amelanchier canadensis Shadblow Serviceberry 22 Alnus eordata 2 1/2-3' Cal. B&B, 6' BranchingHt. Min. AR Italian Alder 7 Acer rubrum 'Armstrong' Armstrong Red Maple 20 2 1/2-3" Cal. 2 1/2-3" Cal. B&B, 6' BranchinHL (Min.) B&B, V Branching Ht. (Min.) GT PC Gleditsia triacanem Shade Master Honeylocust 8 Pyrus calleryana'Chantdeee Callery Pear 2 1/2-3' Cal. B&B, 6' Branching HL (Min.) PGa 20 Picea glauca White Spruce 8 2 1/2-3' Cal. 6-9 B&B, 6' Branching HL (Min.) PGb Picea glauca White Spruce 4 8-1o' B&B, Full B&B, Full SHRUBS CS EA Cornus sericea 'Baileyr Redosier Dogwood 13 Euonymus alatus'Compactus' Compact Burning Bush 108 30-36' B&B, Plant 36' o.c. IJ Ilex verticillata'Jim Dandy' Jim Dandy Winterbeny 5 24-30" 24-30- B&B, Plant 30" o.c, B&B, Plant 30" o.c. IV TO Ilex verticillata'Red Sprite Red Sprite Winterberry 16 Thuja occidentalis Dark American Arborvitae 24-30' B&B, Plant 30' o.c. 17 5-6 B&B, Full NOTES: 1. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 2. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. 3. REFER TO DRAWING LA-200 FOR PLANT MATERIAL INSTALLATION DETAILS. 4. CONTINUOUS PLANTING PITS FILLED WITH PLANTING MIX TO A DEPTH OF 2 FEETARE REQUIRED FOR TREES PLANTED IN PARKING LOT ISLANDS. N9hVE AREA VT-M-pN j WOIW,,Dp.1OR:011E MOUNTAIN VIEW BUSINESS PARK LOT 5 I_ - / `\...\ �� Burlington, South Burl Vermont �..... � •\, WCRANOS \� \ 1\ ' '' / . _ r . I 131C H uIEN STREET ..._...-.•� I. i n \ Bu RLINGTON, VTO5401 TEL: 802.9610098 rAz. 802.86i2440 \ www.sIcap.com �q,`�� dl1 N•r\pizzagalli Developer ��" ■ o l ■rr e� T s d �r�ii®c'i' �� CI•• I � s t 0. I\ �s w _ E'Rsr �NOOev ,� L ,"•. Y _ �" I l ReAlWllt: I 1 2-PC r .1 9-TO \ 8 \ r -TO 1 1ePGb30 . 1 "-•-••. � p 1 A to pinWq 2 , , _�J MEW AniR \_ \\\ • • • I�iy�bi alEs.��e TN. PLANTING PLAN 1_ 1-PGlb \ LA-100 g S THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-BDD-344-T233 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY DE IN THE IMMEDIATE VICINITY Or UNDERGROUND UTILITIES. I; - / I EROBIZN CON FENCE, DETMLI (TYPICAL) T♦ a TRUCT - , r a ^•F _ --"1k ;N�•.. K , INSTALL SLOPE STABILIZATION FABR _---.NORTH AMERICAN GREEN 9CI50 ' 1 I �I WARNING' FATALLY TOXIC GASSE5 MAY DE PRE5ENT IN UNDERGROUND PIPING SYSTEMS AND WASTE 5Y TENT STRUCTURES. EROSION CONTROL NOTES: THE CONTRA,, SHµL NT NANENT EROSION CONTROL MEASURES RI ACCORDANCE HITN THIS PLAN AND TIK "IERHWT FI/1NOBOOK FOR 9OL EROSION AND SEDIMENT CONTROL ON CONSTRUCTION SITES. - THE CONTRACTOR 5NALL MINE11ZE THE LRTITS AND DURA,N)N OF DISTURBED AREAS. ALL DISTURBED AREAS SHALL BE PROTECTED MID PROFIPTLT BTABILIEED AS SOCH AS POSSIBLE ""RALLY WITHIN M HWRS. SLOPES SHALL BE TRACKED WITH CONSTRUCTION EWIPMBNT SUCH THAT THE TRACKS CREATE GROOVES PERPENDICULAR TO THE SLOPE DIRECTION. TE(IPORART STABIL12ATN1N MEASURES, SUCH AS MULCH OR MATING, SHALL BE UTILIZED HMERE flNµ GRACN? NAVE NOT BEEN RFACNm AND THE AREA lNLL NDf BE ACTIVELT wORKLO w1TNIN T CALENDAR OATS. u1TNIN T DAYS OF THE ESTABLISIMENT OF FINAL GRADES, DISTURBED AREAS SHALL BE TOPSOLED, SEEDED, AND MULCHED AS APPROPRIATE. ALL DISTURBED AREAS ON THE SITE SHALL DE 5TABILIEED PRKM TO OCTCEER 16. SEEDING AND MULCHING --T— SHALL BE Cd1PLETED BY SEPTEMBER D TO BNSURE VEGETATIVE COVER PRIOR TO OG,OSER D. ANT SOIL DISTURBANCE DETWEEN OCTOBER 16 AND MAT 1 MUST DE AUTHORIZED BT THE VT DEPARTMENT OF ENVIRONMENTµ CONSERVATION AND PERFORMED IN ACCORDANCE WITH THE APPROVED WINTER CINSTRUTION EROSION PREVENTION AND SEDIMENT CONTROL PIAN. TH! OWNER OR AUTHORIZED REPRESCN,ATNE SHALL INSPECT EROSION CONTROL DEVICES AT ,FAST OKE EVERY SEVEN CALENDAR DATE Oft WITHIN 2O HOURS AFTER ANT RAIN VENT NHICN RESULT5 IN THE OSCNARGE OF STORI-YU.TER RUNOFF FROM THE SITE. A WRITTW REPORT OF ALL INSPECTIONS SHALL BE MAIMARNED AND KEPT ON -SITE AT µL TIMES. ANY REWIRED MAINTENANCE MIWOR REPAIR OF EROSION (dITR0. MEASURES SHALL BE PERFORMED WITHIN 21 HOURS. µL TEMPORART EROSION CONTROL DEVKCS 5HALL RCMAIN IN PLACE UNTIL VEGETATIVE COVER HAS BEEN ESTABUSNED ON THE SITE IN THE APPLICASLE AREA. THE SCW WCING OF BECSIW COMTWJL SMALL DE AJ FOLLOW'.• ERECT EROSION CONTROL FENCING AND INSTALL APPROV® CONSTRUCTION FENCE AT THE LIMITS OF OSTVRDAIICE. 2. CONSTRUCT AND MAINTAIN THE STABILIZED CONSTRUCTION ENTT,W S. CONSTRUCT AND MAINTAIN CONSTRUCTION STAGING AREA AND TENT ORART NADU ROADS. 1. CONSTRUCT DIVERSION AND DRAINAGE DITCHES WITH CHECK DAMS AS APPROPRIATE. 6- FBEGIN ENCINGTAROII � DOYfMNIU- SIDE CF ILI PI T�SEEDOANTD�MU I PILE IF NOT TOTALL I04 BE ACTIVE« FOR MORE THAN T DAYS. G. INSTALL STORM DRAINAGE UTILITIES. INSTALL INLET AND OUTLET PROTECTION AS RI APPROPATE. AND MUDOH ALL T. SOON ETECONSTRUCTIONSIT M TOPSOIL, 9CGRAD ING Of THE AREA5��9 ED TO BE SEED AS 6. IEE,,ED ALL SEWED AREAS WHICH NAVE NOT GERMINATED WITHIN TWO WEEKS. nFo-14TERIN = NO1P5 WATER FRO'I TRENCHES AND EXCAVATOONS SHALL BE DISPOSED OF IN SUCH A IC OR I%m*wk p —T NO INS p WO6CTCOHPLETED OR 1 PROGRE%, NOR, TO m�ATSURFACE OF NIONWAYS, NDR CAMSE ANT INTER(DEENOE w1TN TNG USE OF SAME ST THE PUBLIC. NO SILTT, DRACK154, T TI11mID YMTER FROM TRIREMES ANOiOR EXCAVATIONS SHALL BE A=W TD DISCHARGE DIRECTLY TO A STREAM, WETLAND OR NATURAL DRAINAGE CONKS! LEADING TO A STREAM. WATER INTO ADDfNATIRINV,CR6 DI EV ISCNARGE At4 APB RDT THE LNGAINElR BASIN OR WHERE IT IS DETERMINED THAT THE DFYNTERING OPERATIONS CREATES OR 19 LIKEA.T TO CREATE TURBID STREAM C4NDITN1fq THE CONTRACTOR WILL BE REWIRED TO FURTHER DETAN THE TRENCH EXCAVATION WATER M ALTERNATE MET SEDIMENTATION ACCEPT TRNELY THE USE E OF 'DIRT BAGS', OR AN NDNDEWATMING ARG9 SHALL DE It EST m NAL CONDIALL TEPPORARY TIONSION �91N9 RECEIVED DEC 29 2'w;j' City of So. Budingtor, DALE "", B! N REVISED PARKING LOi CONFIGIA+ATroN mm PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 PROJECT TUC MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS DRAM1NC T"' EROSION PREVENTION & �o•`�`�oF vf''•., p ��•�y N ¢� NO. 7201 LL�uu: $ 2�` ,��' I6.•` SEDIMENT CONTROL PLAN wmy MRM/BF-0 Donald L. 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'iy wr ac,. - 1 1 1 LIGHTING STATISTICS PARKING t WALKWAYS MAXIMUM 5.70 fc MINIMUM 0.12 Fc AVERAGE 1.32 fc UNIFORMITY RATIO • 11.24:1 NEW POLE MOUNTED LIGHT - RUUD MAG2417-M r� In Wr METAL HALIDE, 20' MOUNTING HEIGHT NEW BUILDING MOUNTED LIGHT - RUUD E5407-0 70 W, METAL HALIDE, 10' MOUNTING HEIGHT NEW BOLLARD LIGHT - RUVD W405-D 50 W, METAL HALIDE +L Ne. 7201 Z LONAL ��auuaP• DEC 29 20 City Of So. BudinQton T/e" RAO /2' RADIUS llkr 3.500 PSI CLASS B CONCRETE WRB I. CURBING SHALL BE CONSTRUCTED IN IO' SECn-N - I/B" JOINTS BETMEEN SECnONS. 2. EXPANSION JpNTS SHALL BE CONSTRUCTED EVERY 20' MATH 1/e' TWCI( PREi0R4ED EXPANSION TT FRJER MATERLAL CCeIFDRLNNG TO AASNTO DESIGNAnON M-1533. }- WRB REVEAL AT DRI CURBVEWAYS SHALL BE T-I/2" MAX. N. RB REVUE AT ALL NANDICM ACCESSES SHALL BE A MA)DIMU4 OF 1/1'. S. ALL RADII LESS THAN 100' SHALL BE fORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB HIS MATCH E)OFINISH GRADE RE%4LAAl'G I /2' RADIUS • CONCRETE WRB• SEE DETAIL TYPICAL CONCRETE CURB _TAPER DETAIL HIS e' TNvcI xeo0 SAWN MR, YBM iR011•ED [OIIQ poNa•x rAK •Low w nws IN AL ILA TE rRiAp• Ir TOrBBE-MIR 'AL Beck • YIRp B . We rm TOOT r e' R.wr A= MAN,. BOffS; vAOT soft /TO . Brw) / ' RRrpeTEO — r1ALL K N eMAreM pMrs EVDRv SDI IFET. FALSE ,TaArlrs sXAIL BE MA® iBJETI ENDer s I[[T. CAST PIART MRFD MAN,. eleeASE SMALL BTLDYPAGTCD ro e61B R TIE YAlIMA1 OM Od9tt uSINO TIE 6TAIXWRp r0.oCra 16T. ACCORDING TO A— DNe. IYPICAL CONCRFTF 51DEWALK Nrs aaom ar EIafTINO ■IU1Mpus COI1M[IC rR10R r 'Ic1Er'�,rAANar miWz ro rANrro. AIL JaMrs r1AL K Mp1WONLY puNm AND WATm airy raaA_TRTFn AY KT. TTPE a aT1A«pn oMIRCTE u REawAm m wTw - Lr dsnvc rTUIIINous cGAMCTE I r ETpp ',,tl��.. �r aL EXK1N0 r NDaYir TN«Ncss <,-,/3• YINRrM) ,SXULR{IEO ASPllµr AaI Gar � MAMy SIMBAi[ NOTc: ALL .— ro BE I ROUp , pwIACTm M r uFTs ro A sTANDAAINGAV K ex P TIE MAIaW4 ptY DOIrT Vac 1,E PROCra TEST. ACODIMIHO 10 AST4 Dees. TYPICAL PAVEM NT MATCHING DETAIL Krs I OEPC2AAIG�GCXNNFL AMC —_.. — SAE F3EVATIM — Ir WAE e' DEEP nN es�EaE 7 8 A _ r B : RATER FALIII Ir 1 a F RdGH SECn%A-ANOE sraE sec ro eE ,-1/z• ro 3• SEDnoTrT e_R r 2 CHECN DAYS alOU1D BE NSFECWD ATM CAd M.elOIT MODUC]NO ENOIT. Y DAYACE RIAIL BE COAwEC1ED AYEDIARY. pP'LACFD fiOXEi SHALL BE REPLACED AS NF£oFD. 1. �CLIILMULAWD AODMCCtIi SIIOIILD BE Ad0]ED fTGM XMIO ME DW AS NEEDED TD TAIN MANAQ IW1011p1 TIIE STpE L2ICAL STONE CHECK DAM Nrs CORM 500% IE%1%£ FABIeC Y CAugIED ,HID Np�S, ,Ifl b' OXENAR STONE BIG STAewzED "RANCE TO eE—INUCnn AT UOCAndS SHOMI ON GNUI EO STONE r2E TO BE T. OINi c rM TON STp W V IQ IIEOIAR[O riLC@TKIYN"�YNnT- I,IZ ENmNic�E ROADA. ruL smudi piuElroDaarL n aNm NR]Uc ROADS YUST BE RETaM9 BXYEpATRY. EN�NCCESSART. LIE g1EF1a 6 Lf311C1LS EMtINq THE RO A Nr 10 RTE 3NAUL BE GIFAED TO AdOK SEONNiT PRIOR d1RANCE Mro X: MWAr. xadT 91ALL c 1BESEHTEo FADY dlERwo ANY SwXIM MAN M NAIdDWRSE TYPICAL STARII IZFD QNNSTRIJCnON FNTRANCE Nrs D E5 1. SKi I [ MORAL. eE INAEORn AT —Fr.-- SMH CADrDAR a,i OR a1MM SA —I AFTER ARA' RAN [Ha1T MHM RElULrs M -A —al ROE. "y am *I Ir REApE3 A pEPTH CE r OR MfATpt Jam'` _`- _� SLOPE TRACKING DETAIL Nrs ANYETTp NOTE'CDM ^ZMNs NCIADaAspMA� CE EYERY SEL(N C4.04— DAYS M .— to HOUR, MTEA z Acpwuu smwdr sl iE REuo.ED NHEN rc'plEs aPni ac r M aIEATER. x pfA1 « REHACE S10K AS NECESSARY ro ALLOW —ER DRAINADE OF SEDMdT POOL I)21QAL CATCH BASIN INLET PROTECTION Nrs SLOPE INSTALLATION •2'-!' (Scm-tt. ]:, ®PEs •2•-5' (!cm-I3.Scm) 3' (0...) Swm SINan. x3' (I.-) xr O.pn) I.• —I KA SD. YD. Fa banW35 , wRA Ne apli d Na1N American Gnm DOT syat-0 PRED lace taDl«/e,akea Tap, t the mlwW Bola. 3:, AOPEs •r-s• (Sam-1zsvN�r— © 'ir�'Y_,• (sPN-,zBWw> e• (1, SU— 1. PREPARES SOIL BEFORE INSTALLING BLAHRETS. INCLUDING ANY NECESSARY APPLICATION OF LIME. FERTiLIZER, AND SEED NOTE: d USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING ME BLANKET IN A 6• (IS, m) DEEP X 6' 115cm) WIDE TRENCH NITH APPROXIMATELY 12' (X OF BLANKET ..) EMENDED BEYOND TIE UP -SLOPE PER ION OF THE TRENCH ANCHOR THE BLANKET WRN A ROW P STAPLESXMM /STAKES APPROTELY 12' (30c1) MBOTTOM ART IN THE OF THE TRENCH. • • BACKFILL AND COMPACT THE TRENCN AFTER STAPLING APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (SOcm) PORTION OF BLANKET BACK OVER SEED AND COLPACTED SOIL SECURE BLAANKR MR COMPACTED SOIL WITH A ROW OF STMIEi/STAKES SPACED APPROXMATELY 12' (M—) ARAM ACROSS THE WIDTH Of ME BLANKET. • 3. ROLL THE BLANKETS (A.) DOW OR (8.) HORIZONTKLY ACROSS THE SLOPE. BLANKETS wTLL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SDIL SURFACE BY PLACING STMtES//STAKES IN APPR APPROPRIATE LOCATIONS AS SHOWN M THE STAPLE PATTERN WIDE WHEN USING OPTIONAL DOT SYSTEM'; 6iAAlES/ST_S S BE PLACED THROUGH EACH OF ME COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. STAPLES PG 50. ro, e. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WIRY APPROXMATELY 2"-5" (Scm-,2.Scm) OVERLAP DEPENDING Fw ban4al wiAP eSO.M1 aplivnd w,N AmerlCPn ON BLANKET TYPE. TO ENSURE PROPER SEAM KIONMENT, PULE iXE EDGE OF 1HE OVERLAPPNK BLANKET (BLANKS! BEND INSTALL£, ON TOP) t augN eucn o'I q. �E[Ij cola E�Jols EVEN WITH THE COLORED SEAN SnTCII"ON THE PRENWSO INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLKCED DOWN THE AGRE MUST BE RACED END OVER END (SHINGLE STYLE) WRH AN A•PROXIMATE 3' (T.Scm) OVERAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 13' (SOcm) MART ACROSS dT1RE BLANKET W1DM. TTn! ,M's NOTE I'b0-T -•„ ..Gan - - -!Mo jTH II Epo w AMERICAN PC 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (IS—) HAY BE NECESSARY TO PROPERLY SECURETHE BLANKETS. GREEN SLOPE STABILIZATION BLANKET D TAI CHANNEL INSTALLATION ® rt. evo�lEse°`n aP �eWx"LP`nwn":Il1jge"Nlr�" aro�MNr a .us,W`'n MI�eQroiwnAasa mw z -s- (Sam 1 z. z•-s• (son 13 x�1 .'em, > > +.M�Alsw,�wime1EN«pD,a ewwEl w , e_ (sl R¢P . r T= „KICH i t�]aKl w.n IN °nK°A"eo°Xno°a` a Tkc Ir (atrn) slate rra R' 0. • • • s.wn susm. . rN)�m RM IN 0 /sr AR RP n.RMh�.Nts` I—rt m (a• �r, •^" • •�e n -ler.) °.onAr. —A— o"ew`EI lw ro zcu.L W.ANw.n sro`t'`(.m w.:m.°,`A `""Na'c xr p.om) i e� c sE"o.�ira¢1p°. i`Fisnmi :oi°,iNaa. w ci ,nNEMLes�rsMXAaavmm�IVAm, °Nt,,.,�:T�-'•a<s`"w.si'ews""w«Nn�O'°"(r.,«cT M°W.Ia DI.rsr}11eAl.iniVtlol, wi ovl E"°°` ``«a:"rAun.ro. • • • • aw eMH"e. I , roa_,m1 WIBwAa. v>< :r(�pm%N`AAUO.:o°. i�a41Vonl a`MOroN Alzrnill mc+ a t .°m a. me cNwNn. N n�-.7Isami aro i i• oYl+i a , 0 1`m ilwml` Trz. M aR� Ir Laay.l +A.r III STAREsv R sa, ( 5TTMIL a ER SO. )) Fab o IM1 apli°ndMNNm Ameriam tOPlea/ lakes Geen OOKKF _ cwnOY u w` ro u "v[.c'� h olemB p NraugH MP YELLOW <darTe dPla. s � p wAli ciw,s �/ � �� wml:[s M /att rRC—rSiUAHHsP� T e� C j \ / C NORTH , T-eao-.-pN,q`"W4Ve1F. Tow' G 1 v G AMERICAN "`'"°e"'"`"" GREEN CHANNEL PROTECTION SLANKIFT DITAII DEC 2 9 200k City Of So- BudingtOr DATE RPASpI( g1 C" PIZZA GALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 PROJECT RU MOUNTAIN VIEW OFFICE PARK LOT 5 SITE DEVELOPMENT Muslm STONE ,RARING LIRE SITE & EROSION CONTROL DETA, ♦s' E 'A �A Solvay kde IVo 7201 W Dl* - Donald L. hamlin JIS Consulting fk JPKRO �L °N D dw � L'npneers, Inc nNRN ON- WEa1Mp Y ENOTA- UNNOERORWMD MAPKMO �� a Arramm EW.L. uNlENm oNn M r2 soaY rpNrsN aAa. NVAIEO WIEMK NO LWOER MM p n • COWACT= N IY lFR ro A FN_ CawACT w A vIN4 i 9tt R wa OE Mf ooNNtt a wf ° . ANWI,N Mr ENYTV USINO M STANOARO vaOCiq TEST, pxr odptt V PRWroR . i AaalNOMc ro M1Y ape TO - m ASM Oew 1II r . Is, aiauun varsrrNM roAN ° ° Mid ON +WR s°Ao�m. ENnu N9� WC/A�frlA�ir-\ e«fIK`.Q CMIID 1011 N M N.wS rq1 .MEAL CN1NO rO1N MSIAAiION. I /�" v+c-lmpNNc ro r ANTE vvc nvE-�� -ausNEo srac TYPICAL TRENCH DETAI PV RAM- SEWER N,f INNEOUMD N OCTECTAeIE UNa Teul�i ON I/rRam EWR�CE T [IIGVAND MAIETYK 'arts NO 5[LEO _ JlK ACI N TOA CO«PA - AY OFNpiv .E irANDARO rROClOR VA4 M S XMgINa ro ASM pew ^ ° • � a rzsr, n •. r•3 NCMpN,ELY� MU ro WOOM ARu lErN E.uoNorr a NWuna NON: a Y r -. \aNum roR ss rvc rrE TYPICAL TR N H D TAI EDPE AND SDR 35 PV STM SFWT R «Ts O TO ASM Dwe fm ranTNNaE row [ TIT UTlINS CACN 1-N Ts STAGCfAfD. MSTALL 9 IaN M M BANS cNUAIo roR erslAAnaN, of eEDDpa TO r •wvE p) ewe TRnNa acss-cauxmr NNM IRFNa •QED 'MK •P .- YATE1eK/LINNLWE r e 1RdaE5 IN- INET -A VANOA , MION 10 MY PEINfOHNEL dNNNO A Mdal. .A-. A p• RYJp N54AMN s E MSTALL WfpnrR wN N 00- OM NOT E Y•MTAwFD, PFR SPEOYrwTaNS 1 ALL DaIT Mal YAlFMNf SNNL HAVE NO LESS 1NAN iMRfE (3) m1A55 kEDCES NSTNIED AT EACH JOMT. ♦ KL SN Na rArzNst =All NO ILLY THAN TAT (x) MASS aD4E5 MSTKtID AT Gal I. MW 4 -T RESIRAeNR rM TrsT-aT NUN fNlAll E ELA aR pal•, Np Aw«NOvro EOUK cRv nuO TYPICAL TR N H DETAII DUCTII E IR N WATERIINE NR JY21QAL CLEAN OUT DETAIL s do c•v rM r e•u vK1f KK p SET ro QAOE x) sH• Roos euu Nu—) ALL nrNas ME ro NA•E r sEALML vEa-LIw• rErANM WAxas y o EWK aArz VKrz W MrROAED EWK i WON— AWT •Nwm TZ � N4 k rWWATW - � OVC IIIO YANK YAN lY OTIMS (ttPIUL) MIIUSr � 3/p' aNrmlm sraNE eEmMc / luuDfNc �s.aW vY caN EnN. 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IA QUIT pp'3E-L1.1141 i E3s 2 3-, -6p TIE g31 E 3 � E C 6 0 EE ee rr §e=tlsy-rgP 9?Eo5 a�3P MAN ;orb t 55 y rg� 6_ Y y 3�Eh g9 S10. ga �1.tjah M ng$g E� ]it's �'�$"d�`a bE� s"§ $gxg§ �as�kEEpgk yy- 9 �e5_yygyPS5�- •og YY�ai Erg g��2aE �� i88E�h:�EC ES� s Ipk� TOM M ES�yy F 3k=Yri38 ilk a d a ¢¢ +s g s - Y SRI 191 E3 �ydP 8 Y- Ss I$ PTxf3+XE��_•E ME i eE P3f ug�1 3 1111t' biiE€Px Y oh g3 � 1ycE b F 9 x F E- E��Y 3Y � yyF5 y6 s E§ pyEP p� P S L§ yd S Ysit E E Wh 3 h ag.._ 3. rre Is x3B g E'EJ A 3 d gg FAY 6 f° 1 a 1 � gY �� 8 yy Q6 6EYe gP 3 ggY � F sE �s tE o41 a R 8VS � �Y3 E� Eh w 3g _i..F R6 h §c k € 'h gig us'Y E_ ?dE x gad a3 A,! �§ � � tltIi �}a} a���{ 3EPpE3 f sg� g3P p 9qj Y5-f g gs� YE9a� z� ?E'a�a? wi f 313? 132yy 9F fY• cg63wY 337 IF E9I� a3 F3 yF kr3?r y�� Eh t" pcs6'a in! Ygp 9v M Ills � $ Y- 3ya 9 §gig :y 0 1 yb1: yS -g S if it g. 3g$g SgN� f III h C? e�v3 =� tst° 3c� 3a.N ° s § 6• r3 ��_�•.._ � S�_e � � dg6 �� 6�g g§ a h x- all rsa g b a �b�g • ' „ x3 aRR�$I, IV* 6 x<1 b EER9 10 All!1 §11 G- Ws 6I- rf cfi 335 g f 1IN 1jE Q1 �oyRS �' Nil �3gt�� 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 12" X 1 1/2' NYLON/COTTON WEAVE — TIES WITH 3/4" GROMMETS 1/8' 7 X 7 STEEL CABLE FASTENED W/ (2) ZINC PLATED CABLE CLAMPS. COVER GUYS WIT OF 31W DIA. SLIP PLASTIC TUBING. TURNBUCKLE, EYE & EYE, ZINC PLATED, 10 5/8" OPEN LENGTH, 3/8- THREAD DIA. INSTALL W/ TURNBUCKLE IN OPEN POSITION. TEMPORARY WATERING BASIN (3) DUCKBILL TYPE ANCHORS BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. UNDISTURBED GRADE: ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE 1s `la see specs- 2-3 TIMES t00T BALL — TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. — 2" WELL COMPOSTED BARK MULCH — CUT AND REMOVE BURLAP FROM ROOTBALL — PLANT MIX "3 PARTS NATIVE SOIL .1 PART WELL COMPOSTED COW MANURE FINISH GRADE EVERGREEN PLANTING h SCALE 1/4-= V-0" p—evertree.dwg PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN SPAOMO'P NIiYBER Of ROW'A' PIANiSIBO. ET, S O.n 51w aw 1 O c. 11 sr o-07 w0c 3170' 0.12 w0c 2e 00 o.1e w0c Za.% Ode NOTE OUANTliI' Of SHNU95 AND SeACIIIG AS NOTFD IN PUNTING WC DAF. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE � SHRUB PLANTING SCALE: 112" = 1'-0- 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 NYLON WEBBING FASTEN WIRE BELOW POINT OFF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 '" HARDWOOD STAKES. ALIG STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND. RE DETAIL E/1-2.0 ALL STAKES TO BE CONSISTENT. TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX +'a W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. 2' WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX - 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN Q TREE PLANTING 1..) SCALE 1/4' = 1'-0' Tree Plnnting.dwg ALIGN STAKES PARALLEL W/ ROAD OR WALKS 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 *121r 3" CALIPER TREES ORLARGER - ALIGN 2 STAKES PARALLEL OO W/ ROAD OR WALKS EDGE OF WALK OR CURB C. TREE GUYING ( TREE STAKING LAYOUT NO SCALE P IT P 0 MOUNTAIN VIEW BUSINESS PARK LOT 5 South Burlington, Vermont 131 C H U R C H S T R E E T B UeLIN G T DN, VT 0 S401 TFL 902.86Z0098 FAX 802.66S2440 WWW.SEGkp.COM PG pizzagalli P r' •+ P• I i 1 , 41. Developer 50 ,by Drive Sauer e+ali vO VT 05407 802.651.1315 Num Sale: AS NOTED Date: 11.07.06 D.— %: MKW Checked By: MKW Revisions: + nee w.+".e•roPi.nwp eN� tztx al."e• rwa oe r,.P. mw�•o rrr. Ik•o um Da Tiee PLANTING DETAILS Sheep NumSer: LA-200 Pr*d Number: 06260 FBe: L2.0 • PI-tmg D—ils.dAg No Text SE GROUP 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Mountain View Business Park - Lot 5 Drawing Referenced: LA-100 - Planting Plan Date Prepared: December 22nd, 2006 Date of Prices: Fall 2006 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Shadblow Serviceberry 22 EA. $425.00 $9,350.00 2 1/2-3" Cal. AO Italian Alder 71 EA. $475.00 $3,325.00 2 1/2-3" Cal. AR Armstrong Red Maple 20 EA. $400.00 $8,000.00 2 1/2-3" Cal. GT Shademaster Hone locust 8 EA. $450.00 $3,600.00 2 1/2-3" Cal. PC Bradford Callery Pear 20 EA. $450.00 $9,000.00 2 1/2-3" Cal. PGa White Spruce 8 EA. $350.00 $2,800.00 6-8' PGb White Spruce 4 EA. $400.00 1 $1,600.00 8-10' Sub -Total: $37,675.00 SHRUBS CS Red Osier Dogwood 13 EA. $30.00 $390.00 3 Gal. EA Compact Burning Bush 108 EA. $65.00 $7,020.00 24-30" IV Illex'Red Sprite' 16 EA. $45.00 $720.00 24-30" IJ Illex 'Jim Dandy' S EA. $40.00 $200.00 24-30" TO Dark American Arborvitae 17 EA. $65.00 51,105.00 5-6' Sub -Total: $9,435.00 MISC. Landscape Berm Construction 1 EA. $2,500.00 Pond Construction I EA. $5,000.00 Entry Sign PI ting 1 EA. $750.00 Sub -Total: $8,250.00 Total: $55,360.00 V Z New imprr' ^d photomet erformance You'll see double-digit increases in street side efficiency with the redesigned reflector and repositioned lamp in the AC Series. This compact forward -throw reflector has a main beam of 60'+from vertical (30` from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. H Three Sizes: 12' square x 5' deep (305 x 127 mm) 16' square x 6.5' deep (406 x 165 mm) (� 22' square x 9.25' deep (559 x 235 mm) ..J OLD Candlepower distribution curve of 40OW MH 16' Area Cutoff Light OLD 3 N4 183 I22 61 0, &1 1 183 2" 3n Isofootcandle plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting height, O'tilt above horizontal, with backlight shield removed. NEW Candlepower distribution curve of 40OW MH 16' Area Cutoff Light. NEW 0`Me'd R1\11� VINIZ A ERXIII'l���JliTi11N X5 24.4 183 122 61 0. &1 122 183 N4 M0 Isofootcandle plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting height, 0' tilt above horizontal, with backlight shield removed. 4IllNE30?q%Qrder -Information Housing Wattage/ Catalog Mounting Code Size (sq.)Lamp Number (Insert Code at' in Catalog f) 12' 15OWPSMH MAC'615-M 1=1-112' Close Pole Mount 16' 32OW PSMH AC'632-M 2 = 6' Extended Pole Mount 22' 75OW PSMH AC'675-M 3 = 2' Adjustable Fitter 12' 5OW MH MAC'405-D 4 = Yoke Mount 12' 7OW MH MAC`407-D 6 =1/2' Adjustable Fitter 12' 10OW MH MAC'410-D (12' housing only) 12' 175W MH MAC'417-M K = Round Tube Off-Genter 16' 175W MH AC'417-M Tenon Mount (16' housing only) 16, 25OW MH AC_425-M (For 2-3/8' or 3' O.D.) 16' 40UW MH AC`440-M M = Round Tube Off -Center 22' m 1000W MH AC-499-M Direct Mount (16' housing only) 12' 35W HPS MAC'503-1 (Direct Fitter for 4' sq. pote) 12' 5OW HPS MAC"505-D W = Wall Mount 17 7OW HPS MAC'507-M (Backlight Shield is standard) 12' 10OW HPS MAC'510-M 8 = Without Mounting (hardware) 12' 15OW HPS MAC•515-M 16' 25OW HPS AC'525-M NOTE: When using multiple 22' sq. 16' 40OW HPS AC'540-M housings at 90' configuration, a special 12' arm is required; see page 150. Other lamp wattages available- consult factory T Reduced envelope lamp. FD28 for 32OW PSMH and 40OW MH; BT37 for 1000W MH. Options: (Factory -installed) Change Add After Description Suffix To Suffix 2T7V Reactor Ballast (PsMH.nh) 27 120V Reactor ballast (50-150W HPS 12' housing only) 1 480V ballast (320W PSMH, 175-IOWW MH d 70A00W HPS ordy) 5 34TV ballast (50W HPS only) (Canada only) 6 Quad -volt ballast (50-100W MH only) M Tri-volt ballast (32OW PSMH, T 50-1000W MH & 70-40OW HPS only) (Canada only) Single Fuse (277V Reactor, 120V, 277V or 347V) 27,1, 2 or 6 F Dual Fuse (208V, 240V or 48OV) 3,4o(5 F Quartz Standby (delay -relay type) (inciudes 100W 0 lamp) (Na 2TN Readxu) 0 Button Photocell (Factory -installed with all mountings other than 2' Adjustable Fitter) NOTE: n/a on 1000W w/12OV; all 480V 27,1, 2, 3, 4 or 6 P Eternal Photocell (Factory -installed) (Page 133) For fixtures w/1000W,120V i P For fixtures w/480V 5 P Accessories: (Field -installed) 12" housing 16" housing 22" housing Wire Guard FWG-12 FWG-16 FWG-22 Backlight Shield SBL-12 SBL-16 SBL-22 (standard on AC Series Wall Mount) Button Photocell (Fi.