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Home My WebLink AboutMS-17-01 - Supplemental - 0017 Quail Run1, •.sow'' PLANNING & ZONING February 23, 2017 Re: #MS-17-01 — 17 Quail Run Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained prior to commencement of your project. If you have any questions, please contact me. Sincerely, Ir Raymond J. B air Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7016 3010 0001 1194 1658 575 Dorset Street South Burlington, VT 05403 tel 802.846.41 Q6 fax 802.846.41 O1 www.sburl.com CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 8 day of Februan, 20 17, a copy of the foregoing public notice for Miscellaneous [type of application] # 17-01 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Gary F & Tonia C Karnedy 15 Quail Run Jeffery A & Judith F Barron 16 Quail Run Robert & Aline Delarichelie6 Thomas W & Maureen S % Charles Myers Bay Court Condominiums 21 Keari Lane 20 Keari Lane 19 Baycrest Drive 25 Baycrest Drive Dated at South Bud[town/city], Vermont, this 8 day of February , 2017 Printed Name: David Wheeler Phone number and email: 802-658-7961, dwheeler@sburl.com Signature: David Wheeler Date: 2/8/2n 17 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 ADJOINER NAME Physical ADDRESS TOWN STATE Gary F & Tonia C Karnedy 15 Quail Run South Burlington VT Jeffery A & Judith F Barron 16 Quail Run South Burlington VT Robert & Aline Delaricheliere 21 Keari Lane South Burlington VT PAUL L JR & BARBARA S COLLINS 22 Keari Lane South Burlington VT Charles Myers 19 Baycrest Drive South Burlington VT Bay Court Condominiums 25 Baycrest Drive South Burlington VT FROST KAYOTHIA L 25 BAYCREST DR UNIT #101 South Burlington VT JOHNSON DAVID H 25 BAYCREST DR UNIT#102 South Burlington VT LEONARD KAREN F 25 BAYCREST DR UNIT#103 South Burlington VT 25 BAYCREST DRIVE UNIT 104 LLC 25 BAYCREST DR UNIT#104 South Burlington VT RUSSELL JOHN A 25 BAYCREST DR UNIT #105 South Burlington VT BLAKESLEE SYLVIA 25 BAYCREST DR UNIT #106 South Burlington VT GRAHAM ELYSIAN 25 BAYCREST DR UNIT#107 South Burlington VT DELARICHELIERE AIMEE 25 BAYCREST DR UNIT #108 South Burlington VT GRATTON ERNEST W 25 BAYCREST DR UNIT #109 South Burlington VT BALAGAM ANISA S 25 BAYCREST DR UNIT #110 South Burlington VT LAPOINTE SLYVIA 25 BAYCREST DR UNIT#111 South Burlington VT ANDERSON SETH 25 BAYCREST DR UNIT #112 South Burlington VT AUSTIN SARAH & KEVIN 25 BAYCREST DR UNIT #201 South Burlington VT LARKIN JOHN INC 25 BAYCREST DR UNIT #202 South Burlington VT MCKAY ROBERT & JANICE 25 BAYCREST DR UNIT #203 South Burlington VT HODGDON FRED & MARLENE 25 BAYCREST DR UNIT#204 South Burlington VT RUSSELL JOHN A & LYNN 25 BAYCREST DR UNIT #205 South Burlington VT MEUNIER LINDSAY 25 BAYCREST DR UNIT #206 South Burlington VT BOYAJIAN MICHAEL 25 BAYCREST DR UNIT#207 South Burlington VT LARKIN JOHN INC 25 BAYCREST DR UNIT #208 South Burlington VT TOULIS CHRISOSTOMOS & CHRISTINE 25 BAYCREST DR UNIT#301 South Burlington VT SKOPUAK MIRSAD 25 BAYCREST DR UNIT#302 South Burlington VT LIN-Z LLC 25 BAYCREST DR UNIT#303 South Burlington VT HOWARD ANDREW R 25 BAYCREST DR UNIT #304 South Burlington VT CABBE RUTH Z & PAUL D 25 BAYCREST DR UNIT #305 South Burlington VT RUSSELL JOHN A & LYNN 25 BAYCREST DR UNIT #306 South Burlington VT RESNIK MARTIN & ANNE MARIE 25 BAYCREST DR UNIT #307 South Burlington VT PALERMINO CHRISTOPHER 25 BAYCREST DR UNIT #308 South Burlington VT JACQUES LAURIE A 25 BAYCREST DR UNIT #309 South Burlington VT LEWIS INVESTMENTS LLC 25 BAYCREST DR UNIT #310 South Burlington VT FRIGO KEVIN 25 BAYCREST DR UNIT #311 South Burlington VT ROMANELLI DANIEL 1 25 BAYCREST DR UNIT #312 South Burlington VT VIEIRA KENNETH 25 BAYCREST DR UNIT #401 South Burlington VT SARIC DARKO & AIDA SEDIC 25 BAYCREST DR UNIT #402 South Burlington VT LARKIN TARRANT HOEHL 25 BAYCREST DR UNIT#403 South Burlington VT LAJ E U N ESSE JOAN M 25 BAYCREST DR UNIT#404 South Burlington VT R R LIMITED LLC 25 BAYCREST DR UNIT #405 South Burlington VT R R LIMITED LLC 25 BAYCREST DR UNIT #406 South Burlington VT POCZABUT KATELIN G 25 BAYCREST DR UNIT #407 South Burlington VT OUELLETTE JOHN 25 BAYCREST DR UNIT #408 South Burlington VT AYER TERESE MASLACK & PATRICK B 25 BAYCREST DR UNIT #501 South Burlington VT CAMPBELL ROBERT ROY 25 BAYCREST DR UNIT #502 South Burlington VT STEVENSON JEFFREY 25 BAYCREST DR UNIT #503 South Burlington VT OUELETTE MICHAEL R 25 BAYCREST DR UNIT #504 South Burlington VT DROLETTE TODD 25 BAYCREST DR UNIT #505 South Burlington VT MIRAMARNKARN SUPATTA 25 BAYCREST DR UNIT#506 South Burlington VT CARPENTER ADRIENNE FAYE 25 BAYCREST DR UNIT #507 South Burlington VT WHIPKEY SEAN 25 BAYCREST DR UNIT #508 South Burlington VT R & R LIMITED LLC 25 BAYCREST DR UNIT #601 South Burlington VT LARKIN JOHN INC 25 BAYCREST DR UNIT #602 South Burlington VT MCCORMACK JEANNE 25 BAYCREST DR UNIT #603 South Burlington VT HESTER PENNY DAWN 25 BAYCREST DR UNIT #604 South Burlington VT BURDZY LESZEK & DANUTA 25 BAYCREST DR UNIT #605 South Burlington VT CROSBY DEBORAH 25 BAYCREST DR UNIT #606 South Burlington VT UNIT 607 BAY CREST DRIVE LLC 25 BAYCREST DR UNIT #607 South Burlington VT LARKIN JOHN INC 25 BAYCREST DR UNIT #608 South Burlington VT ZIP Mailing address City State Zip 05403 05403 05403 05403 05403 05403 PO Box 859 Morrisville VT 05661 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 P 0 BOX 1677 WILLISTON VT 05495 05403 1161 WILLISTON RD S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 631 N PASTURE LN CHARLOTTE VT 05445-9254 05403 S BURLINGTON VT 05403 05403 410 SHELBURNE RD S BURLINGTON VT 05403 05403 5315 SOUTH BLANCA POINT HOMOSASSA FL 34446 05403 1092 OSGOOD HILL RD WESTFORD VT 05494 05403 1161