*ft lied m ftKV * 2• A*st" nor) Catalog f For fixtures w/120V (n/a on 1000W) PC-1 For fixtures w208, 240 or 27TV PG-2 For fixtures w/347V PC"6 Mountings ......... ........................................ .... Page 116 Catalog Number Logic/Voltage Suffix Key ........................... Page 115 Optical Systems...........................................Pages 105-107 Accessories . ..............................................Page 133 Mounting Alternatives ...................................... Pages150-151 Mounting Brackets.........................................Pages 152-153 Poles .................................................... Pages 154-157 Id E8 Series 1 (shown with Bronze Shroud option) Up/Down1 1 Shielded E5 Series E8 Series Up/Down Cutoff Deep Shielded The optics provide controlled uptight Front brightness shielding without and downlight with side cutoff. The E5 sacrificing wide light distribution. The Series optics are also available for E8 works ideally over entrances. vertical mounting, add suffix W to catalog number. NOTE: 50-watt MH with suffix'G' is supplied with a glass insert to allow operation in the wall -mounted position. Candlepower Distribution Curve of 50W HPS E5 Up/Down Cutoff Light. i s FE M 0 oawKe M unrc. a Mwntig �r Isofootcandle plot of one 5OW HPS E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). Candlepower Distribution Curve of 70W HPS E8 Deep Shielded Light. � 1 2 az 3 - r o 1 2 ua1 m unra a Mau W mot Isofootcandle plot of one 70W HPS E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view). 2.25' h 4.2' I 164 mm (57 mm) 07mm ( ) 8.5' (216 in \/- 10.o- - 6o' 1--(254 mm) (152mm) For 70W and 10OW HPS with quad -von or tri-von, and all MH fixtures, the housing depth is 3' (76 mm, and the ) overall fixture depth is 7.2' 183 mm). SedmOrder Wattage/ .atalog Information Mounting Description Lamp Type Number Position Up/Down Cutoff 50W MH E5405-DG Wail 35W HPS E5503-1 Any 50W HIPS E5505-1 Any Deep Shielded 50W MH E8405-0 Wall Downlight only 70W MH E8407-D Wall Downlight only 35W HPS E8503-1 Any 5OW HPS E8505-1 Any 70W HPS E8507-1 Wall Downlight only 10OW HPS E8510-1 Wall Downlight only NOTE: Suffix'G' indicates glass insert is supplied. Options: (Factory -Installed) Change Add After Description Suffix To Suffix Single -volt ballast (277V, 208V or 24OV) 2, 3 or 4 (35-50W HPS only) Quad -volt ballast (70-10OW HPS only) M Quad -volt ballast (50-70W MH) M 34TV ballast (50W HPS only) 6 Tri-volt ballast (50 & 7OW MH only) (Canada only) T Tri-volt ballast (70 & 10OW HPS only) (Canada only) T Photocell (120V, 27N, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not available on 10OW HPS) GS High Power Factor ballast H Tamperproof Lens Fasteners J Vertical Mounting (E5 Series only) NOTE: Not available when both hpf and photocell supplied R Polycarbonale Lens V Accessories: (Field -installed) Description Sudace Mounting Box Catalog Number ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Screwdriver TPS-1 Catalog Number Logic/Voltage Suffix Key Bollard Panel ................................................... Accessories ....................................................Page ............................ Page 11 Page 31 39 E5 Series Mounting Multipliers E8 Series Mounting Multipliers Height Multiplier Height Multiplier 7' (2.1 m) 2.04 8' (2.4 m) 3.52 8' (2.4 m) 1.56 10' (3.0 m) 2.25 9' (2.7 m) 1.23 12' (3.7 m) 1.56 10' (3.0 m) 1.00 15' (4.6 m) 1.00 12' (3.7 m) 0.69 20' (6.1 m) 0.56 15' (4.6 m) 0A4 25' (7.6 m) 0.36 20' (6.1 m) 0.25 The E5 Series photometric data was developed in testing Ruud fixtures with clear, 5OW HPS 4,000 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 5OW MH 0.85 35W HPS 0.56 The E Series photometric data in this section was developed in testing Ruud fixtures with clear, 70W HIPS 6,400 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 5OW MH 0.53 70W MH 0.86 35W HPS 0.35 5OW HIPS 0.63 100W HPS 1.48 Lamp Included! Construction Unlike other bollards, this unique design positions the lens on the top of the fixture. The clear lens is sturdy injection - molded acrylic (HC) or polycarbonate (HCD and HCF). It attaches to the housing with an overlapping die-cast aluminum retainer ring. For quick relamping, only four flush -mounted, stainless -steel fasteners need to be removed from the base. Two silicone lens seals prevent moisture from entering the tens. Optional decorative Dome Top or Extended Flat Top styles also are available. The housing is an aluminum extrusion that is standard with our exclusive DeltaGuard® finish, featuring an E-coat epoxy primer with bronze ultra -durable powder topcoat. Consult factory for availability of other finish colors. The housing fastens to a cast -aluminum base with four supplied 1/4-20 flat -head, stainless -steel screws. Within the (lousing, a formed and channeled heavy -gauge steel frame supports the electrical components and reflector. A double -lip silicone seal at the top of the reflector and a sealed lamp socket prevent insects, dirt and moisture from entering the optical system. Ballast A high -power -factor ballast is standard. The 13-watt fluorescent and 35-watt HPS bollards are standard with a 120-volt ballast and are available with an optional 277-volt ballast.100W HPS is standard with a quad -volt ballast (120/208/240/277). All other wattages are standard with a dual -volt ballast (120/2M, in Canada, on 50-waft MH and all 70- and 100-watt fixtures, a tri- volt (120277/347V) ballast is supplied). In the U.S., additional quad -volt (120/208/240/277V) ballast option for 50-to-100-waft MH and 70-waft HPS bollard is available. Lamps 13-waft quad -tube compact fluorescent; 50, 70,1 DOW MH; 35, 50, 70 and 100W HPS. Installation The entire extrusion and lens can be removed from the base as one assembly. The base is secured to a concrete footing using three 3/8' x 6' steel anchor bolts supplied. We suggest installation in a 2' deep x 12' diameter poured base, unless soil type and frost line in your area dictate a deeper base. A 3-inch diameter conduit opening is provided in the base for ease of wiring. Performance The exclusive optical system of the clear lens HC Series produces twice the light output of most competitive products. A 70' main beam provides uniform distribution with low brightness at spacings up to 40 feet. While only 36 inches high, the HC Series achieves a light center slightly less than 3 feet. (Other bollards need 42 inches of height to accomplish this.) Labels The Round Bollard is UL Listed in the U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. Order _HC SMes Wattage/ Catalog Nu. ., Lamp Type Standard i i Catalog Number Dome Top Extended Flat Top Clear Lens 50W MH HC405-D HCD405-D HCF405 D 70W MH HC407-D HCD407-D HOF407-D 100W MH HC410-D HCD410-D HCF410-D 35W HPS HC503-1 HCD503-1 HCF503-1 SOW HPS HC505-0 HCD505-0 HCF505-D 70W HPS HC507-M HCD507-M HCF507-M 100W HPS HC510-M HCD510-M HCF510-M 13W Fluorescent HC213-1 HCD213-1 HCF213-1 Options: (Factory -installed) Description 277V ballast (fluorescent only) Change Suffix To 2 Add After Suffix Ouad-volt ballast (50-100W MH) M Tri-volt ballast (50-100W MH) (Canada only) T Tri-volt ballast (70 b 100W HPS only) (Canada only) T 34TV ballast (50W HPS only) 6 Single Fuse (120V, 277V or 347V) 1, 2 or 6 F Dual Fuse (208V or 240V) 3 or 4 F Photocell (120V, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P 180' Shielded Clear Lens A Tamperproof Lens Fasteners J Polycarbonate Lens (HC Series only) v Accessories: Description Louver (Field -installed) Catalog if HCL Tamperproof Screwdriver TPS-1 Catalog Number LogicNoltage Suffix Key ............................ Accessories ........................ ...........................Page Page 11 39 180' Shielded Clear Lens option Dome Top with Clear Lens (HCD) Louver accessory (HCL) Extended Flat Top with Clear Lens (HCF) 37 r n Z n * ` W W W.5 C V C11U.ay b V L.l U111 Ici1cx on classineasl . weir in winter es w/4 studded her interior, new r5 K. Asking only 598-9180. C '96 Hatch - black. $1200. NDA CIVIC 2005 4- 26 K, 4 new snows heels & 4 all -season .toys, excellent condi- metallic. $18,900/OBO. l400. IOW TIRES W/RIMS Four ignagrip snow tires w/rims. From Subaru Impreza. )BO. 802-598-5267. RMANCE EXAUST Dyno- atalytic converter, Walker mance muffler. New still in 2 3/8 - 2 1/4 pipe. Paid Sell for $90. Jeremy at i9-6271. E BUY MY TRUCK! 1998 1500 4WD, long -bed w/ auto, A/C, cruise, cassette on!) RUNS GREAT! MUST IMMEDIATELY! $5200/OBO. )07. HEVY PRIZM 2001 Great on 6 K. 5-speed. AC, AM/FM/ r starter. 1 owner. Comes w/ set of Nokia snows. $4250. ina, 802 734-3846. r 1996 INFINITI I30T to sell, below book. 150 K, �d, power everything, well wined, 20 mph in town, set rated BLizzak snows. Asking CaLL862-4450. CROSS COUNTRY 2002 ent condition. AWD. Navy Leather interior. Incredible features. Power windows cats. CD/ cassette. Heated AC. Manual and auto trans- ,n. 53 K. Asking $18,500/ Call Dan or Callie, 802-860- catUefortin@hotmaiL.com. the Water ------------------- Little red sailboat. Sleeps ) horse outboard, jib, main )in incl. 802-498-4634. 0 120 KAYAK 10' long, large it and storage. Excellent -ion. No scratches. Best of- )2-355-2817. Bands/ Musicians ----------------------- COWGIRL? DO YOU SING AND.. ...play guitar? Bassist/harmony vocalist looking for a pard'ner to cover Patsy, Kitty, Tammy, Cindy Walker... Seeking right match for open-mic and small gigs. Sup- portive, no -pressure, emphasis on fun. Bill, 802-373-4568. DISC JOCKEY AND Classical gui- tarist. Experience and elegance for your wedding and reception. Hann Hill, 802-922-6425. EXPLOSIVE FRIDAY NIGHT DJ Raul is playing at the Green Room, 01- 19, 10 p.m. up. No cover charge. GUITARIST/VOCALIST WANTED Prof., working function band is seeking experienced guitarist/ vocalist to join established rock/ dance band. Please contact Brian at 802-309-1010. JOHNNY AZER, SOLO ARTIST www.myspace.com/johnnyazer, (performed on Kimmel) looking for "David Gilmore/Edge" guitars, "Rick Whiteman" keys and "teddy Lee" bass to form intense, prog rock, top 40 band. 863-563.0. NEW BAND WANTED Formally of .PRISM. Lead guitar, lead vocals. 658-6075, 999-1410, Frank. VERSATILE ELECTRIC BASSIST For short/long-term projects, studio sessions, lessons, or just filling in. Can and will dive into just about anything. Live in Mont- peLier. 371-7674. For Sale ----------------------- CASIO CTK - 631 Electric piano w/memory and touch response and Ultra stand. $200/OBO_. 802-859-0901. CELLO FOR SALE Full size Doetsch, beautiful instrument. $2500/firm. 802-899-2981. FENDER GUITAR AMP Ask for Steve, 244-8998. HALF -STACK Peavey 5150 head 120 watts, $500. Marshall jcm 900 lead-1960 4x12 cab, $450. Call Jim at 310-9299. ers. Puzzles on page 39a. onu sun Dun BUD mollNun Dun oan HIGHWAY ONE STRAT Fender Lace -sensor pickups. Rosewood fretboard. American made. 3- tone sunburst. Hard case. Mint. $650. 802-279-2004. KEYBOARD AMP (STEREO) Mo- tian sound kp-200s 3D stero amp. Visit www.motian-sound.com for details. Excellent conditon asking $600, over $900 new. Located in Winooski. Call 279-8859 for more info. PEAVEY XXL HEAD AND CAB 100 watt head, 3 channel. Cab is 300 watt 4X12 w/a few small scratch- es. $500, flexible. LoserVideo5@ aol.com, 802-922-3196, leave a message for Chris. TOCA CONGA W/ STAND 11" red Toca Conga w/Gibraltar adjustable conga stand. Some scratches on finish, otherwise plays wonder- fully. $150. 802-343-2579. ---------------- Instruction ------- ---- --- - ANDY'S MOUNTAIN MUSIC Afford- able and accessible instruction in guitar, banjo, mandolin, kids' Les- sons, "Bluegrass 101" workshops and more. References, home vis- its offered! Andy Greene, (802) 658-2462; guitboy75@hotmaiL. com. www.andysmountainmusic. com DRUM LESSONS Energetic, pro- fessionaL drummer seeks students of all abilities for drum lessons. About me: 27 yrs. old, 19 yrs. playing experience, Bachelor's Degree in Jazz/Commercial Mu- sic, extensive touring experience, in US and Europe. A real working drummer offering a customized curriculum, competitive rates and real results! I'll even come to you, so can learn on your own drums. Refs. avail. Contact Steve@ste vehadeka.com or call anytime 802-658-6205. GUITAR INSTRUCTION Berklee graduate w/classical background offers lessons in guitar, theory, and ear training. Individualized, step-by-step approach. I enjoy teaching all ages/styles/Levels. Rick Belford 864-7195, www.rick belford.com. GUITAR INSTRUCTION All styles/ levels. Emphasis on developing strong technique, thorough mu- sicianship, personal style. Paul AsbeLL (Unknown Blues Band, Kilimanjaro, UVM and Middlebury College Faculty) 862-7696, www. paulasbelLcom. GUITAR INSTRUCTION Guitar Les- sons structured to your personal goals! Learn what YOU want to learn. Call Dave Diamond (Grippo Funk Band) at 802-734-2032 for schedule and rates. ©aon©o oa© ©©a© oo©©o ammmmB aoo Bono OEM= noBaoo ©©© M©no aM©B© mom Mono©©a ©no oon Boo©o©oBoo©o©oo©oM©° MDOBM ©n© B©a.man 00m n©0000©©o MEMO ©ooao OBOnE aMBE6 ©MB ©° M MEMO ©on© 00© ©UB©©o0B a©©©°0°0 BOB MOMM MUMM am oa©am ao© ©ooa© ©o©©© ©o©© a©onoaBnn o00 Mmm na© Mao a©©M: MMMMMB BMMDO©Ba© a0Ma00©B OEM Mao ©®nOMBM 00a M006© am= MBB n®no©© MMnMB Bonn n0© onoon© Mamma ©BD© ©m© Manage MUSIC LESSONS P'"'Atrombone, improvisation, thE._ ,, composi- tion. All styles welcome - work on whatever music you're into. An- drew Moroz (Trey Anastasio Band, UVM faculty) 802-999-4186, amoroz2220@yahoo.com. PIANO/IMPROV Teaching Artist (Flynn Theater, St. Michael's Col- lege, CCV) - currently accepting Limited number of motivated stu- dents for private study. Lessons are highly personal and creative. 279-8859. ------------------- Studio/ Rehearsal ----------------------- DIAMOND STUDIO RECORDINGS Record and produce your own ma- terial! We specialize in bands/solo perfomers as well as audio AND video podcasts. Call Dave at 802- 734=2032 for rate information. EMP STUDIOS- World class studio, economy class rates. $45/hour evenings. Special low weekend rates too! Check out myspace. com/eganmedia or eganmedia. com:'655-1886. LP TO CD Preserve unique au- dio recordings with a CD custom burned from your LPs, cassettes, reel to reel tapes or 78s. Call Ki- eron Oigital Labs, 802-865-3417. Auditions/ Casting ADULT ENTERTAINMENT Pro- ducer looking for new female talent for future productions. 802-862-1377. FEMALE MODELS WANTED for art and fashion projects in Burling- ton. Excellent opportunity for be- ginners, free portfolio. CaLL Dave at 373-1912, email - dave@daver- usselLorg, Website - http://www. daverussetLorg PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, February 6, 2007 at 7:30 P.M. to consider the following: 1. Final plat application-#SD- 06-107 of Joseph & Susan Mack to amend a previously approved four (4) lot subdivision. The amendment consists of modify- ing the location of the driveway, the sewer- pump station and the stormwater detention area on lot #4, Westview Drive. 2. Application #VR-06-02 of John Stephen & Elizabeth Caftisch for re -approval of a variance from Section 3.06, Setbacks and Buf- fers, of the South Burlington Land Development Regulations. Request is for permission to allow a retain- ing wall (accessory structure) to extend to the north side of the property line thereby projecting five (5) feet into the setback requirement, 107 Central Avenue. 3. Application #VR-06-03 of John Stephen & Elizabeth Caftisch for re -approval of a variance from Section 3.06, Setbacks and Buf- fers, of the South Burlington Land Development Regulations. Request is for permission to allow a retain- ing wall (accessory structure) to extend to either side property line thereby projecting five (5) feet into each setback requirement, 105 Central Avenue. 4. Final plat application #SD-06- 108 of Pizzagalli Properties, LLC for a planned unit development to construct a 58,400 sq. ft. building consisting of 29,200 sq. ft. of general office use and 29,200 sq. ft. of medical office use, 194 Tilley Drive. 5. Final plat application #SD-07- 03 of Homestead Design, Inc. to amend a previously approved planned unit development consist- ing of 89 multi -family units in 24 buildings. The amendment consists of replacing a six (6) unit multi- family building (Unit A) with three (3) two-family dwellings, Songbird Road. 6. Final plat application #SD-07- 04 of Patrick. Malone for a planned unit development consisting of: 1) converting an existing 18,327 sq. ft. building from auto sales & ser- vice to retail food establishment use and 2) construciing a 15,406 sq..ft. gfa addition (including 5,071 sq. ft. of 'mezzanine space) for retail food establishment use and 1760 sq. ftof short-order restaurant use for a total GFA of 33,733 sq. ft., 222 Dorset Street. 7. Preliminary plat application #SD-07-06 and final plat ap- plication #SD-07-07 of Antonio B. Pomerleau, LLC to amend a previously approved planned unit development consisting of a 76,630 sq. ft. shopping center, drive through bank, and a 106 room hotel. The amendment con- sists of subdividing the property into two (2) lots, Williston Road and Hinesburg Road. John Dinktage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hatt. January 17, 2007 REQUEST FOR PROPOSALS COMMUNITY BOATHOUSE SNACK BAR AND FUNCTION ROOM MANAGEMENT The City of Burlington Depart- ment of Parks and Recreation is soliciting proposals from interested vendors for a service contractto provide management of the Department's function room at the Community Boathouse, to operate the cafe/snack bar at the Boathouse, and to operate a food and beverage catering business from the. Boathouse under an agreement containing mutually satisfactory terms and conditions. For proposal information call 865-7247. Proposals are due by 2:00 pm on Thursday, February 15, 2007. No late proposals accepted. STATE OF VERMONT DISTRICT OF CHITTENDEN,SS. PROBATE COURT DOCKET NO. 31758 IN RE THE ESTATE OF MARJORIE F. MACIA LATE OF SHELBURNE, VERMONT NOTICE TO CREDITORS To the creditors of the estate of Marjorie F. Macia late of Shel- burne, Vermont. sim I STATE OF VERMONT AGENCY OF NATURAL RESOURCES "- Department of Environmental Conservation -"' Water Quality Division .. 111 West Street Department of Fish and Wildlife Essex Jct., VT 05452 Department of Forests, Parks & Recreation Department of Environmental Conservation January 19, 2007 Robert Bouchard Pizzagalli Properties, LLC P.O. Box 2009 50 Joy Drive South Burlington, VT 05407 FAX 802.879.3871 TEL 802.879.5650 e-mad. Julie foley@ state. Aus Subiect: Mountain View Office Park —Lot 5, S. Burlington, Project # 2003-056 Dear Mr. Bouchard: You, I and Jeffrey Kershner met at my office and visited the above mentioned site on November 30, 2006 to discuss a proposal to construct an office building. The site contains both Class II and Class III wetlands. On September 16, 2004 this office issued Conditional Use Determination (CUD) # 2003-056 for the subdivision of lots, road construction and utility installation. Any activity that. impacts a Class II wetland, or its associated 50-foot buffer zone, other than allowed uses specified in §6.2 of the Wetland Rules, requires a Conditional Use Determination (CUD) from the Agency of Natural Resources (Vermont Wetland Rules, §6.3 and 8). According to §8.5 of the Vermont Wetland Rules, a CUD can only be issued if it is determined that the use will have no undue adverse impact on protected functions, unless such impacts are mitigated. Mitigation measures include avoidance and minimization of wetland impacts. The proposed office building development has parking area and fill slope within the 50- foot buffer zone of the Class II wetlands. Please explore the possibility of relocating parking spaces and/or reducing the project footprint as avoidance and minimization measures. The previous CUD stated that no further Class II impacts would be required for development of the lots. This office is concerned about cumulative impacts at the site. Consider your needs on this site, and other, undeveloped lots. I am not likely to approve additional impacts beyond this proposal. The project as proposed would require a CUD amendment from our office. If you decide to pursue this option, I will need the application fee plus impact fees, project narrative, site plans, and a determination of impacts on functions and values. K:\WetRJCF\Letters\Class II\2003-056TillevLaneUr.doc Please feel free to contact me if you have any additional questions or concerns. Sincerely, ItL Julie Foley District Wetland Ecologist cc: Town of South Burlington K:\Wetl\JLF\Letters\Class 11\3003-056THlevLaueLtr.doc SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 January 18, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: DRB Minutes Dear Bob: For your records, enclosed is a copy of the approved minutes from the December 5, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 5 DECEMBER 2006 l� Public Hearing: Preliminary Plat Application #SD-06-99 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 2-story, 58,400 sq. ft. general office building,194 Tilley Drive: Mr. Bouchard said they had no issues with staff comments. They will coordinate several items with the City Engineer. Mr. Dinklage noted they are providing more parking spaces than required and asked if they are needed. He suggested not paving some of the spaces unless they prove to be needed. Mr. Bouchard said they would rather not do that. They are probably going to have medical offices, and that is always a parking struggle. Ms. Quimby noted there is now parking on the street from the other building, and she didn't want to shortchange this building. Mr. Plumeau expressed concern with the looming traffic impacts with the buildout of Hinesburg Road. Ms. Quimby moved to approve Preliminary Plat Application #SD-06-99 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Final Plat Application #SD-06-102 of Bensen Development LP, to amend a planned unit development consisting of two commercial buildings (9280 sq. ft. and 3672 sq. ft) and 16 multi -family dwellings in three buildings. The amendment consists of constructing a nine unit multi -family dwelling, 5 Executive Drive (off Patchen Road): Mr. Bensen said this is a grandfathered PUD. Mr. Dinklage reminded the applicant that any change to the property will have to come to the DRB. Mr. Belair drew attention to the memo from the Public Works Director indicating that sewers will have to be built to city standard. Mr. Bensen said he is not sure what this is about. Mr. Belair said each building must have its own line. Mr. Belair also noted a letter from the Water Superintendent. Mr. Bensen said the letter is asking for a right-of-way on land he doesn't own. He will talk with the Water Department. The motion was amended to reflect this. Ms. LaRose noted this is a situation where a public road is required but the City really doesn't want one. Mr. Dinklage suggested continuing this application to deal with exact language and housekeeping items. This will give the applicant time to meet with city staff to understand all the costs, etc. -3- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 January 17, 2007 �q4 Pizzagalli Properties, LLC Bob Bouchard 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions Sincerely, 11�- P�Xql-- Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 17, 2007 VTrans, District 5 PO Box 168 Essex Junction, VT 05453 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. 9 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 17, 2007 Technology Park Associates 30 Community Drive, Suite #4 South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you wou►d like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 6, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Preliminary Plat Application #SD-o6-99 Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on December 5, 20o6 (effective 12/05/o6). Please note the conditions, including that the applicant shall submit a final plat application within 12 months of this decision, or this approval is null and void. If you have any questions, please contact me. Sincerely, V-� Betsy McIDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 3110 0004 4454 6715 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: November 28, 2006 \drb\sub\pizzagalli\prelim_lot5.doc Application received: November 13, 2006 PIZZAGALLI — LOT 5 PRELIMINARY PLAT APPLICATION #SD-06-99 enda #7 Meeti Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Donald Hamlin Consulting Engineers, Inc 136 Pearl Street Essex Junction, VT Location Map Date: December 5, 2006 Property Address 194 Tilley Drive South Burlington Property Information Tax Parcel 0860-00750 15.07 acres 10 and IHO Zonina Districts CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot5.doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development consisting of a 2-story 58,400 sq. ft. general office building, 194 Tilley Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 11, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements IO Zoning District Re uired Proposed Min. Lot Size 3 acres 15.07 acres Max. Building Coverage 30% 4.4% Max. Overall Coverage 50% 21.4% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. 4 zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department has reviewed the plans and submitted comments in a letter dated November 16, 2006. 1. The applicant shall adhere to the comments of the City of South Burlington Water Department as per the comments dated November 16, 2006. The plans shall be revised accordingly. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The applicant should obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot5.doc 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. The applicant has submitted erosion control details for the proposed development. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is shared with 192 Tilley Drive. This is a sufficient access width for general office use and a good use of shared access. Staff has not yet calculated the traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. 4. The applicant shall indicate the specific use of the building prior to final plat approval so that staff may properly address traffic generation. 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. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are encroachments proposed in the Class III wetlands and buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (recommendation attached). Staff has considered the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee and believes that the applicant has designed the site in a manner best suited to reduce impacts on the Class III wetlands and related buffers. 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. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. 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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot5.doc The open space area proposed on the subject property is the Class II wetlands located on the eastern portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. 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. 5. The South Burlington Fire Chief should review the plans for the proposed subdivision, and provide comments, prior to final plat approval. 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 subject lot is proposed to utilize a shared access from Tilley Drive. Furthermore, the applicant is proposing a connection between the subject lot and the property to the west, 192 Tilley Drive. Staff finds this connection acceptable and more appropriately located than was originally proposed as part of 192 Tilley Drive, but advises that the applicant must amend the site plan for 192 Tilley Drive as the connection as shown as part of this connection is in a different location than that which was approved for 192 Tilley Drive. 6. The site plan for 192 Tilley Drive shall be revised so that the southern connection between the properties at 192 and 194 Tilley Drive are in agreement on both plans, prior to issuance of a Certificate of Occupancy for any building at 194 Tilley Drive. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer has reviewed the preliminary plat plans and provided comments in a memo dated November 22, 2006. 7. The plans shall be revised to comply with the comments of the City Engineer per the memo dated November 22, 2006. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS 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: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot5.doc 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. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. Two new bicycle racks are shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, and based on general office use, the proposed project will require 205 parking spaces, including 7 handicapped -accessible parking spaces. The plans depict 280 parking spaces, including 8 handicapped -accessible. This is excessive of the need in accordance to the regulations; however, staff finds it appropriate to allow flexibility should the building the use of the building change to medical office which is a more intensive use, generally generating more traffic and requiring more parking. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This site is extremely difficult to assess with respect to this criterion. While the building does face Tilley Drive, it is also largely visible from Interstate 89. Overloading the parking to either side can be aesthetically displeasing. Staff and the Development Review Board discussed this theory when the applicant applied for final plat approval for 192 Tilley Drive. All seemed to agree that given the location, and the probable use of the building for medical office, that the parking layout is acceptable. The layout proposed as part of this application is nearly identical to that which was approved for the neighboring lot. Staff supports the general layout proposed in this application. 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 scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is two stories and 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB 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. 9. The applicant should submit architectural details with the final plat plans. 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, the applicant should submit architectural details with the final plat plans. 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: CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzaaalli\prelim lot5.doc 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. Staff has already addressed the issue of the connection between 192 and 194 Tilley Drive. Again, the site plans shall be revised so that both are harmonious. 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. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 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). The proposed dumpsters are shown adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. Several areas of snow storage are shown on the plans. However, staff questions whether the areas identified are too close to the new stormwater pond at the northern edge of the property. This area should be relocated. It is a small area and storage should easily be handled elsewhere. 10. The plans shall be revised to remove the snow storage area at the northern edge of the parking area. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on submitted building costs of $4,310,000, the minimum landscaping budget shall be $50,600. The applicant has submitted a proposed landscaping budget of $50,785. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot5.doc Furthermore, staff recommends that the applicant present a plan which offers more landscaping around the perimeter of the parking lot. Section 13.06(B) of the SBLDR states that at least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. There are no trees proposed along the eastern edge of the main parking lot and very few trees proposed along the southern edge. 11. The applicant should submit additional information regarding the landscaping in the interior of the proposed parking area. The plans shall also be revised to comply with the requirements of Section 13.06(B) of the Land Development Regulations regarding perimeter plantings. The South Burlington City Arborist has reviewed the plans and provided comments in a memo dated November 28, 2006 (attached). 12. The plans should be revised to adhere to the comments of the South Burlington City Arborist as per the memo dated November 28, 2006. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted an appropriate lighting point -by -point plan but has not yet submitted lighting cut -sheets showing lighting fixture details. 13. The applicant should submit lighting cut -sheets. Other 14. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. 15. The plans shall show all utility cabinets with appropriate screening. Staff recommends that the Development Review Board approve Preliminary Plat Application #SD- 06-99 subject to the numbered items included in the comments section of this report. Respectfully submitted, -Cathyar)h LaRose, Associate Planner Copy to: Robert Bouchard, applicant SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 19 SEPTEMBER 2006 Sketch Plan Application #SD-06-79 of Pizzagalla Properties, LLC, for a 58,400 sq. ft. commercial office building, 194 Tilley Drive: Mr. Bouchard said they would screen the front parking lot from the road. There will also be berming. There will be no encroachment into the Class 2 wetland; there will be encroachment into the Class 3 wetland. Mr. Belair suggested possible breaks in the curbing to allow for water flow. No other issues were raised. 11. Sketch Plan Application #SD-06-78 of Patrick Malone for a planned unit development consisting of: 1) an existing 18,327 sq. ft. automobile sales, service, and repair, 2) a 10,611 sq. ft. addition to the existing building for a total building square footage of 28, 938 sq. ft., and 3) converting the use from automobile sales, service, and repair to retail, 222 Dorset Street: Mr. DeWolf identified the property as the former Lake Buick property. Mr. Dinklage noted there is a right-of-way through the property which the city will want to maintain. Mr. DeWolf showed the location of the right-of-way. It was shown as 50 feet, but will be amended to the required 60 feet for the next submission. Ms. Hinds said it may be that the right-of-way does not go all the way to the property line. This should be worked out as soon as possible so it doesn't get mixed up with City Center permitting. The lawyers will have to get together on this. Mr. Dinklage asked about trucks going into the buffer. He suggesting and east -west alignment so there is no encroachment into the buffer. Mr. Malone said they have to get the trucks around the corner of the building. Mr. Bast, the building designer, said what is shown as trucks are actually containers fed through to the building. Trucks back up to them, not to the building. They are angled to be the least visible from the front of the building and to take up the least amount of parking. Ms. Hinds noted that the potential impact of food waste on top of water is enormous; therefore, the less impervious the better. It was noted that the building would be close to City Market in scale. Mr. Belair asked the Board to invoke Technical Review for traffic. -5- November 16, 2006 Donald L. Hamlin Consulting Eng. Inc. Mr. Jeffrey Kershner 136 Pearl Street Essex Jet. VT 05452 RE: Lot 5 Mountain View Office Park Dear Jeff: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Recent water distribution system upgrades within the City have been completed and should allow for the allocation of your water request for this project.• 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 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 #1 and the Village of Jericho, henceforth the "CWD Specification." 4. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 5. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." 6. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 7. Six-inch Ductile Iron (DI) water pipe shall have no less than two (2) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. 8. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. I J 9. Corporations shall be Mueller B-25008 or Cambridge brass. Curb stops shall be Mueller B-25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 10. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dechlorinated prior to entering any water of the state. 11. This project is at the end of a dead-end line tapped into the CWD High Service transmission main. As such it will be subject to varying amounts of water pressure, including water hammer. Therefore we strongly suggest the water line be redesigned in such a way so as to reduce the number of bends. Further, the line should be relocated so that it is not behind the proposed light poles, or at least be a minimum of ten feet away from the light poles. 12. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced CWD Specifications. The gas line, telephone line, and electric service are not shown on these plans. It is imperative that these utilities be placed no closer than four feet off either side of the water main when running parallel to it, to allow for safe excavation if needed. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 13. Separation between the water main and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced CWD Specifications. 14. 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. 15. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 16. Further review changes may be required as this project proceeds through the permit process. 17. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose Doug Brent Plan Reviews: Lot 5 Mtn View Park Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802 ) 846-4106 CITY ENGINEER'S COMMENTS MOUNTAIN VIEW BUSINESS PARK Lot # 5 Hinesburg Road November 22, 2006 1. The east side of the parking lot should have a guard rail because the drop-off is 6-8 feet. 2. Concrete sidewalk standard thickness is 5 inches, not 4 as called for on the plans. 3. Water main at thrust blocks shall be wrapped with plastic to prevent the concrete from bonding to the pipes. 4. Benchmarks shall be noted on the plans. Craig Lambert, City Arborist South Burlington Mountain View Business Park Lot 5 11/28/06 Pizzigalli Construction LA: SE Group 1. Soil tests should be taken to determine lime application rates (I wouldn't expect lime to be needed on this site but there is no way to tell without soil testing) 2. Species substitutions are recommended for maples. Maples are over planted in general in South Burlington and in particular on this site (between this site and previous phases) 3. Continuous planting pits filled with planting mix to a depth of 2 feet are recommended for trees planted in parking lot islands 4. There are a number of areas designated as snow storage areas that are also planted with trees. These are generally incompatible uses 5. Planting hole size of 2-3 times the root ball diameter should be specified on the Planting Details PIZZAGALLI PROPERTIESt LLC MOUNTAIN VIEW OFFICE PARK LOT 5 SITE DEVELOPMENT L E �Nc�Q DONALD L. 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LINE P T6110K IW E —ice UNDfR4RO1MD TELLPHCNE O 4.CC1R1GY. f1I[fIDLC -E- uNDfR4RdMD [LecTRICAl p,IIR ffOP -DN- UNDCP4RDIIND GAOL[ T[LNIlION SHEET INDEX I OVERALL SITE PLAN 2 SITE PLAN 3 EROSION PREVENTION t SEDIMENT CONTROL PLAN A LIGHTING PLAN 5 SITE t EROSION CONTROL DETAILS 6 WATER, SEWER, t DRAINAGE DETAILS 7 TECHNICAL SPECIFICATIONS 8 TECHNICAL SPECIFICATIONS 9 TECHNICAL SPECIFICATIONS NOVEMBER 2006 \, 1 THE COMRACTOR SNALL NOTIPY'DIG5AR' AT WARNING: 1 • , \ I -000-344.7233 PRIOR TO ANY EXCAVATION FATALLY TO%IC GA95E9 MAY DE PRESENT AT LOCA.YIONS NMICN MAY 5E IN The IMMEDIATE IN UNDEIGROUND PIPING 5Y5TEM5 VICINITY Cr UNDERGROUND UTILITIES. AND WASTE 5YSTEM 5TRLCnJ?f5. PIZZAGALLI WAD; '�-- VIEW PROPERTIES, LLC MTN, VIEW' OFFICE PARK LOT LOT i / 7.6G ACRES NI= WPIYNtYL 1 OP•YDC_IAL t .. ` ., \. \ , � '1 .. , . a - Rou3TRw. • as rA¢ .. _ _ � _ ..._ .. / i CLDGKALLY SQI3?M ARG VTtN-MI s2 NDT TO x p! LRGED suErER S0 E — I YIDW FQKC ARDUR) eI.fPR TdNE 1 , I j ` � ,. \ ` DUe1NG YLN•TIYICTICN •;/ _-_ .`,tT+•+�\, --1-, 1 �. � PROJECT STATISTICS 11 J or / ! ; i ' i -. w ' ' A • ''�- , 1) 1 / I (I(It (I I I I I PPAPoLcp.N t WIVE - RAGE 2- {,, i ' ' �. • ,I !11 i 1 - \� dvfY COIERAGE 0.10 OT _ .JI TOTAL COVERAGE 5.T2 21A W.0 •.. r �, I RdSTW� I I . I ! • _.'_^` •. \ \ / f. ,�,_ i �,` IOWNG D.TRKT. ROU TRIAL 4 OPEN -ACE �c�"T^LMg1D.i� AW., 1 \ •\ _ .. iwioEo Tieo �Pice3 (/� I I � t i , -.� (;-f__----'—•� _ � \' \ . �� •meµ I \. \ `j _ II v d 1 I Io 1. w e eT DONMD L- AM 1N D LTWG ENGNEER3TI0 L? RAPNIC IURVEYS PERfOW ED IN 1VS ! /, # •' !. V`\ • \ • w� 1\ , \ J'D .,`, \ 2. TILLEY DRIVE UTILT' LDTATKWS SIIOIA/ CN TNIS PLAN ARE 0—fO ON A PLAN ENTITLED ' /J • 1/�., ` MI -LEY II SUtlDIVIDION KM.DNAT PLAN YIDV' SNEET R2 DATED O5/2G/W AND WT •T REVISED 01/04tl5, PR�PAREO OT DDNALD L IIMtIN CDIISULTING ENGINEERS, INC. I • ! • -` �. 11Y-- - S. ELNATg ARE OASED QI U3G5 DATLM TAREN M)M A IENCN — AT THE NORTIWEST ! I _- .Y �r d �•l CORNER OP THE NEW INGLAND TELZP d P ERTT IOCATM KRO55 INTERSTATE di `1 1! I ( I / • 1 1 '•I (I I p MR THE TILLEY PROPERTY. SENKM RK ELEVATION HAS OBTAINED FR011 FRED ! // A �l _ E \ \ •1 / �t. _ _ '\ KDERNER, P.E., EURLWGTON, VERNQR. TN. PROPERTIES, LLC MTN. ! ( I'IVIEW OFFICE PARKII LOT As Stv) 1 V I'I Q _ '1` j 14.43 �L.RES 1 1 � III; ''•�td -._-....._- L+.•"_""..-r^'__.''w �J 1 ,` \ PROPOSED BUIL �� ." �..i�f. oiv— sw.00, 1 �1 1 `I I\. \ \ tC. .. •.� , 1PIIiZZZAGALLI PROPERTIES, VIEW OFFICE P �9TREET sP t2 �.\ 1` 11 I\ f a i • \ MCn�ulon 1 1 / 16.075RSET L 1 � '•-, s., ,:', _ i � is-• jl' ' / .. _ . 1 ! I \ �. IXYTWG am "°.� - ,.. roiaN SROOK) ' s.J 1 IXISTkIG STOR�T�_�,. '`1\ \ •1\ .. I' 09 _\INTERSTOgF E gq�YT - ` _ ; I � x �, <� • �1 � \I I .. I . _ ; �'�FyioP 7204 �1 f"L�r^+ �THB01.Iryp � �` _ �� ' I .� '• �` 'R'clsTcfi•O �',�. 50 0 50 100 150 S S _� / ` \ • �•uEs'•,; )y'4:-C C;tyO f,q 006 evhin9t0P WE Irm By ux PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 'XWECi 1111E MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS )wM 1w OVERALL SITE PLAN Y MRM/BFD &nal L Hamlin Consulting N P SOL Engineers, Inc. o,m,11 ;�rss fw,r srNnr � A THE CONfRK.TOR'..MNL W/JWING: I -0OD-344-7233 PRIOR TONOTIPI' ANY TND(CAVATIONcSAPE'nT FATALLY TOIOC GA75ES MAY DE PRG5ENT Na III- INV.. S!i pb'�y\\�,.! - I AT UDCATION5 "ICM MAY DE IN TMC IMMCpATE IN UNDERGROUND PIPING SYSTEMS VICINITY OP UNDERGROUND UTILITIES. AND WASTE SYSTEM STRUCTURES. EXISTING ` PAVEMENT ExIST1NG STORM POPb IN� ' I - _ - SMA a I5' X RO' NDPE REMOVE OOSTNG END 4 5 OAOW FT./FT. - TNRUST DL0. AND CON T •O - - ! C TD EXISTING WATER SERV [ I 1 1 A or NflN I NEW STPWR '"'w SITUMINOLMJ K \ \ c"TNG MN - .1 \ r�CONCRET! PAVEPIENT\ / RO \ 'I Na CONC. 3i `�aa.3 1a. II , 0 3 \ 1 t Aa l4E.5 ae\i E F N[W NEI I K x I' E b4E i p .9I2A 342 T WATER SERVICE '.l I. .... NW CUM \ CRICMETC P EM.^' V/ EN2� Ndl R9 NST_ INSULATION DE,WCCN \ C' WATER AND STORM SW I PI►E ,.. 1 , \\ 2' ONV..555.60 �( C•n 54l.I / SIb \ \ (TYPICAL ALL CROSSINGS) 1 _ 1 .b COME. ME. 54i t20YP i a I{' X 175' NDPE OAQSD � I CI 1 343.0 a Na DOLLARL+ \ I \ b4b.o IGIfT, TTP. ca4c_. __ _ I \ O rrr��67 .O 1 •� ED PAVEMENT , 1 1 OBOA a DIKE RACK 1 1 1 'I \ IRltl I I \ t. .._... f ENALK 11 Il I J\ Pl'J 1! l \ alm x 1 I' NOP[ L 4 I, 1 1 • ' PPobo rFr.iPT. Q .. }14.EL b 2N,.. 1 1 1 f 50 Na G011C. \ 3 A I I \ �elA. 9,DEGML3 1 I ! (p(( 1 1 Na DuNG !'IOIR4TW 4 aIGNT PIXT MI *l TYP. NEW 4C i•x 4i' •DR as Iwc PROP05ED BUILDdN2 7 / t SL.aPe o.00ib rr./FT. 29,204 S.F. 1 1 � 1 O ANSOOUTR F.F. ELEV 345.00, I . a i' /x RTL' ISM M NC fT./ 1 1 \ I, Na is, X ILw NDPE NL/ SLOPC OAON FT.WT. S;. O.00SQ FT. �_.. I + ` �' � �• INv.lase.Ro ,, '\ I ; � a1DEwALKLK EE� y 4 p\gpR lT \ \ EWRB ° •7? G�. I V I II I 1 • I •�.o 1 1\ \ 1 F17URj-m.'-.. a\ PAVEMENT , 5AWCUT EXISTING Is. x LR' HOP •I PAVEnENT 1 J DIYIALR' IS u ` I REMOVC C%ISTNG_ OD/6 ' 1 X K' ii � i. 943 ]''- I ... -• •. !�5 / % S . O fT T. L 1`.. I J � \ O -: a I6• i ei N � 1 ��W aTUMI I s f ., I / / ' . �. .. .,, ___�.♦ 6� <OlKRETe P�V[MCNT�f�„ CM �, 1 1 NCW CMR i / VA CONC. - \ DOE Na CURS x It IS! X . E OF EMI 306 i ►as 1 - \ 1 DMA '.. -Na.1N 1 SINSW" t.1 a 545.E \A 1 II J S13A .I Re TwE IS NALe'-.._ NC1110ATE �VEu5m' f I it ! C. 1 STORM\FOND R2.`. :• '` N , X , NO" 1 1 •5 Na%SCREENED 4 FENCED - \ A DUHPSTER ENCLOSURE W CHILL PAD Na TREELM/E 30 O 30 GO 90 1 MIT. 24. CXISTING STORM POND /2 pw NEW IS' INV.-33i. DRAINAC-E INFORMATION NEW STMN/I NEw CMG SEWER INFOF EXISTING M711 RIMI_: W INV 011T-5.W Ib' INV. IN-3%GO Rln-341.,0 K' INV. OUT57.W 4 I5' INV. N•. R1n.146M. G• INV N-5%t0 G' INV QIT•S%f0 K' NV. IN•!%GO N7 K' INV N • !l7.N NEW S NDN CMt NEVI SI'1N RI RIM.SM W RM.lM .* q IT NV. OUT-337.lA RIM.l12 A0 IS'NV. OUT•537.4t G' INV IN.3%GO i' INV. Ol1.390.50 12• NV. 1 .331.71 IS' IW. N-M-7 NEW CMI NG CDRb RM.34EA0 M• NV. OUT-MIAS RIM W.45 IS' NV. 0UTS%.31 1Y NV. IN.!%.20 NEW CM2 RM-itt JO INV. OUT37.14 G RIM 342. Is' NV. q!T•S,bA IS' SM.. Oj IS K' INV. IN-l37.14 NW CM3 NW CMIO RM-542.50 D' INV. OUT-333.GO R1n.342.f0 1/' NV OUT-337.57 N.55167 ]• NV. IN."141 New C3114 NEW CMII ..M.30.10 IS. INV. dIT•337.% RM wW 16' NV OUT-10 IS' NV. W.S%.20 NEW Sq� K' INV. OUT.3M.56 EXISTING STMN 24'1W.00 O° 2 4. 1NV....7 Norm 1. TOPOGRAPNT ON LOTS 4 AND b IS D M CN TQOGRAPNIC SURVEYS PERFORMED IN 2006 BY DONALD L. NAMLIN Od16ULTNG ENGINEERS, INC. 2, TILLEY DRIVE VnUTY LOCATIONS SI L N ON THIS PLAN ARE EASED ON A PLAN ENTITLED •TILLEY 11 SUSgVISNN, ROApVAY PLAN VI[W', SN[[T 4 DATED OS/E6R4 AND LAST REVISED 04AWO5, PREPARED DY p01MLD L. NAI'0.1N COIISULTING o4NelR3, INC. S. 0-ATWNS ARE SAS® ON USG-. DATUM TMCN FROM A DFICW'(ARK AT THE NORTHWEST CORNER OP THE NEW ENGLAND TELCPIKNE PROPERTY I TM ACROSS INTERSTATE M FRDn THE TILLET PROPERT'. DDIOIFWtK EL-TION WAS OOTAINED FRCM FRED KOERNER, P.E., BURLINGTON, VEW1011T, 4. ALL h TM LINE AND RELATED WORK TO HE PERPMMeD IN ACCORDANCE WITH THE • �oil,VF �3 a 6 l O SQ eU �ln�to� u"I P/ZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 PRo,Ec mil MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS DRANK 11i1F bS56•55 EV 1j', ep,, •, SITE PLAN k•P 72,0N1 W = i'cISTE�-" C $bKJ MRM/BED Ponadd L hlandin Consvdling SA 1'•30 �' �twrso� ,,, osns Drem JPNiSOL I. •'•.S'ONAL F' •, •1E111EEE/ESbb, \ IngineeTs, Inc. cf.614 paEeg !96 Afar! StneeE 2 I I,aioa � s lwceien, YornlonE TIE CONTRACTOR SMALL NOTIFY 91GSAR• AT LOB6-344-7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WMICH MAY DIE IN THE IMMEDIATE VICINITY Of UNDERGROUND UTILITIES. WARNING: FATALLY TOXIC CA55E5 MAY Be FRESENT IN UNDERGROUND FIFING SYSTEMS AND WATTS SYSTEM STROCTUFE5. F_ROSION CONTROL NOTE5: THE CONTRACT MULL IMPLEMENT EROSION CONTROL MEASURES I ENTCRDAMIOE WITH TNT! PLAN AND TOTE NEFMOINT LMNDOLYK FOR SOIL EROSION AND SEDIMENT CONTRW ON CONSTRUCTION SItFY.' THE CONTRACTOR SHALL MINIMIZE THE LIMITS AND DURATION OF DISTURBED AREAS ALL DISTURBED AREAS SHALL BE PROTECTED AND PROMPTLT STABILIZED AS SOON AS FOIMBLEI GEWRAL.LT MTNIN 4S HOURS. SLOPES SMALL SE TRACKED WITH CONSTRUCTION EWIPMENT SUCH THAT THE TRACKS CREATE GROPES PERPENDICULAR TO THE SLOPE DIRECTION. TEMPORARY STABUZATION MEASURES, SUCH AS MACH OB MATTING, SHALL BE UTILIZED MMERE FINAL GRADES NAVE NOT BEEN REACTED AND THE AREA MIL NOT Be ACTIVELT WORKED WITHIN 7 CALENDAR DAYS. WITHIN T DAIS OF THE ESTABLISMIENT OF PINK. GRADES, DISTURBED AREAS SMALL Bf TOPSOILED, SEEDED, AND MULCHED AS APPROPRIATF. ALL DISTURBED AREA! ON WE SITE SHALL BE STABILIZED PRIOR TO OCTOBER b. SEEDING AND MULCTING OPERATIONS SMALL BE COMPLETED BY SEFTEMBER IS TO ENSURE VEGETATIVE C ER PRIOR TO OCTO ER IS. ANY SOIL DIlTURBANCJ< BETWEEN OCTOBER IS AND MAY I M13T BE AUT110RDED ST TIE VT DPARTMEM OF [NVIROMMEHTAL CONSERVATION AND PERFORMED IN ACCORDANCE NEW We APPROJED WINTER CONSTRUCTION EROSION PREVENTION AND SEDIMENT CONTROL PLAN. THE OYIN[R OR AUTHORIZED REYRESONTATIVE SHALL INSPECT EROSION CONTROL DEVICES AT LEAST ONCE EVERT SEVEN CALENDAR DAYS OR WITHIN 24 HOURS AFTER ANY RAIN EVENT FMCS RESULTS IN THE DISCHAROE OF STORMS -TER RUIOFP FROM THE SITE. A WRITTEN REPORT OF ALL INSPECTIONS SMALL BE MAINTAINED AND KEPT ON -SITE AT ALL TOM.. ANY REQUIRED MAINTENANCE AND/OR REPAIR OF EROSION CONTROL MEASURES SHALL BE PERFORMED WITHIN 24 TOURS ALL TEMPORARY EROSION CONTROL DD/ICE3 SHALL REMAIN IN PLACE UNTIL VEGETATIVE C W HAS BEEN LSTABLISNfD ON We SITE IN THE APPLICABLE AREA. THE SEQUENCING OF EROSION CONTROL SHALL Be AS FOLLOWS. I. ERECT EROSION CONTROL POKING AND INSTALL APPROJFD CONSTRUCTION PENCE AT We LIMITS OF DnTUPBANCE. Z. CCNSTRUCT AND MAINTAIN We STABILIZED CONSTRUCTION ENTRANCE S. CONSTRUCT AND MAINTAIN CONSTRUCTION STAGING AREA AND TEMPORART NAIL ROADS. 4. CONSTRUCT DIVERSION AND DRAINAGE DITCHES WITH CHECK DAMS AS APPROPRIATE. {. BEGIN STRIPING AND STOCKPILING OF TOPSOIL ON WE SITE, INSTALL EROSION CONTROL PENCNG AARO ND DO "SIDE OF ALE. SEED AND M, CN PILE IF NOT TO BE ACTIVE FOE, MORE THAN 7 DAYS. i. INSTALL STORM DRAIAGE UTILITIES, INSTALL INLET AND OUTLET PROTFQTION AS APPROPRIATE. T. COMPLETE GRADING OF SITE, TOPSOIL, SEED, AND MALOI ALL AREAS TO Be SEEDED AS SOON AS CONSTRUCTION PERMTS FIRS' GRA DING We OF e AREAS. e. RID ALL weveo AREAS W " NAVE NOT GERMINATED WITHIN TWO WEEKS. DEWATERING NOTES: LATER FROM TRENCH. AND IXGVATIONS SHALL Be DISPOSED OP IN SUCH A M/•MEMHt 4 WILL NOT CAUSE INJURY TO PUBLIC NFALW NOR TO PLBLK OR PRIVATE PROPERTf, NOR TO NARK COMPLETED OR IN PPO-RESS NOR t0 SURFACE 4F HIGMWIAYS, NOR CAUSE ANY INTERFERENCE WITH THE USE OF SAME BY We RILIC. NO SILTT, BRACKISH, OR TURBID WATER FROM TRENCH. AND/OR EXCAVATIONS SHALL BE ALLOWED TO DISCHARGE DIRECTLY TO A STREAM, WETLAND• OR NATURAL DRAINAGE COURSE LEADING TO A STRW EAM. ATER MOLL BE DISCHARGED INTO FITNER A TEMPORARY SEDIMENTATION BASIN OR INTO A DEWATERING DISCHAR4E AREA APP W BY We ENGINEER. WHERE IT IS DETERMINED THAT THE DdATERING OPERATIONS CREATES OR IS LIKELY TO CREATE TURBID STREAM CONDITIONS TIE CONTRACTOR WILL SE REWIRED TO FURTHER DETAIN We TRENCH IXLLVATION WATER IN TEMPORART M"MENYAW" "I'll EMPLY WE USE OF TIRT BPS', OR AN ALTERNATE METHOD ACCEPTABLE TO WeENGINEER. UPONI COMPLETION OF CONSTRUCTION ALL TEMMPORART SEDIMENTATION BASINS AND DMMATERMG AREAS SMALL BE ItElTORED TO ORIGINAL CONDITIONS. R&C&' E D av 1 � 2006 Litt of SO. 131irlington DATE Iffim i by c" PIZZAGALLI PROPERTIES, LLC P.O. 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"CNT �>�y,wa C° `° 0 36 2St 457 z a 's 89 oke ak 0. I d? " r" 7 , PROPOSED BUILDVWGI3e a36 obz- a ( 29,204 S.F. 1 i 1 - - �• . ` til LS... F.F. ELEV 345.00 t I 1 118 013 0 31 01 ui z 4 1i9 J2 .014 0 }} i" 1 ' 0.41 a 6 L322 )b5,. `I 1 1 4 2 1.�0 ry ' Lbe i z �k3 19 Lbs, r p 42 09 di1 1 Ulee,"TT;T. 114 1k8' •, 1. l a15 of D�Al 1 ' y a3o 213 lkr 1' 4 <: l� 2� a 4 a3z o$? L1 4 is I a 9kz 1�2 1 9 2A! 1- --- AO L$4 a I 1 �l ! 2 �.i$3 1 z a 1 _ 1 ==I11 217 6 4 -. 42 45 2.49 Oap 2 8 19 , 32 i11.- 0. 7 4§9 1k '�- I 1�1 aw4 0a39 & 9 0.44 032 111 114 Lti ` Q32 4 .. . 1 1 4�� 1 I 4 {� {!' 11 . Gi L�81Ld0 9. a 5..:1..?.. 317 �2.3J6 IS7 atll 010' o.37 L�/Ik 134 113 a.#4 012. Okl. 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Kf CAME, SEED, A MULCH ♦' TOP50X-rtR1WiE, ! YVLW \ ��NNL>i ASMALT DETK WNMEIE MK CWRK NR DOV) 11 ITN MN. `,, raHAP S00% tY MrRrAM C. .:. ...['.'`14�Y.�a 's:~:'�..._ +Cis • S. �i �.i' T _ TEKTNL rAaNC CRUSHED sTONE MN. efD 21 OWTAP ILK DIIAKD s1TA[ eEc Eroa K)) TYPICAL PARKING CROSS SECTION NR 1/4' RAD /2- RADIUS NATCN EfaSTNC >• 1/2• RADIUS� FINISH GRADE REVEAL 3.500 PA cLAss B • . CONCRETE CURB ,'P' ' 1. CURBING SHALL BE CONSTRUCTED IN TO- SECTIONS WITH 1/B' JOINTS BETWEEN SECTIONS 2. EXPANSION ,DINTS AWL BE CONSTRUCTED EVERY 20' WITH 1/a' THICK PREiORMED EXPANSION JOINT FILLER MATERNAL CONFO(MNO TO WITH DESIGNATION M-1533. L I -- �-- — _ — -- S. CURB REVEAL AT DRIVEWAYS SHALL BE 1-1/e MAX. a. CURB REVEAL AT ALL HANDICAPACCESSES SHALL BE A MAXIMUM OF 1/4'. -e• CONCRETE CURB, 5.Aii RAW LESS THAN 2W' SMALL BE FORMED USING RF%IRE FORMS SHALL SEE DETAIL TYPICAL CONCRETE CURB NIS TYPICAL CONCRETE CURB TAPER DETAIL NIS CpiLTETiEw WRd Ai NtODM TM GKG.YtEW9.RCAaNO as. BHOWM a NANs ON ALL RNNS TMigl-FER-OL e• LAC. KEO A MIAM S - 1/r INS FOOT r RLANT sfc FDam S, W R1.) eMas ..Tsr4WM1 K RNARO EVDIr RR CAST IN MMSIM JOIM1s EKRr SO RET. rA.K — MNG, MAY¢ SUaeAK SIALL K GOWP.F D m KI, Or — WADI- MY ONNTTY USING TK STANDARD PRt — LEST. ACGDIDNG TO — Mel ,-1n TYPE N NNMINWS SMOOTH CUT EX — N "ALL.K WNIMR PAIOII /M11MCh WEMNG CIXMSE ID PA4aK. AL JOMts !HALL K TiORWpIT pEAI[D AMD COATED rM FSIIA.Srm ASNHALT. TYPE t NTIAANan w pRy,�OA ASFIMLT EIeiTIID FIII,IeN011t MNaW1E �4AIY COAT ' A aRi.�a SUBi4fE • F A,T•ti5A• SEC SOPN-S . MORE DE�tt4 ., iRo OFTHE NA- CO.T1 iw wL-- THE IT-- aroR YTST. SDAdNG vMIC3 __ _� jam'-. -- -. pCKNOIN° M I}HANHEL SIRE - _. zME D£VATON CY1VI ,RBWDN lUE 1e• MDE r DDv ssTpc sa ro KDRANAGE1-1f/f� To 3•. _ E IN NAl BE, TOCMAECIFD MIIEDAtELYT�. pFLA?D :HONES APLALEO As MfEDED.K 1 ACWLMVLATTMWMW C L1pE0YfD {ROM REMIND THE DM AS FIEEDED TYPICAL STONE CHECK DAM ARTS ST�IID diRANCE ro BE CMSWUCtED AT LOCATIONS SHOWN ON PLANS GRUSNED STONE SME ro K r. Ra CNTWMII SMSL K MANTANED N A G'OMITOH WHICN WILL PREIENT TRACKRW M floW 6 SLDIMENL ONTO —C —W� FERCgC TDP M SWS WI MUST ET�E $TONED MJIV BE EIROUSED ro AG£ITAK' YNNTMN ME ENTN— RW.O. VENT SPl1ED. ED. OR —EO WTO WRN N,, S Y. THE WHEELS M LMKTES "TING is[ STE SHALL K OEANm TO RE— KDNENT PRIM TO ENTRANFE ONTO A AWUC ROADWAY. ALL KMYENT MALL K AI -- FROM CN - MY — MAN M WATERCpMSE. PAE-KATHEIIED OAT( M PETAL ro,o: MST (� uTIDN ro' Kctwx •A• u TOP VIEW OF �O!NMtO FENCE ecrnONS MIS %ONt POST OR —AL yIREC1Nn OF 9tE 1DP YRw rOR -INRaF"nDv� ArrAowaT IY tvP.— KCTa11 ar F•KE � I e•I\ mrwACT SOIL aEc,lDll •A• rzcllDll 7• fXTNL WF MFW Nts M MYROVFD [OVAL ,SLY FQICC STALL K NSPECM AT IEASi ONCE EVERY SEYEH CAENDM DAYS M WTRN 24 HOURS ALIEN MY RAN C14AT WHICH IIfSATi N A NS — FROM THE SHE IL ,f0 KpWDa SNAL K AfYFCMD WHEN IT KAGHES A DEPTH M r OR DKATR. I RPAS D— FMTIONS OF FETClNo AS rWIDED. wlK E MKKT UP AND DOWN SLOPE NOF➢RM MoolcSiERKNOR RAA ro — SLME •z'-s• (sXm-,z. ®-1'^—•z--s- (s<„-::.xm) $1i1<n- IF F ar (1.aR) x (aeW) 3.6' (LO ) 1:• STAPLES PER SD. YG. (1.35 STAPLE` KKR SD. FRG- DOT sytsht-0 -P, H°QIL/e.l „an th•wOh . RI the RED c—:I, Oota. iS. ORf5 •r-s' (xm-1z.sl:Wf(1— ® -1F —a•-6• (6am-IzS-) s,itcn- &V (,.On) .i STAPLES PER SD. YD. (3.0 STA " PER M)) For plan4ala x�tn lFR RRtNi°nal NPrlh Americ Crean OOTNAA m• p—. t ppN./.1j— on ' NrwDT w 1 e GREEN c INea nte. IAWIN. ENww�SYHLIE. ♦5 NORTH A�.,(ERICAN mRe` GREEN I. PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING ANY NECESSARY APPLICATION OF LIME. KRTILIZER. AND SEED. NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED MEA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOK By MCHORING THE BUUNI IN A 6• (1xm) DEEP K 6• (15cm) IDE TRENCH TH APPROXIMATELY 12" SOcm)) OF BANKET EXTEHOEO KvpNO i,HE UP -ROVE PORTIONN OF NNE TRENCH. ANOHDR THE BLANKET — A ROW OF VTAPLL/oSLAKES APPROXMATELY 12' (. U) MARTIN THE BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPARED SOIL AND FOLD REMAINING 12' (SOcm) SOIL WITH A ROW OF PORTION OF BIMMW KET BACK OVER SEED O COACTED SOIL SECURE BLANKET STAPLES/STAKES SPACED APPROXIMATELY 13- (SOcmWOOVER COMPARED I) APART ACROSS THE WIDM OF THE BUNKER. ]. ROLL THE BLANKETS (A) DOWN OR (B) HOR20N-N Y ACROSS MP. E SLOPE BLANKETS WRL OL UNRL WH APPROPRIATE SIDE AGAINST THE SOIL SURFACE L BLANKETS MUST BE SECURELY FAST NO TO SOIL SURFACE BY PLACING STAPLES/Si"ES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM`, STAR IS/STARES SHOULD BE PLACED THROUGH EACH OF THE COLORED MIS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ♦. THE EDGES OF PARALLEL BLANKETS MUST BE STAKED WITH APPROXIMATELY 2•-5- ((xm-12.xm) OVERLAP DEPENDING ON BLANKET TYPE. 0 ENSURE PROPER SERA ALIGNMENT, LACE THE EDGE OF TINE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SERA STITCH ON THE PREVWSLY INSTALLED BLANKET, 5. CONSECUTIVE 8UNKETS SPICED DOWN THE SLOP MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3• (7.xm) OVERLAP. STAPLE THROUGH OVERLAPPED MEA. APPROXIMATELY 12- (30cm) APART ACROSS ENTIRE BANKET WUTH. 'NT`'OOIE SOIL CONDVIW . THE USE OF STAPLF OR ST E LENDTNS GREATER THAN 6• (1—) EMT K NECESSARY TC PROPERLY SECURE THE BLANKETS, CHANNEL INSTALLATION I. NWWAA[ soa Dort FART � ��� �•clm.R+.rNK.IroN a °�rL. F«IIIIx aD saD. w •2'-5' (xm-ti. ® •2'-s' (Scm-I3.Scm1 RIm v � T' i�w-��,� ya-Mr Mc N. Awicxo�L Y S%sTMFLrr r0 r"MTO r (auR) �rt� t`mtt W iRov �TstY°IwFM xY`W°YW K sst "WD H o i NWI °Y°• Tp s°L WA . : sT a' (1• • 11,r °As NOF T'P'�WTR n PM m.� w-rw-1 s;s,.«t:w°�m°II J(O.L) (._.s.ISi _ n AUK «•i •.. �o .� n«mi w TRN 'wt♦R°IN MCIo:�'a1TItN1pN4NNR,. !. N APAOX NRWL :S zTi °°m°F:: i'1) Wa `«n""` 4N0A•wu Ho J.n STAPLES PER OL YD. ( 5 IT-1 th PwER — ) ix blPn4etec the NwdMNasN American •' `�,� r s..cxc S: r,ean wimsroMell�M WN a wi Gem DOLT ^ ottmW pplace tap'ae. etakes Nrwgrl • I \M KLLOW a 6Pta. ]]//9pF 1LOFE LSWCO r WWIICL',WH�r I'-'NKwlta TE RAN[*s. I -a00-)ix�x wt aTixa NORTH In. DD_N.e-xIHR AMERICAN"" GREEN 10'iNLET MOIERXlN fHA1 K INSPft1FD AT (EAST -CE EVERY SEVEN CALENDAR OATS M WITHIN 2♦ HOURS Ai'IEA MY RAN EVENT WHM KSULR IN A DISCHARGE FROM THE SHE. L 9TMWM 1ED K T SHALL K REMOVED WHEN IT REACHES A DEPTH OF e' M NEATER 3. IXEM REPLACE STONE AS NECESSARY TO ALOW ROPER MANAGE OF KONFNT POW ziel 12011• 1-11111;111 • �B '��chAv ollM6 flop® DSO, A. axx( PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05407 MOJECT Mu MOUNTAIN VIEW OFFICE PARK LOT 5 SITE DEVELOPMENT MMBHm zTaK DRW IDLE SITE & EROSION CONTROL DETAILS yPyy P. P $UMj sO* LAL�NO. 7201 0197 Qi71616' 1 tE% ,d n � ;� �� �: �W Consulting D6 I JPWSOL vAL E;.�`' cKaea engineers, Inc. �, y ehEEernsa 'PRE !9B Aram Stint 5 11,0696 Brnz J whom P—nt IJI-IR III DETECTABLE VND CIND MARKING iWYSw OtACE-, THE M MPPOKD EAAL CEIITpIED M.ER ME PIPE. E" IEL iWISN QME. SEIECT E.CA MATERIAL F E.UVAIW wA1FAIAL ONES MO LARGER MM NAMETER. -FACT N ° ° Ir LMNACT M IY UFrs ro A _DENStt Qi BSi DE ME ANWM MT DENgtt USNC A DENStt 6 M.- NMW At, DEngtt ME 1-FRATOrt TEST, CCMNMG TO ASM DBPe wRD�Nc romAI,N a ° a L a Y . M' IXTXUDED PAKTTFNE FOM 9AA1pN. USE iYN: YERS. EAMI t- /J GGEREO. $TAL IMTMOVE MSUUnON BE LL BE KACW GNiENLLT- / wNEREVER CALLED Fpe M TIE KANS. LVW INSUU11011 DAMAGE FOR ARUS _MC FM MSUUnON i-ttlNiwNE MPE BEDONG TJ J' MOVE ; MIOWN CP PPE. _ SMWM MEA 1= LA PCEMEMT CIFMSUUnW PVC PPE TYPICAL TRENCH \--ONAKD STONE GRA�TY SEWER GRAVITY SEWER DETAIL. PVC DETAIL. PVC nli O_......E APC M APPRVE➢ EWAL C[MiEPW OVER NE PPE p' NLOW MNSH DIIADE. MEs MC LAMSR MM �' a LgPACf M IY LER ro A MYERP. -PACT M �D gtt CF BSi DP ME ro A IX-TY CF BSR ° t WM DAY DENgtt USN. MAS}MAARC PRATIOttR ° lII[ SIANDARp PTW)CTM IE TEST. A«anpwc ro ASM Deee MMNc ro MM oeve ^ r.Je AIAI u MOTE MsuunW E P1.ACD0 GAEFU 1,RnRRAT1011 DMA.GE MIIX. I MIFRfV - I400AREA T suuTI-nA 1ADMAExa IM ra HOPE M son u rT< rwE TYPICAL TRENCH SDR 35 PVC 6.. cRusx DETAIL, HDPE AND STORM SEWER MT. CW r IN. WAKE gNBASE (MA- ENSINO) AYµFRS I�AL� MEW MAYERUNE UECALLWC FTNI Msuuna«. F PTPE BEDMNG ro J" ApVE K PIPE STONE {dMW Fill YAIFAIAL (STIWOARD Pa0C1 �NAE+nbD) BOR CF MA.TNM DENStt 'MIEN 11RNW IXC CM OCARs W A QOSS-CAMMY AWTE BBi Q< YA.WxJM pFNgTY AMEN TxJICN EN:AVATW OCCURS IN MAVaID wAK CMNACwD M Ix' LNlS PER JPEMMCAnCWG APPIA.- NA-I.AtAIKLaPE �I�.ALL IMIIC«Es 91ALL MEET os«A STADMOS MICR M Mr KA-IMU, EMTEPM A IKHN. I. A MNWUM 6 {' MW MSIMTW SNNL K MSTA- NNFREKR MMM IM COKR CM NOT SE NAMTNNW. Pal SPEMaGnONS J. ^LLi EACIWT WCH WATOWMf $MALL MAK NO LESS MM MRIE (J) MASS HEDGES -T- A, JMN, TYPICAL TRENCH DETAIL DUCTILE IRON WATERLINE Mrs i91LSN MADE 1 1MAX x N {" -11 MNHER SET PK WA1FRTdlT BT K- PM91 MADE REAOVMIE CAP H / yAaN�ErIWc ioATm MM IM-AL MK- / M" m11 JSJ PK EMOW ASp�DR JS SM � w•t PK PIPE CAST I- PIPE SDR JJ_ -Fw PPE �fNMA BUAIwN TYPICAL CLEAN OUT DETAIL 9 GW END BALL MM � rM roR I' vuK vARIEi — � v K B. SET TO MME T (x) J/{" RODS WC LOBS NUTTED)) C COATED NM EAUNT w M L FlmNcs ARE ro NAK 'MEG-LUG" AETNNai uANDS y 2 APPROVER Eau GTE VALVE M APPROVED E.AL j[ ME -CAL JDMT LpQ5 BS-ATW - 6 (JttPIULUL) wARR M.w 3 J/{' CIIUSMED S WEI BEDMNG BMIDWc J.OW T CWd1ElE Y TMGx / rATNC THRUST BLOCK Cts2 DUCTU IRON PIPE ro BE INST- J// UM- TIRE 1NEWINISEMBEX OSSBIE -1- TYPICAL WATER SERVICE CONNECTION DETAIL xrs ¢1E7 oNE IEncM a PIPE oNER SEWER D' MINMW wATEn I[ — 4PMAnW DUTMrE - Q iEN IY NNWM SEPMATW MSTMCE e PARALLEL INSTALLATION CROSSINGS `HATER - SEWER SEPARATION NOTE P- AIHL SE WD AT LUST 1EN i[ET xobZWTNLY FROM Mr ENSTWC qt PROPOSED WATER MNN. TIE pKTANCE SMN1 BE MF.AARW WQ CI nPE TO EDGE Di PM•E. 'AIIEPE MPPACMAL DUE ro IA' BE BAIDEWs. AT O-M CIsuAL CWMnWi ro MAWTAN TFN iCOT HMImNTAL SEPARATW El'AEEM iIMAT AIBI NAIU UIES. ME WAIFw U S MAT BE M A SA MATE BETE M W M wqs 1, EMM SESF M ME A 1MN[H nRo4DW MAr ES ➢OATH 6 THE W. lwlE 6 AT LEAST to NC«ES MM.E THE TOP Di ME fEWEn. WNEREVEH NHOSSHIE M MPRACnCAL ro TAN IB WCN[S MmCAL ¢IPARATW. TE SEWER LNE 91ALL K TEWSTMI<TO NMMA. WNTDWAI[ STMpMOs AMD PRESSIHE 1ESlED ro b PSI ole is MIN1E5 PnNH ro eACMFpLND. Mo IEN(AOE MNL BE ALLOWED raR TwS TEs1. 5NO wATn MAIMS MALL BE L BEMEAM M WATER YAW MI111 AT IEAST IB WWES KwnCAL -RACE BETWEEN ME TCP CIF NE SEY,Ett MD TIE BUTTW CIF M WRIER YAK. 'MIEN IT IS MACSSBME TO MAN'- THE 11 1-1 Ml- -APR- M MHEPE IIIE SEWER MU51 BE tAlO ABOVE ME WAIpI MAW: 1) THE CROSSNO 9-BE MRMgW sO MAT ONE F- IEMOM CF SEY.ER IS CENTERW MOK M BELW TIE WATVIUNE WM SERER JDIN13 AS FM As POSSIBLE MW WATER A M x) ME SEWER PIPE WST BE CMISiRUCTEO ro -- MAIM STANOARUS FORA MNIWM DI%- CF m FEET ar1ER S CF - CROSSNC M A TOTAL CIF THEE PPE I T It MIIO- Is C11EA.IER: J1 Tff SEC1MW CWiRLN:1ED M WATER MAIN STMDNIDs MUST BE PR65URE IESTW A MAMTAN e0 IS FM IB MNUIES WMWT tFMACE PRIOR n; BACKFT— -E ONE FOOT NE JENE PIK ro TID A TAGMME ip NE WRIER MBE WATEI1 MAN CROSSES ONCU A SE- KEWAIE BTRUCNRAL SIMPMiT SINE BE PRC-EV FOR TYPICAL WATER -SEWER SEPARATION REQUIREMENTS xrs TYPICAL TEES AND CAPS TYPICAL BENDS `✓vDI9nRB[D So n1krs O I— LI—Aff THRUST BLOCK END AREA SQ. FT. BEARING AREA MTs TOPSOIL - FEPMIZE. E SEED.: MI { IOPSML - LME. SEED. t KR taIAMAII- F1NDW GRADE - MBA ITNC x'/TT. -Cn I J.ODO K COICAEIE NLL MA I 1 I I I L- --- -?-1 �\ PAo.IOE swooM mANgTxM -MI10 .T I-T CHANNEL a" ALL MPE CWNECnOMS ro E MALL BE MOTm MD wATEBTCHUTnIr SANITARY SEWER MANHOLE DETAIL Nrs GTCN ➢ASM FRAME MD DPATE m BE LEBARW 4CEEI. rtF-x 2 TTPE F MI AM AMROKD EWAL . MNIEN SAD[ I J6• I I I I I NOIF: ALL BACMIL TO BF I I dIgILT GMroAGTFD W B' IIII CIF IIF HE A DFNg1Y OF I V MA%� THE MANE M Wr TIE A. UgNC STMDAPA ARWTOR ZEST, METI00 A ccawoAlo TO ASTM De90. K BOOPIPE ED wA1ESR WT I I { I I li I GPPipI sAKgrll w APPRD lE EWAL ({OW Pg CWOETE} I IINDISNA6FD 500. Mt MQAMILY "IMPACTED CPA - TYPICAL CATCH BASIN DETAIL NR VARIES, STORM MANNCAE FRAME AND COKR M BE IEBAAIXI MODEL {LC -me MPRK APPROVW EWAL E. -STMRW \ X F- .- I I I I I 1WNMhi TOTO AAUMPACTN M I I BSi OF THE MA[W.UMgryDRY OFN9TY USNG ME I-. PIIAT011 -T. "`7C A 016AIIC TO ASM .... Au PHE CONINECTNMs - PR[CMT RMNFMICED CWCA xl' ICl-BASH M APPROKD EAAL ({DOD re m.I C.) I I NTS CATCH I ASM FRAME Mo GRATE ro BE IEBMW MOCEL 1LF-2 -x 1I I MI M APPRO N- GIIME I I I I I I e MA DEHiIn orUFACTED M . A % I 5i CF ME YANMUM MT �1A` MW I DENSTT USNC THE I-. I M.CORgNG N As .1 eALLE ➢OOP rtD uosRnar e• I s I PRECAs RMNF C, CW M E CATCH BWN On MMOVEO EAAL 1- PS WNCRETE). I uNMsnHeEo soW M MMAaLr cavACTW MAKE TYPICAL CATCH BASIN DETAIL NM -6• MN. r wW. s' MP i>` a• TEMA— - NxnuzE x{ " �i )E 4ME, SEW. t WLM MM MAMAlE PIPE I ).: � - Etp sxcnW � ....v: _. x• .e.•.:« , .. • ...... M.^ IK I YVME I SPOKE PILL N i SPEC n0A0B IY ME I -C FILL •:.v:.v I • �M HAFT I{011 ACT SPEC B)O{.Op F`V_ GEoIIXnIE MRIO TYPICAL GRASS CHANNEL V TYPICAL STONE PAD DETAIL N3 Af0v 3 I'm col of So R, NORMAL WATER EIF/..JJB.S 2:1 (N:h 2:1 (H:V) MIN. N. `IRON 12* ABRH; ELEY..332.5 10 /(,MNIMUM) CF BST TRIAL A YNPMYEDENSTY. LM7$ �,WMWB OF BV p,PpP 1T TYPE I STONE USN. ME STANDARD PRCCFCR TEST, PEW ASM D-6B6. 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L-WIMU n, o265s WORK INCWDED- TM Cardfzlar WII P.. I% k cal od Wt dl vM.rr mesh. a,d appertw.a,rn. r kdkal.d h w caM.st n.a'k,N w,d !v«1rl'atbe. n TERIAI • Pl- fr al Iual�lkw WII W d«tIN ken NN N w aMavw• clm. erlprol.e m w Plwr. TM mhhals., auplabl. I d Lb Plq "IN W Udckrrw Clm. da.puNd n tN pbr. All d«tM km piq WII W Nn ,L.Mly rat h mob• W ehNl radem, W w bNN ren.lan N ANSI ltsdad A11.61, (AWWA CIW) ad MIST Stedvd Aal.11 (AWNA GILD, ( RWb.r timk.t JAN fr Cmt Inn w,d Duct1N km Pre.ea. nN Mukga ad ANSI slaara A21.10 AWWA cop) Gr'H-Man a,d DuMle kv, FLU_ I Lxh tltT' N hch d Watt W ANS. Llryld•. All dudiN k.n pN atoll W ca.r,t Ilrrd all NMI carKom W ANSI ltwdad A21.4 tI,_ CIOI), Cw.vM-Maly Lhp fr DKUN Irn Pips W GrH Py. sd rkthm Ix NM-. All NN JalnN, NWL W tM PN,-n'y" vrpt fr Je M flttkW Nth .I,al W nrchP,lca _Ito L, nNr rMM otMrudr m W Nwr. All ntthm Null Nor ti IfdrJa,..• aW rdli N c,ara,a'. wHaTnp b ANSI S'v A21.10 W Pwh-n J•M• NMI cmiwm W 5«[Iwe II-2 thmgh II-5 ud 11-7 tt gN 11-6 a ANSI A21.It. TM .NMrkd M-1 a w PIPM- a,d Mt¢Me rvkw •MII W ,v,aMtak.•d M kI JMd. tN-.. w w• a U- Iww un M rch J - n wkh rvduAb, n-. Ttr •WWkd cord Ity a tN NP.II -pro as PIT ttkq• NMI W mahlMod thragh tN ors a urducUn NrcN. No caplMp..Mn W neN M arry PMa n w NNlkr r _hm NrYka+ cal t Mrarpratp pravlNww W maNaM .Nctrkal cwdwGvny. tLchnkd Joht, d«UN Fan NN NMI W w tNWrw Cb• drlpMed n tM Pb., and Ndl N _w ItA,r. -Ifw m W P Ms I,w J.",ductIN ban NN NMI 'rearm, W W Sp.cifkdlor< Ir dwUN M'on Nq, «coot Ir nttkw w4cM1 Nil W rl,ecl,odcal Jell wnh body tNalvr• W tailor N arviu+ cuJwmM AN51 Ail0 sd nwcMkal prof. wNcN NMI W h .crud with 3«tbro II-22 throvph II-L N ANSI A21.11. All P" ad mop• .MII W I wfwtwn I by U.S. PIN ad Fasdry, Co., Chu, r n --I _- INSPECTION AND TESTING OF MATERIALS All rat kn pIN W fittkg. NMI W krgcW cad trW h ¢tardy,' wnn w nwwr¢rur.r'. sP.cln'Nlorl• ad W dw+vrnUard AKM Sp«Nkalwr. TM 11 - N NMI fumNh fr a••pro.a, catlflcMin tram NN mawfoI - lhA an trt. I,Pv. ben p.rfmn.d WN wUN¢tay nwll.•. Pq NMI net W Foal_ withaua W Egkwr'. pprovd. NOIFIX era ffar� wle a olpp W •trvcQ. TIN,atlurr w,d po_tlrq tM 1wk /ram des MI0 u i by u,atr. TN laar.ctr N,al M 1,1• «owes renew M pa.VrqtrM,Fq, bdlp r AM,ulw, ank' wear w h mw arcumulaN r W fw,rd M 4w,c1w ad Mirr .vcwdbro mole 1.,ar tiW eanlrst, ad NWI ram dl plr^P call•, .,rr,p•, don•, /brr, ¢ Mir wok• a,.c..aaY b Iwo U.r,cN.. all AMr «cavatiar wMlroly clan d wM4 pip• Ike• W MYvcWrw N ' fandallaru w Wp bWH. Nwly •nodN rr,Pwvy NMI W po__ Tram ebrwa rwltp /ram deuMup w d by tM Er,.-. TN CmW¢IMar "I - MI t-, Nor '-t HIN PmWrq Hwy p that •bvcb/.• WII W WALL M w d1. piW�Mvd drWplry br w.Ml deuelnd wNv n•aN•arY H vN a •tare drdm, PN uW Ir w,dwdrakr Hal N d amp4 NN W d.u•a.r Va,ch fr poor dralw. 41rp urotrvctbn ua.k. PIN WII W wnWaad m tM, HDPE, wc, m Irroha4r 4MAh . Aram W N w'dw d ad WMr,Mi •MII W -1 Ma d W wrch addltbnal depth m r.rylW W IH neNrdraln M a bed a elan, royal r brok.n .Iur. If o call NML .y[w^ I• ua•d fa dtu,auMp «w.ulM, call qMW Mall N •pond Pd &tk W o dpth W tha.mNY dswa4r tN h cwsUxtbn aea. All dwdup, r prdlr mN1ed, .roll W o<arelNNd w trot adsgMe b._ ay¢ny a w +dl 1• rsed W a1w •IdN .-Ia NN IMe., .trvatarr, ad fowdatbrr. Rwnaval a viwa nenhp orator M tM VVICF wIIMM pwNM a •CwN plan wPN.t rr plop a NrvcWrN eo.• roe earuew ad.aal< TM CwMrcla •hat fwnlM, k.loll W mdntaM, al drahape .yIvro ad Pmpp srylpnwK roc...aY W kwp proud urolsr Nwl a n sla Tit we,pM1 w thA ro .bvcluw• W W WILL ands tN. CwMrxt •MII rM mw<, Cmtractor •Mu Irvct rotor aaW.,ent NrvcWrw TreW nil Dump• r m¢wrN-y tbt mwt rl,n aWr wrkp tor..T- .Wc4re muff pwb. adw•at• WIN waarpllarl W p.rwn dloturba,cs a w Nblk. PIPE BEDDING AND B FILL, PIP. b ,,, od -fill fn al wl,rlhN •full W m MkoWd M S¢tM 022G5. "Pt.- Null W .4 n a pr 1 Wd a 4' d wd a prowl N odlu•_ la propr aliwvr,nl W �a1s. Sad r nowt, M, _ n IN COMr¢t Drwp•, •Mat lhn W p1 �d sd -_w b LM _Ir. I- N tN P" (unfrlM). B¢kfill wnh .rm l matrbl 'antes^•= •tar. ro Irwr lhn 3' Nil thw, W PI- ad urn - M L' IIfU, to 24• err w 01 w,.n. WNro orb-.uMau, 'h-p1aa' c-1 - wanes,• tees,_ bedlkq r co __Ul <ffM, tN [rykrr .roll mMs . FNId d<temd.atbn m W wNtMr tN b-,;, r.ylr.r.,w,ea cm W r.dwW. All pal«IA andt uae w •tadad a 1l 1 k, t- -b tM W.wr. for PN'p W all •avhm .rvltp from r'•euc.a baddp FIELD TElTINGf,rupl m AM1.wlr dk.cW, all NN IMe Nall N WW. Pips I-bb M «rwMlan > beddN M aoror.W all nY «POW ".4 "1 IN GfW pbr W fNld pWMp. TM CwMr¢Wr W11 fumlah Mt pages, Wtp Plop•, tcq wd MI Mher IP.pth. lEach vNurd •¢trot ¢ P�m«�Mvn o! av lbuad Not d pq Nd1 W � W_. All IUMr r.q,k.d fa Wlp Null W pMad•. All Wtp •I,MI W cw,ducW M LM error,'. a tN taghar. TM Cwitr¢Is MNI trot eN rruwy P-M. W t P tN pN M tM Mph Peht W rol.aae al dr - .-. plp v.r anu -1,tkq W Wl. NydrwMs a blwwff• larded a Mph Pe mH b• -I fr w roNw M IW a It- If appovd by tM Ergkrr. TM P. II W I.okape WU .I,dl W PMwnrd r o <w.,laY,.d Wt Wdch Nall W rr a du.alln a lw horn. M 160% N ,.avnM oPralp prwr. > 20o pN, Nclevr N mart, M tM Ito M IN bwel e4vatlm. LAMape NMI N dafh.d r lh. 4a tltY a waGr ffM mwt W wglW hW w -ly IMd Plq le mMMan w L.akapa trt Iar..wn. aWr W pair ben N b ben fILW - Us r «NIW. f10 YrtalMbn WII W acuplrl if III,- Uh t- d--.d by Ur fwmub• 113, 200 WNre L 1• alalum4 Name M pabr Pr I,o„r, S N LN �h N Nq Wp W_, D N LM re,nM db.rtr N W pq M KM1N, W la CM w•r.p. Wt p•.•ar. h pond• 0n .yaro hch paum. 3fwb orry a«tbn a pi, fat halm w Pr'.•.ur. r Nakapr t<•ta [M Cwrtve:lar ,Ml ythp rosary W L w oral rovek w rpl¢s W d./«tlw NN, ndo HrttMN r Ja a ro «Nash W tN Pwn.r. Mdo I _P_"N- tt N` tigm. NlMflI p tM � rp,krnnl•. WSINfEGTION• CNaYvtln a w uaaNr - •roll W cad«W mIY atr w nth lu. ben IaMlNwtrlly WW ad flw W a cNn •tron 1. W.I d m hl4r..,Md by w Ergkor. TM Ganln¢Is MNI fwniM at IM,, .rylmwM p, ma.rbl. N WI. r,.c••aaY W dNGK«t w Nil• cad pv'"nennc•• M accardo,ra with AYG4A 5tedrd (r DV•b,r.ctp wa4r v CL51 btwt z is TN wrlWr•aoin I.W matMd NMI W e.r...e ¢'•ptW1 a,1r N[¢ . W«N wa.n 'ni~[isn I, D..dl��i.dMar. WLGq M hr ogmal bb. conbnbvAbn brM m I,Wtkq VA•LVU• MI va..• Fr wnrlkw •hall mrt w r.pMvrv,t• N l.calan ISM HYDRANTS. ALL hydras_ Mal mNt lM ''•yG."a•"W M Sw[bn I-IM PIPE 1WSULwT1 - h ar.m whr. t1rr. 4 MWflclw cart (I.•. I.a. thn fro all M11 frt) Due W eewr apN, Mc. m hdlral4d n LN CaMr¢t Draarhp•, dl pIN, flak=•, Mc. Mall W kwlaa.d. TM hw ~ WII W a «uRd.e g1YMrTn. .1 Iru. a mhhwm tl•ckrwa a 2 pN. ad WII W p t' M .trkt wr,pLlor ash w nvuf¢Wr.r'. dk«th TM I^w1atM •MII N St -III NI, and WII mwt w cwnrr•a.l.e .I,w,N r.rylrw. 1 a Alin DIG21-'A and WII W m nwf«ta.d b/ Dw, Chw.,kol Varwry, flldbd, MkNpm. RECONNECTION OF SERVICES All awvlc•a W IN «INN watt n,alri WII W r.rpn.c_ W It. n.•u, mesh Wth qN a ayes MN, all WII W pavldM Wth a raporotin Nap r wIw r applkabN. HANDLING. PIP, Mt.- W acue•erlr WII W carafNlY I -II- W a ,l doom.. Pier W w data d pW,u d tM _j.ct wok by w CW,•r, tM CwMratar .MII r.pla'a Pr/ NN a acaraary folad b W Wf¢llve M airy trot, Ycl„ekq air n b ben h.WIW, MN, «Nash W W Ourw. TI. CwMr 1 u1W W w fact that ON,e.nw,t INrq d tM pN N Ktw ry1W broth all ap«bl oars •Faub b IMa All uttp NMI N doe Wth a macNro Iwo whrl wtter• a bpv.. admtsd b w vlrpe.. «opt m MNrwIN pprovd. All vet cad. •MII W «a.Mr,•d fa pa.NbN ucb ryNd by wltp. All pip. Ili wda WII W roJ«W. if oath arty h w NN, tN Conlractr mH, a N• atp•r, , oW with ON, approval a w Erpker, aH Nf tM askM pa U_ M a qMt at Iqt tw•Iw M,cMa r*an LM vINbN IMIW a tM trek cad y.. tN Nod Prtbn a W NN. Al. P'_a,d "U'"'NMI W cL a l a NI ler•1p" mA_ and troth plat b krWllabcn M Null W kept c- nlll tN trot a ¢�.spin,r b1' w Qv,r. EATING PPE• Pb. Ndl W W upn a L-h bAlan and W p.Pa d m Y,dkated Ip W p'ad• and w bid N b ,if- a Uw t JoMt cal relANalJelnkq Np•. All W k,•Wllabn a NN Mal W der h mania,'. with AWWA Stanard CG00. .M�•last• wM NN Lava N rM actually h parr•, W avn rW d w pipe IN cb•W by NnParY wartgN pup. r by MNr appravW mar. II wMr dh w _h who wok I• rrarre, w pIW NMl rot N rwnww nUl al dwgr a agar wM.rkq tN M" hm N...d. T N MIN w h hraa fat Uv Ica a,E Wde a�,wial - tMhCa tt prank=•. Any do W_ a Johl. WII N wltlNn IN IMIW •-itW by w nvw/at✓er. MI Nvp -1 ppurl•rou.• um«Nd b •ylprvM NMI W • PpF w the ro .1/ak, Wlt W M,Nwd m tN •ylPrront. (If tN .ylprv,art rwuloctarN .prcHkdbe k,dlcaW thM NN bd• m rot W W 4wNwTM, W Ga,U¢tr •ball wbmk rutifkd.M a ronellarcn ). T1rv1 bbck. r aptly MtalW tN rod• NMI W IroWI_ n al Nvmr We, W bad• MfNCUq II-V4' r mm<. Caro WII W iM.n W wear trot rants. will rot car.,• M car,lst with fbgr, JehM. a WR., TN r.yked a.a a t-bock• ors Mkdrd m w CeMst Drauipa a WII W r pPw.d b1' w Figkwr. M Nstwvn. wMro tM Ica a Mff rwn tY . a plot r wLk JA,p, tN CmUslor •hNI f-h atl Irotal al necs•saY W*tr.. All tr .V •MttY atodad• •hat W h canfar.nwrn -- nY -ILL StMr ad Fd - wbelkr•. No wake n r u'o'kp err pN. ats troy w bb -.Ft M, may W rrerary urtll pope �w b¢kFlVW m W 111W b o -P*�Mtv 12 _f" -, wlu N goon_ LEAKAGE TE5TS MID ALLOh1ANCES FOR GRAVITY SEWERS TN bw pre.•urr ab WC will W yw W akm,1M4 hnitr.tln ¢ saflUaUan rare MW r wt a wit �wltY www.. Aaptar< a tM ew,n -I deowd upn tM NWf¢le, Perfam,wlcs d UN tort w,d.r Wt rudltlws. TM Wl "It N pWamM n pN Wtw.w •dJ¢i,t mpMnle aNr Wckflilp b ben canpl<Wd all car,pocW. All u,yr, ta•, lalraN, W a •W .sort •WW •MII N plopped with fNaibN-jalnt cep•, r acreptnbN da.roN, oral IatwW W wltMtad tM h«r.el Wt prwwa.. Such plop• ¢ caN aMl Ivad11Y rw.wvabb, ad LMG r.rr,oial •MII prwb. a IoMI WWp. for mMp a Ma10N-Jointed btral can•ctM r «twnlm. Prlar W Wtp fa ¢�..f•lur , tM Nq NwM W cNvwd M gNIW UroWh W Nq, a fun page •=•Naas, It NMI N W ro.pwrlWlnY a W CmV«ts to los tM NIN 'Iron. km. M-ly FMNlukq tN pas cl.np, LM Mw L . MMtn •MIL W WaW wkh bw-pwwr< ar. Alt Mal W --I, ..MM_ W w Napped pN NAW -1 tN kMenul dr anew. -1- 4.o pas'd• par .yes. Fu p"wtr Uh tM avrapa tack P. , a o,y W, uraWr LML mH wbnwga tN aloe. At lent tw mlr.de. NWI W allowed Is twnq'otw •foNlbAbn Wfa. p«Wlrq furtlrr. TM py. IMr NMI W corslder.d ¢uptabN, u,l,w, WW a n wrap. pwwro a So Paad. Nr .yr. Mch v.atr Inn w ..rope bacla vrr•aro a ary tVeie,d •.mac thM may wbn.rpa W pq, K• (I) tM trod rah M all b.. Irani o,ry tbn WW M K. I ,.- 1: (2) W clgeA •G«tore. dot rot «u.a a.0 ci,blc Net p.. 0w r I IN aectM uMr art doh rot NN air re4 V'••tu ahn 0.0030 mbk Wt par miwle qr wyr. foal d M1ene1 pN wrf¢e. TM ro LM w, M Ud• p¢1fk .NMI W r kId d IMUMIsd if U- M- Teat Ti-, far V¢ PIN S1 Nemkwl Tlms --I TMw 3 0.2 21 3.0 A O.3 24 3.G G 0.1 27 4.2 S 2 30 4.5 10 1.5 33 5.4 '2 1.5 3G 4.0 5 2.1 39 4.4 13 2.4 42 7.3 If w PIN MtaI1 fdl• W n I,t tlr.. r.rykr.rlW, w r L! Lan %roll deGm,M M hb can «pw.•, W •wru ¢ .wrcr M -*a ' all NMl moot' (If IN «tyro W ty of r'oi, k praP•••d by w CorMr¢1ar aplra reaa.mla W w kl i accb•pt�tbNn1111ItMft. o/NuNq hu1 -tw- IM'f-W nSkk. tN• Wt der not eslrmke W uphtror a mw ' tNy l W WW NpMA IV. TM wflit� Loop alauav4 vet M mnMl•. "I"- W p-wNr thn 1 1rr by W w feat W dpth. TM mashes. Mall N. nIW with d Nph arwrd Wirt, t-•MII M ro�v41bN 4drap. INtM W MI14dbn. M nor• Vaa,wn Wt1p a rv,nNN. NMl a1w W fwsiderad acceplWle u•p W Idbwp p,IMlkwTM Wt WII W dwr air m.wnbly d W rr,nM4. TM maMeN W pN -lbn 1 W M+IbN. A f0 MCMb. lorry• u,r'nch WII W u•d b tlphtn tN «tw.W1M 'hasp•. AlI I'll Irl...N11 W lakgmd vAU, a non-•ITkda rr,orb, r ggrwad by tlr nqk TM NW trbw, mvMe4 Nctbr a1,o11 W r,�ea M b¢, kfI1W n tebWNk,p. kMSMWTwhlch S. T. backn II sd •hd11. "1 ores_ W «pr. w w,tp «Wrbr pb W vacoAn Wtp > LM rrvM,M• NWI W a•Wd to I - by moor a • kadna.tak IaN. last.-br PIP" ad plp •hat N adwyaWlY braced W pHwM mmwnwM. A racoon a IW a Hp "IW drvu, wlthM LM mu,1,aN. TM madgN WII poN W tNt If W wcvum rr.ulro NUwn lo• L4 W •I• Hp Ia M Nmt tore mkwN.. WMe pp1-W al «Ntp wnMvy Nwra NM1 W kilt __J d -11 rou, wok b hew, N•W W ppwd by thl• Eaghser. Al wch U-t «I•tp wnro W 02SLo ..w.r Nrvkr "I N caret_ W the row a".. �• A ATFn ,va rT des CLEWING OF PIPELINES AND APPURTENANCES: Veen campNlbn a cw,.trvdbn, WORK MCLUDfD� TM Car,lracter IIvmIM W bWl1 al pN•, ntthp. ad MI dirt all MNr iw.ia, materbl •I,dl W r.mwW frwn Nq Ito. ad tlrh MNr malw-bl• I,ec.awrY In tN hWlMbn M pravKY a.wra, corm rr,ak,., ob MI tlppurtw,nl cweWctb,. Ne ..,awrbl. 1 W Ntt h CM III" Ikr• W Mgda appnW,I mroVvctbn rolMd thv.W k.cladp chhwa••, wYla< carv,.ctowr, 0 t normal lbw tWrovph U_'. bbclu W Ahr rokA•d Kerr r pkM.d n tN Cakr¢l OrPUMp. all m •PecNNd 5EWER l 1:1 COINECTIONS. _ rq,lr.d pbe, wrv1N TM wok .MI des Mlda Wtkq W PI¢p W HN4rn MW NUNaMuy tbro NMI W <wbvcld a G _h pm nNw ahrWN ro_ n w Pin•, oPerabn, a caw tvP" ma w pwlfI wkr th4 wctl TM Plq ."I W 4b Pd I4 TTP6 of PIPES TY a py wN'h -1 N -I fr tN vrlow Pasta d urak j_ mod. m r.ryk.d fr ..Iu.r carotrvctim M lIJ• p«Kwotia,.. Don ..d. M w r FM_- NN -1 W _'P NaW W pr<rw,t dn,aips and YMrwbn d lest=, mat4 I,r. hookup W tN Wlbp asu,r N not cekcbrk WM .war moh coroWWtlm. a) Gra4ty Swur. •Mlt W f wlb wen Nq mrtp A!m 5p«Ifkatbro D9034 IddlUorellY, IN Cantrztor will -I& a .w_ tvnpavey rr,rkr apprv.M by tM r F679 a an approved syd. wed aaMp ro amaroytha, I' 11-112'�. PVC O i.d• arxsl1y Mv¢t uP W PIG -allASTM Sp¢IflmGm D903/,-1 FG711, Tyq P4•t PolwMyl Chlrld. ((PVC) , I rwN h rMocalkg W rd a .wnn •.rdc< carn•cUan fr I,00kp p tN S�,wr Plp s.d nithp. sm n. NMI thkkrow a al 't y1N .roll mrt ,.sm __ / lkatbre /r SDR dYu Nq. All pN W nttkq. NMI W cNrlY naked m ~ tN row .our mesh Nil, M qumpN_, W W ad t UN 111 W mad• my MaufaAur.r'• Nms W Trdwv,wk. NomhN PN SIN na.rbl DrgeUm 12454C Pvc Lewd aTYq Pan SDR n PVC SNr Pa r 'PS 41 PVCSauer PIN' DNbeUa, A]m D3034 r F61 .blot. NWI W Pv -n tyq .•p-Monet'' pmk.t•, W II can Wf- W A5m D3212. TM o- NNl W !stay M•ta1W. TN aye WII W fuml.hd M r,arnh,al Afoot IwgtN. SdflcNrM. Ambr• d NeA IwgtM ad fully mochkrd flttkq..I,dl W pwld•d Fr uN M mnMlr, cvkr,r,rY•, W caroctbM. All ,;m,wtbe will r.yk. w uN a mawf¢tuT•d nttp•, INb fdnkaWd, NddN tYN ruvrctbro WII rot W fvWdwel .raAa64. Any NN m flap Ilavinp o a¢k, r Alv defeA, r wMM I,a. r.c.NM o .awn• blw "I W mrk.d roJwW ad rortawe a once from w uAwk HW. All Mb rut. ar. W W nuw4 a 9T to w pl u,Nrl TM cnbocb •,M1 bwwl wa„Wd Pm• a MnMY v an - ill" W haw ip aI InWrbr I,ws, TN pN W radar UIN •Nclflcabn .Nil W .eWIW w LhM w hh1M def4ctim, ,.orator r i ib.d tabu, "I W Nr - Si. b.n hM PI.WW 6f W1 M14wt 30 day_ TN 1NctlanpW 'I' Itw /run "N Pllrlpld WII r rrvnb.l Ivahp a dlanrW .yM W 'ltit d tN MN4• dlarrt.r a IN Pip.. No m«Ia,IW wasp ewkw .bell b Into into W Ml1eAM WW. AN Nq rot m..tp tN d.fl.calm Wes .NIL W ro-«cavald W rill �d d tM ladrvcWrl by caw Fr,pky.r pr M krW110.•td+Nw •W�clare r•wnb1Y mwt W ggrwe/ TN Ca, Ur MII wNnit -If-- that w mawNl. a caeWctin Lew bean dokn wklWh ASmi �4Wn ASm FIWI 1a dG 1 pq ad Mtpa W b ha1Wd h tM proJ«t work. PVC pN .NIL not W h•tdW who w U,,pM ttw, drag Nlw W'F ¢ p ebo.. p0'/. WYq wle wwtMr, tM fla wK, ad P_ rWNary a Pveeso pips 4 raluc.d. CxUa ro. N r'.a'1'W u,hw, I.a.ap Pvc NN onto orb ,wM1,r. LAYING PIPE, Pq WII N W span a W -bottom" Nd plop -I m Macal4d w Conb¢t prw,hpa m •gclfW h Uh wUn. All Nq WII W c 111 chard lwt Wfw bye. Each pq •NIL W bill Iru. W Ito W •Poll. w 'M,`r b tam o tghl Jdnt wtth roKt oilokwq pN ad W Era Inert. rwnb.iou•. WM. w Pln• r.ryldnF r.nw tvnac, T-bra,cMs wIM G hcN •pw MMI W hatdW h IN a.u,.r . NalbN pUor,.ys ankh• aro rspd•.d m Nr Ilan .ec<bn. Ne wolkp n r wake awn ppm aNr Uh aro 1 Ptm n,ay W nra•.ar h mMp JeMt., h pl¢p aM, ad M toYaykq I ll -1.1 MI I W N,,mtted nUl PI w WckfIIW m ap.cli4d W a dpth a 12 1-- Owp cwrfrvcUan all aprnl"p• W III" 1M.. NMI W pr t-I fran nlry M a earth r Mhr ,natsw IIyw KF•ctlw rmtMM. whw. rww p.P.a w JekWi kW.p h .tt ¢ W CaMr¢tr .NIL do .«h u,wk m la necwaay W mi. wn,actbn.. FRCST PROTECTION FOR SHALLON SEN RS- Si- with NN that 6-In fat d IN, aver, r ud,r. hdkd.d m w P1ar Melt W p_U4 Ma o Ir'.ezY,p by MWllalm a 1' Nkk Styreiaon SM -1Mp alreta wnh a WMI, a 3 Fmt r twlu W OIN M-, .N I, svr b Ill. Nwl. •NIL W pl¢ad G" Mors w .awn a tN wnn MF_ ranpsGon a tN G' lift --I, move tM w,e, hm Was n,M.. Caro W11 W e.rc by ell Caniracbr d,np -Fill W =w- ever LM .tyrdoan Nest• W prowr,l da.we W tM NseW. D142tad .Mual»wa m�lrola.n¢turwN y Dew, cs/vwn1 o1l a�ry,lnwi-I ,H� vaF�vAR.r a%I Dr .. awt.~p WORK t1CLUDED• TN. work WII rmM•t a fwlMYq ad N¢p a„• r mar. cow.• M pp'ev.d prowl, "r prMl, dF , - ay.Md •toe, a NrwIN _prtbrd matrrbl m a p.p:N wfou, M Ahr atbror M wIM INN .p.clfkalar r N.aw. m tN pbr a m :d.rod by tN Ggkwr. CLNSTRUCTION� TM wbbms m 1.1 •MII W pia_ n a Vrp I car/au with n approvM •pr.ad.r bm r by 1w a .her pprwae m«haMml .pr<mp =door•. Dumpk,p dk«tlY W wbprafe will rot W Dwmll_. A p' may W vwd M Nu a s .MNn b«, prevbirq W wbba• rr,oWrM b fY.t p1¢d n W npMH" 'Y� wbbm< one LMn canpkWly rwrw.d from Wail wlw. it cam Sharb .•?spoon occur durhp W 1N 4 a w wbbw, w oa,VstY .Faro W r.yk.d W r'r.e.'e W notate tN, ma w a mmyolats n -,I -form prole N abtakrd. K rr,atrbl WNw wbproN Wrua.•. krtertr,uW WU tN WM-1 Ito h n I. pW«t, w mNhwp NWI W rw.uwd Od rpl¢.d wnh nor wMlms TM m Ia lift tNCIa,.N fr MI wbba•. n,asbl. N 12'. Whr. tM fhi.fW NPU, M W wbbor N b W i'•ot<r tl,n 11', n .l N � pl.1 ell tarn='_ h lore r mars tlfW d gervckyM<ly •4'M troche••.MaM w pbrarvd a If l al JeMW WII N •tM.Proi M tent L Yulw. Aft- ash in N wbbm. maUrbl I. ill id It "I W VNI vII dy comp¢Wd M rdlp wnh n apprwW pour rolNr u,aiN,kq not I..s Um 10 tar r by A - method• pawed H tM Fnpkwr. A pw,r Padw NMI N u•.d W ebtaln a trw all awn wrfw into cerr,paa[bn. All Mlp r dep.eebw fow,d dap W cartp¢tlrq .boll W n11•d wllh addkbrM wbbms maUrNl, r.u,orkad, ad umpac_ br caNarmkY W w Ikw, i'ade ord crow-..ctbe fhoun n W Can4¢t DreuY,p. If roryk.d, urar NMI W IMfwmly opal_ awn W wbWw ma4rid. into aanpaMbn M w m,pa,t r,.cN.a'Y Ion proper cwl.elldatM. NM it 1. nor y W maYMain 4arfk pvr w wbbm•, half N tN wldM NMI W M"a a U+r. TN halt yrdr aastrvctlm Wu M.e w wbbm• rr,Ncld plamd ad canpacWd Wfrs aP"4 W tMfk. 5ubwg,mt "m --io, W W molwtol NMI W wMlr.ly w CantroclorN r••pa,•IbI1KY. If W .whoa bee Y• .row, W Canbactar NMI loeaw,, r.p-ae. ad tanv¢t m r,.'a..arr. Tl,e ad M. h a.ctbn M a aff-t dwh a wbbme NWI W laor.d far o aatau. a apPrslneU'y n frt, h w cunt W tN M -11 MIM.tontine to rForI Ypw•d, wbbme r M1,r desyM<d WIIW PIS, I, h tin a.a toter tkul roadwH pwp le Grufatian R.gdrwnw,l• Sad fa a,.bMs. WII ,tort w foil_" n.yirem,w,te, Psr M,I, by uwlpht 2' 00X No. A 90Y - IOOY Na. 40 2. 2o% Ne. 200 0% - SY Dr,r Grad.d Crwlyd Stwr Wabo.s WII mrt tM felbup Pafalm r.ry wTs,W. Parcr,tape by w.ght Steve Das)�_ Ems_ 3-In' loos 3' 90Y - IOOs 2' 75% - IOOs SOt - 13o% 112• 30i -cox No. 4 15% - 4 GI t Pl- MIYtd firwsl fr wbbaas ..It -1 tM follwp rerykwrwnW P__tapa by welpht PFr•1nR 2' took - 2" 90R - Qdlt No. 4 30% - LOt X. I00 Ot - it No. 200 O% - G% Gravel far Fkr Gryl,ga d wdMwa Nall mrt tN iMlwp ryrirwr,w,W Pvcv,tapa by waipht !/4• - took 1/2' 95t - 1001t 3/6' tAK - 95% No. 4 IN - 7m No. IG SO ISY s. - 35. No. - Ne. 60 I5. - 30% Ne. W 6% No. ZOO 2% - IOK f t2 P.mlww, m wg1W by Fradc W. WNtcanb Caet Cap. 'Si > PM' claim bdf>awird •tort wMd O.vrIP TM b=" of w•nWl •Im<tad a.aa l trwsl may W pwmtt_ Ir, M LM pMM a W Ergkw, tM ma4rbl• W W Il I, w •qal h grapy aN w ramp.tlbN h .ernes m- fraAbro NMI W .I_, va/aTn0 wel.d, W cambkW M h Pr'•P•rebs trot tN r.wltp a.1 ,MkItMb,n4met¢b1 sdMWueTWic ar's +N ilaly MY Wi m •i UN, follwp r.ylrr.,w,W PERCENT Q WlAR� WM W oarw apT.pa< N wnlPe•sl d uwl..d Nvr > e.had Ll tN prrv,l a wort a w awlF• . -I W rot mar. w n Ien WW M ¢uraaarn wnn AASHio TaG r A5m a51. wMn LM ap�wat• I• carnPo•.d a . Ito lOrwa rock, U. pi-t a w.a a tM III, P. MII W net mart thn W wM W_ M accardu,r Wth /J3HT0 T9G s A!m CI31. Fr¢taW Few• fVhv, t. Ira..l N u..d, M I.mt 50 pwv,l, I wlpht, a tN matwtal row..r the, W Wes. 4 N.v. fro„ -h.toMNls Neu Nmt eti fractwed tau. rhh adlr Elwll LNPMN- HA -II Uf A PPr , M w•qM, a tN matrlel ream t- w No. 4 .Nv. iron d, •t-API, .MII aaelat M tMn ad/n Napa[d Nw•. oe2ifrf'owieral ..IrpFT PAv nFRr GENERAL• All reed work W Pw'. NMt commas b W latest dHbn a lM Vrn,wM A-, M, T___'. ltvdad Sp¢Kkatbe tar rmalr,rctlori. 7201 w w apt �FOIIpNt��,,,, RECEIVED NOV 13 20% pity of Soe Burlington 02e20 _ FORK INCLUDED.T TM Cwr Nall W n•pwl•Ibk fa fYM prad:g, lap.dl.•p, ••wkp, w •.tabll.ldry a N•allhy prow udthN tM cmtrat I- a r dlr.cWd by w EbapFwr. RrfarMlm "I Dear wltNn T bye d tM thm tM work 4 r'•wV W r.c lw tepwil. GRADING AND TOP501LING AND .URFKE PREPARATION, rpr'avw WM. rrykvd, as W W lYd•Fad with Iwp.Ml Mall w cbawd K tll .le.w., d•brN orN pp ! W by IN, rvbb4h, A(t.r as Ia.. W.n brwa.t b over .,,bead. ad tt � t�T-1 NMI cat W hwl•E�p»r�wvWd tlnvr a pzlu F, < phi u,ay, and Noll W Isft F a leer ad irlo64 randltbn. All Ica u call W frr fran wbwll, pawl, roeW and •law•. Tw.all •fall waive a wfam wpikdien d fw-tlllem, IFw, prw .•.d, and rrnrkM1. wry mKMkd aper>bn mpy b• uwd witch WII pa.• tM IYrw>tww, f>rtlne>r, «w N Irarlch, a ary carrlWMbn d lire F ekwct cmlal wltF tM call all wNch mrW tM ePPrwtl K lM Crglrra. FERTILIZATION, TM f.M114r NMI baf-111W vti NMI wdorm W tM d lD, OlmW lW d w EStos Fptl Lau all 11 lM 94adad. M OffkM A.wcblbn K AakulturW Mn4W. Dry l !silIf rot u..d, Mall W faN.1W F aW w p•W."IY Iab.Nd bai. u.dFp Xa po,wW ah. M X, 100 pa•darcp•d f.r411r NMI real w rr..d. Dry f.r411or tNMI wlaln rol Ir. pa.alt nib.pay M rrcal Ot'a.Pflots, d If tM t F.r.ra. petrh w Mwll W *ww N LM rats K x0 Bawd. par a[rv. IN, fatllir uW I, I4u dry faillltp, Nall W Ipp11•d F 1.2.1 rotb wtth mFFwm rota W KIYda 50 Bawd. d nitretry 100 o_ pha.Pl,aW, and 50 pwwd• K aawh pr err.. TM I.rl..Wv .Nell W a caknk a Mlamttk woad IHwlw .er,edNrV rot Ia cal m K b1a1 (rdc.m > rwlwNvn) ,l.rbaMr. TM I-- wdwm b w ewylrananU d tll .ids old r.erM rpukrbw all b w st d. d all A.wclatbn K Offk41 Apr.j- C 1.t. TM Ikrw•tww .fMl W Ian4Fw h 1 I.al,•.alw ad Iv bbclw bop. rot .cc.w•g IOp pa'rI ah. Cakw a� IF+wtam .MII rot W ecc.plab4. TM IFw.faw hNl w aPpw d a .ats N I tm p.r eo-e a dMaw. PNINIrd .rl. 4 rsrarryrWw. SEED MIXES' TN, ywlFk 1. ,I miar b W All— m tN. I eJwl a+ .ldirdwd F 9wU 01010 d tFaw •p.c111ra4arv. All m4r fa tN. _j.d aw avdlab4 iron L.D. Qlwr s.w Co., tFroual local N•VlbNer.. I:rlran tole LW. U. S.w f B„ w.ldl pW--eGf C l lT.SOt 45 C(w F«cv. (Va. Bl1, Panlvn r ) 3(2sz 3Ts Xaw.41r 5lwpra• 31.25f .T.S Wlntr llady, P.rrrrbl Ry. Ga (Va. wh r PwMH, MaaMtm, p Mnlla rvnlw) a� 120. 9wak Mle LW. Llw .wd f 0.-1.•" �dGf T,,III c_.P 44-ZD Pwd F.ww 4).0f 20 dl Frcu. k.a 2 Rwtap W 4,1.- LA. Live S.w x.oa x Cr N Rw F•.cu. T..Oi 25 X+lt.cM 51u.prr. II.Oi 16 WklrM, P.rwnbl Rw Ga (Va. PwrlfH, MallMlm, ..r114- Yan4.) k.0t i all tow Glewr w.of a tapNad 100 IOPs All •W Noll rrel .ecrd 1f F er.w cantrl. A puavld •tatsrt»l d wnPrttbn from w dwla mu.t w wbmitw b w Frrv.m fa aPa..M and W app'.v d pia b wmvrrcFp udUl ww.g aprdlww. After w ...d liar boar capita, Own as Mall w IlphllY rukw b mN .W MU w call pd roIW Mlh o Ilpllt-uwlpN rolls W tM .K4fatbl d tM CrgFl•p. MULCHING. Withw 24 loan d gpllcatlm r fartl... IFn. ad .••d, IN, .orfac. •hell W mulcMd wnh It Iles mvkh. 11Mh NMI ra»4l K mead My 1'/oPa'lY h« frwn rwnp prow, w..M, twg., .1i p KM d.l.tsrbw nlal .. It .MII w Ito hen rd a meld pd NMI W sc.pabls W w Ggkwp. sp. IIN by mwimkM .9-"N Mob• mom w »w If approved M w FM•vr. TM epplkdkn d rrlYlrll NMI W rtWe F a b. that lane. b twck •Pat• a. evoldw. WM d«.md Wray, kh Ni l. w xhorw W a lyht oao•lt d brwh a trw braehr, P.• d •ti.•, twH, mtevg a Kfl1r m.trod• aPprovd by tM EgFwr. WATERING AND PRESERVATION Q GRASS COVER. All ..•des ra .boll w ,wtsrw w rvl.k1ldW W [M .tllKztlm d tM Fu`pI'+r. Y.ithF two a,..k. alto w ors. Ile• cam w, .ry era whr• a.•• ..sd Ile• rot pwmFMw popwlY p W1wr. w wfac. b taw ulaM.e p brlare Fad way, Mwll W r.-.«d.d r wforv. TM rR•• .over NMI W tn.patw apaw by tM Dlt•rr ad follractp durkp w math d Mw ww... wrplKlarl K w Ysk. Airy :.a• rM. irr. •.w b rol prmYMwd p ly r urMry w wNa fr tar, waNwd a da.vg.d w rlY say .FMI W +aP-w ad rv-.•ww r wrm. W300 YIORF INCLUDED, Wok d tN...cthv MWd« w foolMH ad I." K P_ a rwlaw wXnts ad rvkdorclnp .cal rp ell Iwk .dkold w contract LFauFp•, r•wirw by caw 5pwlEiwtb» a IwlMtp •pwlFNd W w Ery1rva. MATERIALS. TNI Cwnrat> MII wbmlt 11- 10 des• d 110" of w Cm Vat, e bt K NI matsrb 1 tNit Ni 4 PkIl" W t.. I" wIN wort K mawizturw. w w rrmr d w ww.l. wwllr. ydwry m aM.r4k pr.c.dr tM IMw maWrbl F WW I ,, d, •p.cll w Catrzbr WIN W r'aYM'•e W funli.h n.z.•aY •arawr •lop rouks, 4W p r.PerW b w E.gkwp. O iroWftutNtN IaIPa..d .Wctaw wpm+dIc.n+IHt Mvilb.a ebtakl•d from mly aria •woo. b Mall W » arc ly fa Mt wnaals W awpa a mlfartn vela. FF. Atir.pats, Sad fa raw M. urwk -I wham W ASm 5pwlfkdbn C33 N •MII W ranr0ord d c4el, hrd, O.e'abN, Irlc.alwd, rwllrtl troll, h« Iwo Nn, Iwo ad <Iw. Caaw I.ptr.pots• Ceaw app.pde Mall W cl.m Brawl p w•Fwd •tons cmfamFp W A.m .P.cnl.aum cv. ITZFwn top. aprpets fa well., Nrvc4rW .lade, MM-m-prole, beam w CNlrryr MMI W 3/4' malknuln Mu apr.pd. fa dM wctk' lNck vd tFA.r NMI w [aYN p,N, IN4 ap�.ppt•, accordYg W W tM above, Mall W u.w sxupt t dl raw by w Wklr. CONCRETE TESTS 4 DESIGN OF MIXES. TIItkg d CwXnW. Th, Cantnxtp •MII /wnl.h b w L,- M N. can -, sly .anplr d eawvW ad/a K tM F t Ygr.d4l.IN,ww.l., upon rsy.< a r .pwRlw allowAll. cats mad• M w dkatlal K w Erg.wr Ndl W prfwm.d at lM CaMrpclA" wprwe. TFrr (3) ,Ir..k. a rrlor., F wvaa. K lM tFv veto tM pbalrg d all ww.W 4 .Yp.el•d b b•pF, w Ganenacta •Nall K- w E,,. .r r to w w mrr.W FrwlorW. If dksctd by tM ErgF.r, lM CwN ¢let WII MI1.r •anp4. W •ah Iberalary « w Ggkwp nwy d•.IpMs b p•Mnit tM nlaklrg of rru.wy WW Dv kg w poorer K wok, f4W w< cYltdp. MMI w nwf. pd curve by tM Calf -tar F oc.ordmc. with ASTM Steeled CSI a AASHTO T23 ad F IN, nwnbp K Ica ban .ray pan' p Pat thr.of. TM fw (4) cyl,d.r..fMl W lokan o lot o two (2) dlff-. t tkrwa dakg w pw. TM Cmkactp tan MIN.r tM cY11M.r. panptly W wch faMkvp IwaataM' w tM DpHa may « drlpMs. TwtN d cYlkdr. F w la-ra tan W dew F zcadma wllh ASm 5ledad C39 a AA3NTO Tn, .Irmo W.ts •MII b sleds by w CwN - r dlrww by w Ergirwr F ocwrbss Wth ASmtedad 5C143 a AA5NTO T Slane NMI W Wtwen e aw (I) Fen mkVman w iw (4) Him maknwn. TM Cant- will W rsWN.d W fuml.h Ir .twdad Hump caw ad rod b W kopt m tM Job d all tFw. Slallp. •MII w taken by tM Cpnuoctr w wlw«w Dy w d'iW..r F oce>tr>a. Wth'SNdad tMthw d Nn ,, r«e I, Cm.l• y K P-- Cwrwnt Cana.ts,' ASm d.> - 0. > AASHTO Till, 51ump WW •Fell W noM m verb batch veld. AY wnlwt d tlr rlraF.1 A- 9 •toll ales W ec' hid veto w. DN I as tdlm F zwdurt wnN ASm Spwlflc gl C231 > AA3HT0 T 52. Dlplkos rvpa4 m all cats Mall W wbml<w panpllY b tM figxwr with atoll t.py pekg dlrw4y b lM tanvat>. TM Cmtroctar, F w Jmctim with tM Eigb,•w, Noll ratify w kdapendmt wtIN labaatwy it ka.t 24 ho..v. F M.., r W apprwFwts tbm• (wltFJn 2 a 3 _- PI-1 far .ah aw whw a cat 1. j_t` TM C.nvaw 1ntl1 wbmlt w..k1Y r Ir W tM ININI r and kldeP.nd.nt IPtarY m btal grant K cancrsts plow dv:g padFp u,..k, a w "-N WM tM. k ay gw.tlon r b tM yNItY K tM cay.W F tM •trztm, tM ErgF.r nwy r.rytry tM GlVzlar, K M rprlw, ts ha.. WW mad. by m �rww .'d.Prdr't Wtp oN F.p.cabn ImpatxY. swcn Wt.lp NMI W F ecrnrdaY wlan w 'Stedad 1'4Ua1• d 5_e _ F -> v w KCmcr•W KI s10, r mw W r.rylrad. TIN, lrr�qp Ce-M f.a. ::4vfrGFl ,II W.Q' (ASm «i CA2 p AO T24)pChwWwA,:. puW TMw11ty d tM wrcr.4 rrd.r tM beta .MII w thiv.n t piI—, ad I—oruptaa..hol W r.yMwd from tNI Erg.wp. Carl _ 1_1 W nl..t -o- K tM CanVzt downml. will Ica b W rglaad ,l w Cwdrztor'• Bowl... DRlal m4r will W --,I far wen type d wra'.t. ad m Fd.Prdalt WtFp Wilt, zupabN b lM EN lk will W dil4.d b aroma'. ad r•pat prep..w drill mWr. I'fep will W wtii knw W .It1lr IWzotory Wal belch p f4W r .t. nrykw TM Can4acbr aw� - tM�t w r+ylr�an�arb d Kh 2...' ra..wl4e Mtn ad r.pw't• d mN M.la. wnI w wbrnttw to w bakl..r /er appavd. Clan A rawtts NMI w d..lpwd r a watMtM hid. W,ri'•b mN F caMamaca with IIY -pt•d .fadarM. All malrM. uwd MII w w proportbrW s b I, d a uwll-prXX Ni, d Nth a 4,1 1 P maFwrn wpkdxlnv MtM1 « .pwlllw 20-day comprwl» .tr�gLM1 K 4,OPO pN. nFFwm Drool rmtsnt Mall W SL/ Its. M ebic Yad wkh a maeFvn wK.r-wrrlt rotb d O.b. AF carlwl NMI W 10-dw C1a B wlcrvl. NMI w •t,atuml warvW with . mFFvin w.wrv•N» •Wrgtn n l,600 pN. MIXING, PLACING, CURING AND PROTECT1014, M11", pI.N, w ad pow4an Null conform W r.rVk'arrW K .tadaW r li.w Indar 'GrwrN•, lhb SpKNkatbn, w b •4Pulallww K N4 .wtbn. b,". P_" cala.W, NI dMrl., we1�, rear, H, as b W rwror.d !ran w wa W W -ow by wwsts. Do not pa c.ncMw m lraerl prel.d. C ,,, Non w lhaaghlY .a.waw daFp pap oppdbn and .hill W tivw_. a,lY wakes Fb wmra w agl.. K fam. ad a>ad rvFiwvnrrt by u.. K .veto.. Vibrdar. atoll W .W b wnpzl NI racrvW, bd M .sill c r.t• I• F flyd pa. ENrvw .a..hdl W 1tI l b di tfat wa..W I,L W w.fullY ad Lha.IrphlY worked Fb prl f th ill _', It r tlld uali.tap 111 .rd w Wkg paywdlcala b JeFt cafe tfyarph whkh It .elyd•. Vlbob. NMI not W caw W mom. wr,awW. Cww.ts NMI W cave r folio«, Norlranlal wfacu Non M.v <urFp ad ..byy t Bawd apples. Noldkq form. F pbu will .orvUWW crrrbrp, f Itw fawlx.W a ppiripE r dlncW. r .p.clfl.d, wlrr.Iw .hill a kr.nwbtslY caw It NMI W lM Cw4rals'. rrpaulblulY b pawl I.wh carlrraW /ram irap. OMdI• K aav�klp, krubtlm ad M1a'a•g rwNY plecw re.lcr.ts F vela uwoM NMI W rvl.a.a Mtn w blabwr ad NMI w wbJ.ct b N• mprartl. Uw N admlXWw., alotbn N .atro wort, FwdFp d mM.rM., bpraM pr.padbrl, prniwtiw .ay.rkrp, Ilwlwd rcla•Irr.•, cat ad fans r.rrlovW la wwt� caarN.q NMI W r avUtwd F Rronnlwdw Pnctlu far Cob 1'r.atM Caw.lYg AG 3D6. 11 mF.rvn lrrq.r.Nrr a wwlll.d F TabN 1.4.1 d lF4 W W.P. call tM Cm4s:brf . lM GVtw•r thrt urv+t> N,II,atbk.w Kt K LM r.ryir.d M des Nraglh. TM Ca -NMI and VnppW,ra -IY w aRIFw F Prwo.w Ravrvnwdw Freda f.r Cold __ Cwcwtkg KI %k. F NA _-, trrwrw4r. K I wNY renew.. >MII rot M abw.d b ., i ab-F, ranfomr.g W - %s. 03Wla,T TM Calrzla NMI .awlrv<t -1-I wrw.ta madW w bap rrwow b LM dl, R " d w loratbrw I,NX l m tM CmWzt DraoFp.. All pr.crt r w-W cmavts-N,..atbw NMI rMam W w bwl wrvlm K tM ASm sp«Iflca4aw Ul0 p M.HTO Ml9l. TM IaetYr may W .KM u4tM1 at-F-pea, wtth Cbr 9 <arla.4, a prv-rat ad Nell csd.rrvl b lM dkrlab+ Ydlydw an w paw. SMiw. Nall W ran•Vaw wtth Clr. 5 wlrN., r M{x.d F lwtbn msao d tM4s 9pKNkatbw. F.rt. far .rv' madlNr MMI w r Noun m w plow ad dstall. ad Noll W rawlrof had Wmw brkk ad mortar p, , t 'I N d tie .rp b which tMt Y �Mnwit �lY FI.W for CNkatbnNMI- W ao1uP1 ad awn. A Vvctbl d romp Mwlwr mwt w w+W cat b u,olw4al wrk. 11 Awry Oak• F mallwlr .MII w wvlpl•Wly r,IpaF.d W lM •a4•fa4m d tM E.gkwp a w RlH •1rvcWr..Ilarl W ranov.d ad r.Wllt. All manhilr NMI w pwW with crt-kal nlalhilw frmw. all roves. r .pwiN.d I.da S.ctim 05830. All -IN,a ary b W provW.d rolth rapdym.r pdypapylrw Nap WN prod. f0 N4sl r.Irliarc.rnrlt. TMr .t.p• WIII Iwo a mFFMn MII-cat S,`-If KIr.To rlrr. T b4. fa N t NMI wl/am W ASm Spwlflcdbn Ctrs p AASHTO Mwq. TM pr op.nFp F LM pscrt rt»loM rlrr NMI Mrs a frt-F-plan Nrb4 9-t pan .grlwWl IN- w Or Htdlatbn, r alaoravw by w I!N_. J Wtuwm madok rl•a..Mll W .oft BAyl J.Ft • ,W (pop• fells). TM m W cover rrw.w• •Fell W rl b IFM wall mIY afl� w W« .awe. pwlrq b Wr ranpl.W. Malhpr Mall W wwWcW W prod• wkh Brett eeriest. rl..r rkp. All mmM4 IIK W r I la• NMI wAwd All YriM and cat wnh alpada64 Iavl. pFvwt brkkuark Ip wst <er.a.W nvdalr NMI mrt tM rwykwnpla d Swlbn 04211. WORK MCLUDE0, Still Fcbd. tll w Iwu.wy W wpplY ad Pit - III catch bH r Nwn m w Cwlrat DrawFg.. TF4 b Hkrda .eraatlm, bockflll ad MI dM r.ykw apral4w b pWr1Y Hbll w catch M.H. Catch biro NMI W carwtrvctd K rNnfaad wsr.t. v I Noll W _Wed with al Man hunt ad welt r Yldlcetad m tM Cwlrat Roukg• w a •pwlfiw F .wtbn 03550. Pr.rat r4r. ad b. tlww .MII wnfam W ASm C913, lawt wilian. Franr NMI W br•vpht b rw• uX4l part wrrvU N.r rkg. vd NMI W w F a NII wK mortar. JOM. b1ar.•rl plow ad Nab bF bow rdbw NMI w waive wn.h cad. fa qpn X' F dbrl.Wr a .mdNad wtth cwilt meta Ia P,_lair tM %' F db.v.tsr, rrodMd m w HIM ad wilt w Mth a I'.a"Y caw K .ear. mewl: m w wtNM. TM 4ZN burr •MII W ..t W Ito rw. m1Y altar w tar rourr -N b byes cmg4w. HOICK INCLUDED. TN..wtlm rKaH W tM rM.rbl ad m hId rowrMaevrts for d motto on block a brkk nmry cal. ado tN. rm4act. All mo.Prr cats .IMI W bid F matte « d..cNbw F lN..sc4m, ml.r .p.cl(I.d dlwrvH«. MATERIALI. !lotto u.w F ma• y rau411<tbn .fMl w NphlV plrtic with Nph wdr rvf�tivttY and .htll wwl•t ,,, by Ydurrw, 1 pat PON 1 Crnml, I/2 pot b 1/4 Pat fVdrdwd I" putt, ad 2-1/4 W 3 l w cam d tM wmm. d _t " I.lw WItY fa cad. n.vta. moy w w1u.e.d .IWAIY fa ,uwkablllty. Cp.rl, SIMI W o POMIad C.rrlrl f Mtwrkm rrmufati. , ti d l.g W w d otcebr>rpord ASTM g4 IF - CW > MSrfTO MYa, T_ 11, >y tM pd W be LFx. Shill W a dab4 hydrvtsd, Nph S,wlckm IFv, wrfampkg W w IaWK rwl.lon d w ASTM fCM1-59, T- S. LFu ttY NMI b< a >lIff mMu. K Ilm. ad ul Ilydbn azn I40PK INCLUDED. TM Cwlrzta NMI -- ad H brkk - veto. .dkMwa m w Pbw p dMwctsd by tM Ergkwr fp cawtructbn Ip fluky d malw4 FvwW and ra wnHa »r. .rod. F ma Pgra[bry tra• WIN wk•nbto Ill Y J. I Ickwork -11 bs -,I WNw aq la.l..fMl W r cb.. r practkwk. W brkk rtlpemy NMI W bid F w}r oar NMI all .wl� W tllared b Nr m p egad Dry brkk y atoll It hs «t > lot 24 hou... Na mrwry WII W lots F -IN ralNli,M. TM brkk a..d b .awte.r<t mars• FY.-t..fMl w awd, wad, hid and wramly bamd, r.pala ad fa•m F .Iwo. ad Nw. Drkk la 1purpaNMI .mrwm b ASm • clflcotlm C32 a MSIITO M191 I-Pw•t wrN- K, ad Noll w Wall 59. bkk mrary No11 W bid F Pwllad c.rnrl mat: umpord K w port Patbd anal w 41ra PW d •rd, m -h b IX,vel,.rrw, b wNch rot nor• tM a pond• d I.m .IMI w ade.e Ia azbat K e.mwll. TM vlrwn •!well W .a.rlf4e F swabs o3300. wKwr r> mwaa M.an W u.m ad mly a gnaw. wfiklrl b p'adu'c. a wakabl. malay .hill W u•d. Mates .hNl W urd wtthF caw Ilolr frwn tM tFi. tM c.rrwrlt ur.'w wdw b tM mla. TM card fa motto la prkk mmYy .htll W wf-IY praMd, c4m, Nvrp ad wlaF ro OWn. lap•r tM MII pr. a I/O Hh nl..tl wr.Rl. 1•aRlc INCLUDED. TM Calrzta .hell Hbll nvlM4 Irnr•. ad cowry r avtl.l.d ad A 4mtbrw IMkdw m tM pWw p w dlrww by tM Egh.p MANHp.E MIAMES AND COVERS. Malo4 iwlw. w CaNat Draww raver• .IMI radwm b .tad:M r drgMwa m M . Fwrw. ad .er ro NMI W d W.Y, oIIt Man. C tkp NMI w tr» PotWnl ad W*"III— I.wr.g cafe« d lrvllo4 /rant ad wr+r. apalrra ah dM .ton W _NrW b a» cark.luou. cmbct thraghwt tN w . clrownr.rwr. All Iron a<Fp .Fell W Mp0»NY clbwd N LM IX, t 1 with Fat to W- WFp Mllvpw. Fran.. ad raver. NMI M NaaMt L�•rl, a m ae0ro•M wool with madsl rvenwr. r d..Iplow m w Calrxt DrauFt•. natwl. cover Na11 W r.lakwd '..urp• a typ. ma.M4 •mwn' r MN � M plow a « rayHd W w Ggkw•r. -per CATCH BASIN GRATES, Catch bmin Qro NMI W > drlaM.d w tM Ca+troct Dwr.g.. CLEANOUT FRAME. AND COVERS, cl-A Farr ad cove. NMI W d la,ph, Pw rMK claalwl hm •eel wwwr. W p wch Dior NMI w m . T b aie cmlFueu. wlal lh-aglaut wF ckcunr.rwo.. All Fan crtFp. Mall W ti pw"Wy ti. i w LM w>ta 1 wth Nit real to tow W.g Mllwr•.d. 0f200 FOORK INCLUDED, TM Calrzta Noll W rupwv161. fa iuml•hbrp N FNa11Fp ell 4tbn K lM typr, tNrbr. ad In tM brdlww r .louver m w Cal4act DrooFp. , r r.wkad by w Fartl'l..-. RIGID RCULATaN• RqW paw4 d r ,Xd I pNYNYraw F.ybll.n NMI W fardNd O, kwiMlw, F w 4Ncla»w ad F lM Iarat4rw r .Mwl m w Unlral a I Ron li IIlI d fk >pNphl Malt - Ipo v"I� b a HgNy Daw4 TM Cal4zW .bell pwlM and mawtaFl, tFraplwl tM ppJal, prupl�l• wa.rry dlroctlm, aq e.lw Him at all clown.•, Ftsr..ctlelw, ad tlarg tM wwtrvctlm ad Mteur root.•, dkwctirg tM lydik wnwl awnd w cla.•d paUa d tM thrwglovt Ito attMk' .nibs 4rgtll. routs a warts .loll W kdkaw c4aly All baNcod.•, Ir'rnFg .Ir•, Ilpl'4•, tRrwa'ay .loll. w Dill pal.ctNs dsvkr Nt cadorm wnh w navel m IMfaml T-T. Cmwl C.wlrr war St -I, pd iphuay. publ4Md by w us. Govarmrl P,htN l:X 1 . F w s wl cat w C, l 1 Il mpwW b cat by tIN, ly knoll orb I r&XII,,eln prwwd b I vWwc totalled iN, rrlpds all W cwl tMvf NMIW dwuc4d fran w madr d.• w callrata. WM wwVatbl I. •u•pR w far owl' ram, tM •-- Wn'Md.. ad .ipw NMI W rtabll.Md m a .rnl-prowl b4 and Nall W rvf4cfarlew, hrWIW, orbs drew by w &V-. .aORK INCLUDED, Work d tN...ctim P.rtobw W IN, c - w cal» burr b W dillfsd mill rlwl r ram.wcw wd4rlF«, M LM bca4wn• .town m w Cenral Dr N, a II dliwWd by tM Epkwr. VALVES, Valor S' W 12• F 0, , NMI W rvN14nt-•.des pats vM -IN tll ep0k r.prFRrrd. d - CSO9, r maofzlr.d by tM Cbw Capaatbn epprolsd ... TM r.N14M u'.dt• NMI W prnl II, badw b 29 wmet i.T1t D4t.g far robber mdM bad. Vow pratl.r tM 12' Il d .MII w dw bw dN paU I tkg of pwikwls r.grWnan. d AWWA CS00, « maMalursd bl' Clau Cwywatim a m app_ __l All Mvr Moll Few rvr-r4.g .true ad apes 4rt. All valve. "I kors nl•chmkd m alaaadar with AL.WA CIIO. A two F N ANNA W-it" nR NMI W A T-Mndw wrrah .etsrdlrg a m.lknan d 24' ad a rnaHan K W above w Brad NMI w -1- b w 0, W ep.l all vdv«. TM minFwrl wakFp pr.rV. Mall W 200 pN. TM CTMabf NMI Boots. rlwraUra-Y cwalfkdlen d rtNfzlay hydrrbtK t«tkg K 400 0.1 with .Mt -elf tat d =I phi. Thws .hill W vp-o (0) I.tlrate (bubb4 IVA) o w 20d phi Wt. Vdw• W W caw F rt tap pacer ad w Htalr, met W wprww by w &.- Brio W Htallatkn. VALVE BOXES. Val. bow a , W W Mfdlw m MI Mod .alv.. TM br Mau W - Imo wnh a -.- 6-1.- dbmw a 1 b'b rl•'gh b -XI Irom tN, vdvs b fFh d prude. TM boor NMI rsla w ep.rdFp rvt ad LM NwffFg b d Ito u VNw Wet Moll not -f- lave. Mo LM cal», Covr..IMI W cbw fm" ad dot tght wnh tM top of tM <av+r m4 with w eve d w b rF,. Ceva..IMI W mmkw •wow' won ar a.wa Fdieawg w dk.ctbn K tM apriq. vow bar_ .hill W monufalasd by IN, M»Ikr Co., a an NPI-I • l RECEIVED Nov 13 2006 City of So. Burlington I J C` _,.. ♦__,�,,y�E,Y, C -- _ MOUNTAIN VIEW BUSINESS PARK- LOT 5 KEY BOTANICALNAME COMMONNAME OTY SIZE REMARKS TREES AC Amelanchier canadensis Shadblow, Serviceberry 10 2 12.3" Cal. B&B, 6' Branching HL (Mn.) AF Acer rubrum x freemanii'Autumn Blaze Autumn Blaze Maple 7 2 12-3" Cal. B&B, 6' Branching HL (Min.) AR Acer rubrum'Armstrorg' Armstrong Red Maple 20 2 1/2-3" Cal. B&B, 6' Branching Ht. (Min.) GT Gleditsia triacanthos Shade Master Honeylocust 8 2 12-3" Cal. B&B, V Branching HL (Min.) PC Pyrus calleryana'Chanticleer' Callery Pear 20 2 12-3" Cal. B&B, 6 Branching Ht. (Min.) PGa Picea glauca White Spruce 8 6-8' B&B, Full PGb Picea glauca White Spruce 4 8-19 B&B, Full SHRUBS CS Cornus sericea'Baileyr Redosler Dogwood 13 30-36" B&B, Plant 36" o.c. EA Euonymus alat us 'Compactus Compact Burning Bush 108 24-30" B&B, Plant 30" ox- U Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 5 24-30" B&B, Plant 30" o.c. IV Ilex verticillata'Red Sprite' Red Sprite Winterbeny 16 24-30' B&B, Plant 30" o.c. TO Thuja occidemalis Dark American Arborvitae 17 5-9 B&B, Full MOUNTAIN VIEW BUSINESS PARK LOT 5 South Burlington, Vermont 131 C N u R C M $ T R t E T BU R'. NG r o N, VT 05401 *Ea 802.8610098 Pox: 802.86 S. 2440 www. 5EG RP. COM P� pizZagalli Developer 50 by Rive Saudi Burlington. VT 05407 802,651.1315 v4i�_O N. M S.W., P=40' OnR 11.07.06 t By: Ch.dt.d By: MKw ra PLANTING PLAN Shea; Number LA-100 ProjeO Number 062W Fib' NOTE: EXAMINE ENTIRE TREE AND REN ALL NURSERY TAGS, ROPE, STR SURVEYORS TAPE TO PREVENT GIRDLING. SURROUNDING SOIL SHOULD N( EXCEED 80%COMPACTION, ORA WILL BE REQUIRED IF COMPACT SOILS ARE PRESENT 12" X 1 1/2" NYLON/COTTON WEA TIES WITH 3/4" GROMMETS 1/8" 7 X 7 STEEL CABLE FASTENS W/ (2) ZINC PLATED CABLE CLAN COVER GUYS WfT OF 3/8" DIA. S PLASTIC TUBING. TURNBUCKLE, EYE d EYE, ZINC PLATED, 10 5/8" OPEN LENGTH,: THREAD DIA. INSTALL W/TURNS IN OPEN POSITION. TEMPORARY WATERING BASIN (3) DUCKBILL TYPE ANCHORS - BREAK APART EDGE OF EXCAVATION WI SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRAD UNDISTURBED GRADE: ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE r V-6' ,• AS REQ V 11-6" NOTE. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING. OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS SURROUNDING SOIL SHOULD NOT GROWN IN NURSERY. SLIGHT EXCEED 80% COMPACTION, DRAINAGE ROOT FLARE SHOULD BE EVIDENT. WILL BE REQUIRED IF COMPACTED ROOT FLARE SHOULD BE AT OR SOILS ARE PRESENT SLIGHTLY ABOVE FINISHED GRADE. NYLON WEBBING 2" WELL COMPOSTED BARK MULCH FASTEN WIRE BELOW POINT OF—� CUT AND REMOVE BURLAP MAJOR BRANCHING OR TO MAJOR FROM ROOTBALL OUTSIDE TRUNK. PLANT MIX 2 3" HARDWOOD STAKES. ALIG .3 PARTS NATIVE SOIL STAKES PARALLEL W/ROAD/ WALKS .1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF COW MANURE PREVAILING WIND. RE DETAIL E/1-2.0 ALL STAKES TO BE CONSISTENT. FINISH GRADE TEMPORARY WATERING BASIN FILTER FABRIC BREAK APART EDGE OF EXCAVATION GRAVEL W/ SHOVEL AND BLEND PLANT MIX +'4. 4" PERFORATED PIPE WHERE W/ EXISTING SOIL TO PROVIDE MIN. TRANSITION TO UNDISTURBED GRADE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN. UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN A EVERGREEN PLANTING %� TREE PLANTING SCALE 1/4" = V-V p-evertree.dwg U SCALE 1/4' = V-0" Tree PlnntingAwg PLANT SPACING 186 ALIGN STAKES PARALLEL W/ ROAD OR WALKS 180' PLANT CENTER PLANT ROW EDGE OF WALK OR CURB ALL EQUAL OR AS SHOWN ON PLANTING PLAN WI ON $PAC NG V rtOW'K PUNT$Ma FT. 5. 0.0. 51W Ow 4.O.c 415 OAT ]TOO 51w 0.12 w O'c 2..— 0.1. NOTE. WM —OF SHRUBS—SVACRIO M NOTED IN PUNTING SCHEDULE, FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE C SHRUB PLANTING SCALE: 1/2" = V-0" A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILNG WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120" 120r 3" CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL O 120' O W/ ROAD OR WALKS EDGE OF WALK OR CURB C. TREE GUYING D TREE STAKING LAYOUT NO SCALE c RFc�II Nov j `, Zol of So- slirlinl MOUNTAIN VIEW BUSINESS PARK LOT 5 South Burlington, Vemlont 111 C H U R C N 5 T R E E T B U R L I N G T O N, 11T 05401 nu 802.8620098 F Az: 802.865.2440 W W W. SEG RP. COM PG pizzagaiii v � M v• r L I B., 1 1 0 Developer SO by l— S—u B.Hinpmn, VT 05407 802.651.1315 Sale: AS NOTED Date: 1101,06 D—By: MKW Oh.&l By: MKW RIMRIons: rd. PLANTING DETAILS Shea; Number LA-200 Project Number 06260 il., 1-2.0-RaltiND—il—g CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 November 15, 2006 Pizzagalli Properties Bob Bouchard 50 Joy Drive South Burlington, VT 05403 ` Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 November 15, 2006 VTra n s PO Box 168 Essex Junction, VT 05452 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 November 15, 2006 Technology Park Partners 30 Community Drive, #4. South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. llmelexeu peiaun� y,maeu pauy status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this 7th day of November 2006. By Peter E. Keibel Natural Resources Board District 44 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibeL@state.vt.us PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Halt Conference Room, 575 Dorset Street, South Burlington,. Vermont on Tuesday; December 5, 2006 at 7:30 P.M. to consider the following: 1. Final plat application #SD-06- 98 of Homestead Design, Inc. for re -approval to amend a previously approved planned unit develop- ment consisting of 89 multi -fam- ily units in 24 buildings. The amendment consists of: 1) a minor relocation of building M, 2) minor site modifications to sidewalks, patios,. etc., and 3) landscaping modifications, Songbird Road. 2. Preliminary plat application #SD-06-99 of Pizzagalli Properties, LLC for a planned unit develop- ment consisting of a 2-story 58,400 sq. ft. general office build- ing, 194 Tilley Drive. 3. Preliminary plat application #SD-06-100 & final plat ap- plication #SD-06-101 of John & Patricia Trutor to subdivide a 14.2 acre lot developed with a single family dwelling into three (3) lots of 7.1 acres (lot #1), 5.4 acres (lot #2), and 1,7 acres (lot 113), 40 Highland Terrace. 4. Final plat application #SD- 06-102 of Bensen Development, . LP to amend a planned. unit development consisting of two (2) commercial buildings (MO sq. ft. and 3672 sq. ft.) and 16 multi -family dwellings in three (3) buildings. The amendment consists of constructing a nine (9).unit multi -family dwelling, 5 Executive Drive. John Dinktage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. November 15, 2006 VeMMIL, Ueienu SUMMONS & ORDt,. R PUBLICA- TION TO THE ABOVE NAMED DEFENDANT: Sean Benway You are hereby summoned and required to serve upon Joshua B. Lobe, Esq., plaintiffs attorney, whose address is P.O. Box 4493, 35 King Street, Burlington, Vermont 05406, an Answer to plaintiffs Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is November 1, 2006. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counter- claim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe,that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the. plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an aitorney's fee, you may ask the clerk of the Court for information about places where you may seek legal assistance. Plaintiffs action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated November 21, 2002. Plaintiffs action may effect your interest in the property described in the Land Records of the Town of Essex at Volume 513, Page 51. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court for the County of Chitten- den, State of Vermont. once a week for three consecu- tive weeks on November 1, 2006, November 8, 2006 and November 15, 2006 in the Seven Days. A copy of this Order shall be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 16th day of October, 2006. _/s/ Matthew I. Katz_ Hon. Matthew I. Katz Presiding Judge Chittenden Superior Court STATE OF VERMONT DISTRICT OF CHITTENDEN, SS. PROBATE COURT . DOCKET NO. 31719 IN RE THE ESTATE OF EDMUND L. KOEHLER LATE OF SHELBURNE, VERMONT NOTICE TO CREDITORS To the creditors of the estate of Edmund L. Koehler Late of Shel- burne, Vermont. I have been appointed a personal representative of the above named estate. All creditors having claims against the estate must present their claims in writing within 4 months of the date of the first publication of this notice. The claim must be presented to me at the address listed below with a copy filed with the register of the Probate Court. The claim will be forever barred if it is not pre- sented as described above within the four month deadline. Dated 10/25/06 Signed Caroline W. Koehler Print name Caroline W. Koehler Address c/o Perry & Schmucker 110 Main Street, Burlington, VT 05401 Telephone (802) 658-2675 Name of Publication: Seven Days First Publication Date: 11/08/06 Second Publication Date: 11/15/06 Address of Probate Court: Chittenden District Probate Court PO Box 511 Burlington, VT 05402 STATE OF VERMONT CHITTENDEN COUNTY, SS. In re: R.R. Family Court of Vermont Chittenden County Docket No. 21-1-05 Cnjv NOTICE OF HEARING TO: James W. Rich, putative father ,of R.R., a minor, DOB 3/20/02: This week's puzzle answers. Puzzles on page 47a. 000000000� 000000000 oon000000 00000nnoc� 651 Failure to appear may resu he court granting the petition: /s/ Honorable Family Court Judge DON'T SEE A SUPPORT group here that meets your needs? Call Ver- mont .2-1-1, a program of United Way of Vermont. Within Vermont, dial 2-1-1 or 866-652-4636 (toll - free) or,from outside of Vermont, 802-652-4636. Monday -Friday, 8:30 a.m. - 4:30 p.m. MEN'S GROUP FORMING: To read and discuss Warrin Farrills ground- breaking best selling book "The Myth of Male Power". 802-343- 0910. SEPARATED BY ADOPTION?: Con- cerned United Birthparents, Inc. (CUB) announces local peer sup- port group meeting in Burlington. CUB meetings offer a safe, confi- dential, and nurturing environment to explore personal. experiences related. to adoption, relinquish- ment;•search and reunion (or rejec- tion). For those of us who have felt isolated, it is a tremendous relief to communicate with others who understand our experience. 3rd Tuesdayof the month 6-7 PM. Uni- tarian Universalist Church on Pearl St., top of Church St., Burlington. Free. Contact Judy, regionidir@ cubirthparents.org, 800-822-2777 ext. 1, www.CUBirthparents.org. 60+ SUPPORT GROUP: Small, on- going, weekly support group to share stories about growing older. For men and women 60 and over. We have fun! Tuesdays, 4-5:30 p.m. Contact Barbara Kester at 657-3668. MITRAL VALVE PROLAPSE/DYSAU- TONOMIA: Group forming for infor- mation sharing purposes. Please call 863-3153. ©o©© Emma MGM= 0 Ron Doom mmHg nommm ©UMB noo©o©o©© no©©o©0000© anum mmoo MGM BOB anam 0m' m© ©©00O© ©©©RUMB ©MUNDO ©©© ©©o oo©n oaoo memo ©mm©m0 ammo ©m mmame© MEMO mmumn ©®mn© umn 0MGM ma©__mm©_ ©©00 tices to lite coaching to s Leaders. Develop a deeper i tion to your inner spirit: personal growth. Join us ther Tuesday, 7 p.m. for th, events. Call Alex at 802-23 atex@rainwatercent er.com website www.rainwatercent MEN'S GROUP FORMING: B the work of David Deida, C ergetics, and other awarene tices. The intention of the i. to serve members into be most extraordinary men th can be. It is for men who . are dying to penetrate eves the world with their courac presence, their unbridled and relentless love, and the est burning, bubbling, desire. The group will fun( a means for men to suppc other and serve the great( We will be working with : practices, the mind and be taking on our lives with the integrity, impeccability an ness. ,The group is not a i group, nor is it a group d( to therapy. Info, email handelgroup.com or call 9 1276. SMART RECOVERY a c behavioral "recovery" directed at various forms diction" which may t behavroral or substance Meeting on WEDNESDAY, 6 South Winooski Avenue (at City Market), Burlington, information call Bob at 4' or email BobC2me@msn.c( SURVIVORS OF SUICIDE Have you experienced th( of a loved one's suicide: consider joining us. The ton support group meets 2nd Wednesday of each 6:30 - 7:30 p.m. at the l Universalist Church, 152 Burlington. The meeting N the Susan B. Anthony Roos is on the second floor at end of the building. This therapy group; this is a group, There is no fee. PLe tact Cory6oud, M.A., Psycl Master, 802-223-4111. GIRL'S NIGHT OUT: Fun group for single women, sions, weekly activities ( dancing, rock climbing... care solutions. A great at to dating! Email horizons. maiLcom. DEBTORS ANON: 12-step group. Do you have a prob money and debt? We c Mondays, 7-8 p.m. First h Church. Contact Brenda, c or Cameron, 363-3747. OVEREATERS ANON:12-st ery group. Is what you ri eating you? Tuesdays, First Congregational Chl 15, Essex Jct. Contact t for more info. NARCOTICS ANONYMOUS: of recovering addicts i without the use of drugs. nothing to be a member. requirement is a desire using, For meeting info, 862-4516 or visit www. net/cvana. SUPPORT GROUP for Ex; Witnesses. A group for pe have . left or are thinkit Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CITY ENGINEER'S COMMENTS MOUNTAIN VIEW BUSINESS PARK Lot # 5 Hinesburg Road November 22, 2006 1. The east side of the parking lot should have a guard rail because the drop-off is 6-8 feet. 2. Concrete sidewalk standard thickness is 5 inches, not 4 as called for on the plans. 3. Water main at thrust blocks shall be wrapped with plastic to prevent the concrete from bonding to the pipes. 4. Benchmarks shall be noted on the plans. oU� a 17 el-71 11/-9. � 77�S,�uY �L/C4'Y YYUYt/ Aw/ G4vS� L?. G a G y C -�{ 6 /�/r e v oa f!< <S-�r✓/�d� V� �-'C iZ � SS � 5 Ucr tnu;►j -f-iArvS-/ ile., �s ���/� 1-c w ►-d� �� w ��� yGu6 J) / Rj O1G�fl '�! �� /7 ./-? a ✓/"S =54 // ,6Kz /-o--leel a ll 4'�1,X1`4 s�� CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VI RMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 30, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: #SD-06-99 194 Tilley Drive Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, December 5, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, C Betsy McDonough Planning & Zoning Assistant Encl. Permit Number SD- 6 6 - q i 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 #) Pizzagalli Properties, LLC 50 Joy Drive So. Burlington, VT 05403 Tel # 658-4100 Fax # 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736-737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel # 658-4100 Fax # 651-1307 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax # 651-1.307 5) PROJECT STREET ADDRESS: 194 Tilley Drive Lot # 5 Mountain View Office Park 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) T.ot 5 - 194 'Tilley Drive currently has an entrance drive, two stormwater ponds and a temporary stockpile of topsoil on site. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Commercial office building - approximately 58,400 gross square feet. c) Total building square footage on property (proposed buildings and existiniz buildings to remain) Two floors, 58,400 gross square feet. No other buildings(exist on site. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed building height is 28' . Two floors. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Pizzagalli estimates 220 employees. Company vehicles are unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Property is located in the Industrial and Open Space Interstate Highway Overlay District. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: /✓vne 8) LOT COVERAGE a) Building: Existing 0 % Proposed 4.5 % b) Overall (building, parking, outside storage, etc) Existing • 12 % Proposed 21.2 % c) Front yard (along each street) Existing 0 % Proposed 0 % 9) COST ESTIMATES a) Building (including interior renovations): $ 4,310.000 b) Landscaping $ 50,600 c) Other site improvements (please list with cost): Parking lot - $350,000 Two stormwater retention ponds and stormwter system - $150,000 Site lighting $50,000 Site utilities (water, sewer, gas and electrical) $75,000 Building entrance sign - $5,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 644 average daily trips b) A.M. Peak hour for entire property (in and out): 80 vph in, 11 vph out c) P.M. Peak hour for entire property (In and out): 15 vph in, 72 vph out 11) PEAK HOURS OF OPERATION: 8:00 a.m. - 5:00 p.m. 12) PEAK DAYS OF OPERATION: Monday _- Friday 13) ESTIMATED PROJECT COMPLETION DATE: June 1, 2008 E 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. North & West — Pizzagalli Properties, LLC 50 Joy Drive So. Burlington, Vt 05403 South — State of Vermont AOT Interstate 89 R.O.W. East — Technology Park Associates Kimball Ave. So. Burlington, VT 05403 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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 application (see Exhibit A). Enclosed I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowled e. 6 IGNATU OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION:_ tj' 13 J a I have reviewed this preliminary plat application and find it to be: Complete ❑ Planning & Zoning or Designee 1 SE GROUP 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Mountain View Business Park - Lot 5 Drawing Referenced: LA-100 - Planting Plan Date Prepared: November 6th, 2006 Date of Prices: Fall 2006 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Shadblow Serviceberry 10 EA. $425.00 $4,250.00 2 1/2-3" Cal. AF Autumn Blaze Maple 7 EA. $550.00 $3,850.00 2 1/2-3" Cal. AR Armstrong Red Maple 20 EA. $400.00 $8,000.00 2 1/2-3" Cal. GT Shademaster Hone locust 8 EA. $450.00 $3,600.00 2 1/2-3" Cal. PC Bradford Callery Pear 20 EA. $450.00 $9,000.00 2 1/2-3" Cal. PGa White Spruce 8 EA. $350.00 $2,800.00 6-8' PGb White Spruce 4 EA. $400.00 $1,600.00 8-10' Sub -Total: $33,100.00 SHRUBS CS Red Osier Dogwood 13 EA. $30.00 $390.00 3 Gal. EA Compact Burning Bush 108 EA. $65.00 $7,020.00 24-30" IV Illex'Red Sprite' 16 EA. $45.00 $720.00 24-30" IJ Illex'JimDandy' 5 EA. $40.00 $200.00 24-30" TO Dark American Arborvitae 17 EA. $65.00 $1,105.00 5-6- Sub-Total: $9,435.00 MISC. Landscape Berm Construction 1 EA. $2,500.00 Pond Construction 1 EA. $5,000.00 Entry Sign Pla ting 1 EA. $750.00 Sub -Total: $8,250.00 Total: S50,785.00 SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 19 SEPTEMBER 2006 10. Sketch Plan Application #SD-06-79 of Pizzagalla Properties, LLC, for a 58,400 sq. ft. commercial office building, 194 Tilley Drive: Mr. Bouchard said they would screen the front parking lot from the road. There will also be berming. There will be no encroachment into the Class 2 wetland; there will be encroachment into the Class 3 wetland. Mr. Belair suggested possible breaks in the curbing to allow for water flow. No other issues were raised. 11. Sketch Plan Application #SD-06-78 of Patrick Malone for a planned unit development consisting of. 1) an existing 18,327 sq. ft. automobile sales, service, and repair, 2) a 10,611 sq. ft. addition to the existing building for a total building square footage of 28, 938 sq. ft., and 3) converting the use from automobile sales, service, and repair to retail, 222 Dorset Street: Mr. DeWolf identified the property as the former Lake Buick property Mr. Dinklage noted there is a right-of-way through the property which the city will want to maintain. Mr. DeWolf showed the location of the right-of-way. It was shown as 50 feet, but will be amended to the required 60 feet for the next submission. Ms. Hinds said it may be that the right-of-way does not go all the way to the property line. This should be worked out as soon as possible so it doesn't get mixed up with City Center permitting. The lawyers will have to get together on this. Mr. Dinklage asked about trucks going into the buffer. He suggesting and east -west alignment so there is no encroachment into the buffer. Mr. Malone said they have to get the trucks around the corner of the building. Mr. Bast, the building designer, said what is shown as trucks are actually containers fed through to the building. Trucks back up to them, not to the building. They are angled to be the least visible from the front of the building and to take up the least amount of parking. Ms. Hinds noted that the potential impact of food waste on top of water is enormous; therefore, the less impervious the better. It was noted that the building would be close to City Market in scale. Mr. Belair asked the Board to invoke Technical Review for traffic. -5- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 October 5, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: DRB Minutes - 194 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved minutes from the September 19, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, C Betsy M onough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 15, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 194 Tilley Drive (lot #5) Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, September 19, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy Donough Planning & Zoning Assistant Encl. �ITY OF SOUTH BURLINGT(,.4 DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 7, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: -cil leN — f/fF�OpY Enclosed is a draft agenda for the September 19, 2006 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. 6TY OF SOUTH BURLINGTGA' DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 7, 2006 State of Vermont VTrans, District 5 PO Box 168 Essex Junction, VT 05453 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the September 19, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. 6TY OF SOUTH BURLINGTG.,d DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 7, 2006 Technology Park Partners 30 Community Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the September 19, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, �C Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 15, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 194 Tilley Drive (lot #5) Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, September 19, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, BetyyDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 13, 2006 \drb\sub\pizzagalli\sketch_lot5.doc Application received: August 22, 2006 PIZZAGALLI — LOT 5 SKETCH PLAN APPLICATION #SD-06-79 enda #10 Meetinq Date: September 19. 2006 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 15.07 acres Essex Junction, VT 10 and IHO Zoninq Districts Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\gizzagallilsketch lots doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting sketch plan review to construct a 58,400 sq. ft. general office building, 194 Tilley Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on August 19, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Reauirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 15.0 nacres Max. Building Coverage 30% 4.5% Max. Overall Coverage 50% 21.2% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. F Min. Rear Setback 50 ft. >50 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 1. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The City Engineer shall review the plans prior to preliminary plat approval. 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. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lots doc 3. The site plans shall be revised to show erosion control plans as part of the preliminary plat application. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is shared with 192 Tilley Drive. This is a sufficient access width for general office use and a good use of shared access. Staff has not yet calculated the traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. 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. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are encroachments proposed in the Class II wetlands and buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (recommendation attached). Staff has considered the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee and believes that the applicant has designed the site in a manner best suited to reduce impacts on the Class III wetlands and related buffers. 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. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. 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. The open space area proposed on the subject property is the Class II wetlands located on the eastern portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. 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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizza.qalli\sketch lots doc 5. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. 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 subject lot is proposed to utilize a shared access from Tilley Drive. Furthermore, the applicant is proposing a connection between the subject lot and the property to the west, 192 Tilley Drive. Staff finds this connection acceptable and more appropriately located than was originally proposed as part of 192 Tilley Drive, but advises that the applicant must amend the site plan for 192 Tilley Drive as the connection as shown as part of this connection is in a different location than that which was approved for 192 Tilley Drive. 6. The site plan for 192 Tilley Drive shall be revised so that the southern connection between the properties at 192 and 194 Tilley Drive are in agreement on both plans, prior to issuance of a Certificate of Occupancy for any building at 194 Tilley Drive. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS 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: 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. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 8. The plans should be revised to depict a bicycle rack, as part of submittal of the preliminary plat plans. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lots doc Pursuant to Section 13.01(B) of the Land Development Regulations, and based on general office use, the proposed project will require 205 parking spaces, including 7 handicapped -accessible parking spaces. The plans depict 280 parking spaces, including 8 handicapped -accessible. Parking shall be located to the rear or sides of buildings to the greatest extent practicable This site is extremely difficult to assess with respect to this criterion. While the building does face Tilley Drive, it is also largely visible from Interstate 89. Overloading the parking to either side can be aesthetically displeasing. Staff and the Development Review Board discussed this theory when the applicant applied for final plat approval for 192 Tilley Drive. All seemed to agree that given the location, and the probable use of the building for medical office, that the parking layout is acceptable. The layout proposed as part of this application is nearly identical to that which was approved for the neighboring lot. Staff supports the general layout proposed in this application. 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 scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is two stories and 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB 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. 9. The applicant should submit architectural details with the preliminary plat plans. 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, the applicant should submit architectural details with the preliminary plat plans 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: 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. Staff has already addressed the issue of the connection between 192 and 194 Tilley Drive. Again, the site plans shall be revised so that both are harmonious. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lots doc 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. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 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). 10. The plans shall be revised to show any proposed dumpsters or other waste facilities, adequately screened, as part of the site plan application. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 11. The plans shall be revised to depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 12. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 13. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 14. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Furthermore, staff recommends that the applicant present a plan which offers screening of the front parking lot from the road. Appropriately placed berms served as a good location for the neighboring lot and will likely work well here also. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch lot5.doc Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 15. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other 21. The site plan shall adhere to all standards of Section 14.05(D) of the SBLDR. This shall include, but not be limited to, a symbol indicating north, the location of water and sewer lines, the whole of the subject lot, and abutting property owners, as part of the preliminary plat application. 22. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. 23. The preliminary plat plans shall show all ground mounted HVAC units and generators. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the preliminary plat application. Respectfully submitted, Cathyqhn LaRose, Associate Planner Copy to: Robert Bouchard, applicant - — - — VICINT'OP 1 TORPIWATEP, POND al I `\ 11' - . . � —' --- I j 1 I II jl % ' I I c ` i i I I WETLANDS • ,/ I I , // I .. I 1 / 1 / ' r i 1 I ' , 1 y I I , 1 1 , ; , I • '.' %� ^ T-�—ICI' I \ `� —_ `T i r ♦ LAN P°'xl 1 , I ` \ f } I - 1 I I , II `. I I I - 1 1 ELEV . }M.60 `, , 1 1 �, .. � j � • ` d` \ PIZZAGAIL(PROPCRTICS` LLC'1 / •-_�` '. 'i \ F`\ � I'T7N. VIEW OFFKE PARK `� 1'1 I 1 I / ma US ` AGR 1 11 I \ ,4 --------_ ---- v L,- '_ __ ��__--�- •1 ! - NrE1R L 6.°PW �, of b '-.�_ •r�r�N 1 MAcE 11 Iu I III 'C------- `� \\ ' I .I 1-__-__'- ` i \\ EXISTING , ` ` 1 -------- WAMING, FATALLY TOXIC GA55E5 MAY CE PRC51! IN UNDERGROUND FIPING 5Y5TEM5 AND WASTE 5Y5TEM STRUCTURES. PROJECT STATISTICS IM & 6ID8 TING L01' B PRQx'. S OF AREAlAC) TO & AREA(ACl TmL A LOT SIZE SO'/ 1000 16Ar IWOI6AT 100.0 BUILDING COVERAGE 000 0.0 06T 4,5 0.6T 4.6 60A PARKING 4 DRIVE COVERAGE 0.12 0.6 2.61 1- 2.A8 16.1 SIDEWALK COVERAGE 0.00 0.0 0.0 0.6 DOA 0.6 TOTAL C IIRAGE 0.12 — 6,01 20A 5Aq 21.2 60.0 ZONING INOMTRIAL 4 OPEN SPACE PARKING 9TATI6TIfJ PROVIDED. 200 3PACE9 RECEIVE[" AUG 2 2 2006 City of So. Burlington �. --`-CLA" ZONING INOMTRIAL 4 OPEN SPACE PARKING 9TATI6TIfJ PROVIDED. 200 3PACE9 RECEIVE[" AUG 2 2 2006 City of So. Burlington �. --`-CLA" 09-�''�_-- 1 11 ; \ �; • " III i l/ WSTIANDO �\ �\ r -__- % _ - BT T�,p,D -- � -_-_-- , `.' � I , l I �. cuEw PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT ME MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS DRAWING T1Rf CONCEPTUAL SITE PLAN - V5b MRM/BW Donald Consulting Engineers, Inc. 6STR2 ✓fiRCllOry {%9g0A1 °�22' � � � OYfb06 Permit Number SD-�- 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 #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736 - 737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Jov Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Dr. South Burlington, VT 05403 Tel# 658-4100 G Fax4� 651-1307 6) PROJECT STREET ADDRESS:, tlTilley Drive - Lot# 5 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860 - RR750 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Commercial office building - Approximately 58,400 square feet. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed two story office building, 58,400 square feet. d) Proposed height of building (if applicable) 28' Two floors e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This proposed building would be the forth h„i T A i ng to be built in the Mountain View Office Park. MVOP has access onto Hinesburg Road (Rte 116) via an 80 ROW called Tilley Drive. 9) LOT COVERAGE a) Building: Existing 0 % Proposed 4.5 b) Overall (building, parking, outside storage, etc) Existing-0-0/0 Proposed 21.2 % c) Front yard (along each street) Existing 0 % Proposed .8 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Water, sewer, electricity & natural gas to serve building. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) None 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) North & West - Pizzaealli Pronerties . T.T.C. 5O .Tov_Tlrivp cn„th R„rl ir+ntn-yT South - State of Vermont AOT Interstate 89 ROW East - Technology Park Associates Kimball Avenue South Burlington, VT 09401 13) ESTIMATED PROJECT COMPLETION DATE. 6/1/07 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. Enclosed please find "Conceptual Site Plan - V5b" 2 E I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my know e. IGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete el� L�" a?tVi— , :Sfg of Planning & Zoning or Designee SOUAH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 April 20, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes - 192 & 194 Tilley Drive Dear Bob: For your records, enclosed is a copy of the approved minutes from the March 7, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy c on ugh Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOAJ March 7, 2006 Members felt they needed to know more about the terms of the Conservation Easement before making any decision. Specific issues are use or elimination of the easement to the south and specifying the current approved access to lot 5C. Ms. Quimby moved to continue Preliminary Plat #SD-06-09 until 21 March 2006. Mr. Farley seconded. Motion passed unanimously. 6. Site Plan Application #SD-06-07 of Peter Krag for establishment of a 640 sq. ft. accessory residential unit in a detached accessory structure, 250 Spear Street: David Krag gave members photos of the building to be used for an accessory residential unit. Mr. Dinklage noted that no changes are proposed to the existing structure; therefore, it is grandfathered with respect to setbacks. Mr. Belair asked if the applicant planned on having a dumpster on the site. Mr. Krag said no. Ms. Cole asked why this is not warned as a "public hearing." Mr. Belair explained that a site plan does not require a public hearing. He also explained the new State regulations regarding accessory units including the stipulation that one of the units be owner - occupied. Ms. Cole said the owner doesn't live in the house, but his son does. Ms. LaRose noted that the son is listed as an owner of the property on the deed. Ms. Cole said this area is in danger of becoming student housing. Mr. Dinklage said all neighborhoods have this challenge, and there are amendments being prepared to the Zoning Regulations that will seek to address this. These amendments include prohibition of parking on lawns. Mr. Belair said this will be a stand-alone Ordinance, so it can be enforced by the Police. Ms. Quimby then moved to approve Site Plan Application #SD-06-07 of Peter Krag subject to the stipulations in the draft motion. Mr. Kupferman seconded. Motion passed unanimously. 7. Public Hearing: Final Plat Application #SD-06-01 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 54,372 sq. ft. general office building, 192 Tilley Drive: Mr. Bouchard identified a berm which has been added to screen parking. Mr. Belair said the City Arborist will review this when he returns from vacation. Mr. Bouchard said this building will look very similar to the existing building. -3- DEVELOPMENT REVIEW BOAkD March 7, 2006 Ms. Quimby moved to approve Final Plat Application #SD-06-01 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 8. Miscellaneous application #MS-06-01 of Pizzagalli Properties, LLC, for approval to alter the existing grade by: 1) constructing stormwater detention ponds, 2) temporary stockpiling topsoil, and 3) constructing a shared access drive, 194 Tilley Drive: Mr. Bouchard said the topsoil is coming from lot to another, not being brought in. It will remain for about 6 months. They will abide by all state regulations re: erosion, etc. The pile will be no more than 25 feet high. Mr. Kupferman asked if the topsoil will be used to change the preconstruction grade for Lot #5. Mr. Bouchard said it will not. Mr. Belair noted the stormwater pond will be lower. Ms. Quimby moved to approve Miscellaneous Application #SD-06-01 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Kupferman seconded. Motion passed unanimously. 9. Miscellaneous application #MS-06-02 of Munson Earth Moving Corp. for approval to temporarily alter the existing grade by placing approximately 40,000 cubic yards of fill on the property, 284 Meadowland Drive: Mr. Dinklage asked for a date certain for removal of the fill. The applicant said 15 October 2007. Mr. Belair said there is a question of access to the site by either Meadowland Dr. or Hinesburg Rd. The applicant indicated the majority of access would be from Meadowland Drive with an option for Hinesburg Road. They would exit from Hinesburg Rd. Ms. LaRose suggested restricting hours of use for Hinesburg Rd. The applicant agreed to 7:30 a.m.-5:30 p.m., Monday -Friday with some possible Saturday use at the same hours. Mr. Rowley, who lives next to that road, said the last time there was construction there was noise and dust, and it was awful for them. He asked that the applicant use only the paved section of road. The applicant agreed to use only Meadowland Drive. The approval motion was amended to add 15 October 2007 as a removal date for fill. The motion was further amended to limit access and egress to the site from Meadowland Drive only. -4- r N-.. M E � fJ" �.N postage $ 1' O CertifledFas l< Return ejj4git lredl (EndoBement ReQ �o ede i � a real � R1 f joys (Endorsem Total postage & Fees I� 1 O u f - 1 �.yreat, t.N PO Box.. or 2 t pity' Sty -- I PS_-.. :rr rug � pospyfark r„ ,d Domestic Return Receipt ❑Agent ❑ Addressee J orinted,�Naym- e Date of eli ery �v' iI? (❑f Yes (F ass different from item O No ilivery address below: ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. y? (Extra Fee) ❑ Yes q;3qq 9090 102595-02-M-1540 fii�b /re4i uo t (re • 4e ON Ile .. �r4 a4 !eau' of/,,r G4i Ug/' ®/i�W0� 'Aojvae/aoppaMa�$esrapjvpQap0ppe rdarsrra4�r�aV�yorjr l�0Parac6�w'pJ�rorsar/�ssv/vWaoMT�9dsatbi, � a0%1/ovrrfs°aIr /�4p 114, aseUe �daasoa41 1r �p/°adaoy�paF ®ea?aythip� prc-feea44 pe $4s Sae asws :ssa0 /10 e®'3a a4/NI./! �oees op4bgj4ouct% �4- o4Aool4opd�a10od4jpUp'p�4 4e$Joa1 NOiud�/jp janbrs°ap4def1udW %���pp'Go, !d �PO/vd%bzo4MAs a4oi �v 4p PP oeI7ip lt4ja1.?&, aad� �W �dunjab �l�eftju pa��bay• PS p �g 01�r to ssabd S/ �hs4/�e a ee v'e/90 P4 jd� . ee 0,� 3800 J e?O �l vo y 4J/Mpa44avo, ebb�ij00 "esve - oplg' I ep �002/9s /a'/tiaSrp 940( Gq'j g'04,ONbb ga/90/7 V !so �()N s//.�e nSN/ rP.i • eye e /'r9iraW °air.��,e N • ■ Complete items 1, 2, 3. Also comp M20f.�tie�1/ep ®6iq ej item 4 if Restricted Delivery is desired. 1O °s'kij - ❑ Agent ■ Print your name and address on the reverse ` ❑ Addressee SO that w ,,,vn return the card to you. B. Received by (Printed Name%C. Date of Delivery ■ Attach this° and to the back of the mailpiece, or on the fret if space permits. 1. Article Addr4i%ed to: D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type Certified Mail ❑ Express Mail Q Registered ❑ Return Receipt for Merchandise ❑ Ensured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Transfer from service label) 7 0 0 5 1820 0004 9293 9090 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 8, 2006 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: 194 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Development Review Board on March 7, 2006. Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, Betsy McDo aouggh Planning & Zoning Assistant Encl. Page 1 of 1 Betsy McDonough From: Betsy McDonough [emcdonough@sburl.com] Sent: Monday, March 06, 2006 9:55 AM To: 'bbouchard@pizzagalli.com' Subject: Staff Memo's for Tilley Drive �Cq Hi Bob — Attached are the staff comments for both projects to be heard tomorrow (Tuesday the 7th). I've also attached an agenda. If you have any questions, please let us know. See you tomorrow. -Betsy Betsy McDonough South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 ONKilo, CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 28, 2006 drb\sub\pizzagalli\misc-lot5.doc Application received: February 13, 2006 194 Tilley Drive Miscellaneous Application #MS-06-01 Meeting date: March 7, 2006 nda#8 Applicants/Owners Property Information Pizzagalli Properties, LLC Tax Parcel ID 0860-RR750 50 Joy Drive Industrial & Open Space District South Burlinqton, VT 05403 Mixed Industrial and Commercial Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\misc\willard\misc-fill.doc PROJECT DESCRIPTION Pizzagalli Properties LLC, hereafter referred to as the applicant, is seeking miscellaneous approval to alter the existing grade by: 1) constructing stormwater detention ponds, 2) temporarily stockpiling topsoil, and 3) constructing a shared access drive, 194 Tilley Drive. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair have reviewed the plans submitted on February 13, 2006 and have the following comments. This application shall be reviewed under Section 3.12 of the Land Development Regulations. The removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The Development Review Board may grant such approval where such modification is requested in connection with the approval of a site plan, planned unit development or subdivision plat. This section does not apply to the removal of earth products in connection with a resource extraction operation. Standards and Conditions for Approval: (1) The Development Review Board shall review a request under this Section for compliance with the standards contained in this sub -Section 3.12(B). An application under Section 3.12(A) above shall include the submittal of a site plan, planned unit development or subdivision plat application showing the area to be filled or removed, and the existing grade and proposed grade created by removal or addition of material. The applicant submitted a plan showing the placement of the fill on the subject property. The applicant proposes an estimated 4,760 cubic yards of fill. The applicant has not specified the height of the proposed piles and should address this at the Development Review Hearing. 1. The applicant should address the height of any mounds created by the fill and adhere to any restrictions placed on the height by the Development Review Board. (2) The Development Review Board, in granting approval may impose any conditions it deems necessary, including, but not limited to, the following: (a) Duration or phasing of the permit for any length of time. The applicant has noted that this fill will be used as a temporary location for the placement of fill from the construction on adjoining 192 Tilley Drive. The applicant is estimating a completion date of 2007. The Development Review Board should consider imposing a limit on the length of time the fill is allowed to remain in piles on the property. 2. The approval for the placement of fill on this property shall expire upon the completion of construction and building activities at 192 Tilley Drive, as determined by 1 CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\misc\willard\misc-fill.doc the issuance of a zoning permit for 192 Tilley Drive. (b) Submission of an acceptable plan for the rehabilitation of the site at the conclusion of the operations, including grading, seeding and planting, fencing drainage, and other appropriate measures. Given the temporary nature of this fill, staff does not find that a plan for future seeding or planting is necessary. While the fill poses a potential problem with stormwater runoff, particularly to the wetlands on the site, the applicant has submitted a plan to ensure proper erosion control, including appropriately placed silt fences. This is sufficient for a temporary stockpile. 3. The silt fence shall be maintained for the duration of the stockpile. The applicant shall be responsible for periodically checking the sediment loading at the fence so that it does not compromise the integrity of the silt fence. (c) Provision of a suitable bond or other security adequate to assure compliance with the provisions of this Section. Staff does not feel this requirement will be necessary for the subject application. (d) Determination of what shall constitute pre -construction grade under Section 3.07, Height of Structures. The pre -construction height for future development will be the existing grade. Other: The proposed access road is necessary for the building on the lot at 192 Tilley Drive but will be located on the lot at 194 Tilley Drive as it will eventually serve both lots. Staff finds this acceptable and an appropriate example of reducing curbs cuts. The proposed stormwater retention ponds are a necessary addition to the lot in order to facilitate storm water runoff created by the newly created impervious surfaces. Staff finds the proposed ponds to be in compliance with State of Vermont standards and notes that these ponds will be reviewed for approval by the State. RECOMMENDATION Staff recommends that the DRB approve miscellaneous application #MS-06-02 subject to the applicant addressing the numbered items above. Respectfully submitted, CathyAhn LaRose, Associate Planner Copy to: Bob Bouchard, Pizzagalli Properties LLC, Applicant 'V� AT WARNING: 1 �1-7233 r� TO � =^VAMIN -T�, TOXIC G/39[9 �Y BE rlWM.T �T r LCCATI� "IQ MY BE IN THCI WMBDIATr Mw 5IMT-1 Im Rlsp�v Ines. AND WA51t "Im 5M�M=. VICINITY IX UNDC iIr mi� TO =w mrm zcme, AIIE:IL��Y �f- -N�A� $II -I U TONE ti.' Y" I , , ............ .. LLT-5— V , I I -t� % PROJECT TWA . ........... !,I T. I- 16.m I.. --#am wo o.w -.0 P� d .M ,,2 0 V WNI� INBAITRI- 4 X . ....... .... sw PIKAW POO bToocpu I. T��FW M LOTS 4 MID 6 15 �WD TCIIW�� &NIM �M IN 2MS 27,. FDIA 2� T11— M i—it—i � M AM M A PLAN ENTIT FM " VIn"- R�ATiIWI B� ON li� MTL" TAM � A BENCWI0,W AT � NXtTHNEBT of �E � �P I—,� MT�TA� M 7 L `I BE>JOItAPK P. —,MQT.,d, nNt; CL�� I MIA" P""Tm. 'XA alwo ";w W, 4 ftt.Ul A 7 . .. .... . ...... ... �vw Pp�m U4 <CWWIi:N wt U It -------- -- RECEIVEC • •FEB 13 2006 --KM M%m C"y of SO. 13urtingtor! 91, v 0 DATE 10SON C" PIZZAGALLI PROPERTIES, LLC _4 P.O. BOX 2" SOUTH BURLINGTON, VERMONT 05403 09 PRMT TU MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS A E-T DPAWING TMI OVERALL SITE PLAN OF V, &nald L Hamlin SC& 40 N.. 7201 40 50 120 new%= A)Winem, Ana lie A —le st-1 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 5 SITE IMPROVEMENTS DONALD L. HAMLIN CONSULTING ENGINEERS, 136 Pearl Street, Essex Junction Vermont 05452 INC. LEGEND G' caaEutw PIIM2 uTW tsA�N S.l RGY'IQ ItlLE ++ MUXIN� O TplMWL 10.E � UTe v,LLva O. Uarr d '+a1!TONNY. 1161 o sumoEr nue >f'' �wcN arurur � ..M x wTwA� We VALVE 1} aMss.. �' wTVIeA� w nncE roErann TMnx a aav �r} CmOnallO TI!¢ V ML BRt M --� m.[.On Y1000. E.Q a WErWp 4NOtETE Ma n¢t oxr0.a Lw PPOPF1tTT LINE .. b !'pN{R1NT NiEN RP! ME1A -W- wreA uMe A EYRVET .fAT01 -E- MIEfARY LOaI IJNE S 06a1 Iv.1 2 -0- TWi 9O6R LM[ B cWUNrc MNK1LE -E- wTuwl. w9 � I� C TLFM, NWN0.E —r— WnEnLa�Ulb TBEPNt E O _— •• nwwni —c— u+oorw.�Io r...rrnru. � M! stun —crv— woENcncuNo UPLE rELEVIswu ECE1 VE[ FEB 131006 .t Burlington FEBRUARY 2006 CITY OF SOUTH BURLINGTG_ I DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-41o6 February 27, 2006 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a draft agenda for the March 7, 2006 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy M nough Planning & Zoning Assistant Encl. LITY OF SOUTH BURLINGTG_ DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 February 27, 2006 VTrans, District #5 PO Box 168 Essex Junction, VT 05452 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the March 7, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. ITY OF SOUTH BURLINGTOI . DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 February 27, 2006 Technology Park Associates 30 Community Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the March 7, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, 1 Betsy McDonough - Planning & Zoning Assistant Encl. 0�0Permit Number - - , 1 APPLICATION FOR THE 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. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month . That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Type of application check one: ( ) Appeal from decision of Administrator Officer (includes appeals from Notice of Violation) ( ) Request for a conditional use ( ) Request for a variance (X) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY) None WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? None 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Page 736 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard, Pizzagalli Properties, LLC, 50 Joy Drive, So. Burlington, VT 05403 Phone: 658-4100 Fax: 651-1307 5) PROJECT STREET ADDRESS: Lot 5 of Mountain View Office Park, %4illey Drive i. i 6) TAX PARCEL ID 4 (can be obtained at Assessor's Office) 0860-RR750 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) There are no existing uses on site. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Two stormwater detention ponds, a temporary topsoil stockpile, and a curb —cut access '716 c) Total building square footage on property (proposed buildings and existing buildings to remain) 192 Tilley, Lot 4. None d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) n / a e) Number of residential units (if applicable, new units and existing units to remain) n a f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) n/a g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Pizzagalli proposes to construct two stormwater detention ponds, a temporary top —soil stockpile area and a drive —way on Lot 5 for the purposes of serving a project proposed on the adjacent lot. Lot 4-192 Tilley Dr. 8) LOT COVERAGE a) Building: Existing 0 % Proposed 0 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed .8 % Drive —way .008 (5,315) c) Front yard (along each street) Existing 0 % Proposed 0 % (does not apply to residential uses) 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ 3,360 0 c) Other site improvements (please list with cost): Two (2) stormwater detention ponds - $50,000. Entrance Drive - $25,000. 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): n/a Traffic generated by Lot 4-192 Tilley lit. b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 2/29/07 14) LIST ABUTTERS ( List names and addresses of all abutting property owners on a separate sheet of paper). 3 ABUTTERS to Lot 5 Mountain View Office Park North — Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 South — State of Vermont, AOT (Interstate 89), 133 State Street, Montpelier, VT 05602 East — Technology Park Associates, 30 Community Drive, South Burlington, VT 05403 West — Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 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. )e a6'j.- z N TURE F APPLICANT SIGNATU PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I 3 I D (P REVIEW AUTHORITY: Development Review Board ❑ Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete D Incomplete Director of Planning 4 Zoning or 134signee Date 4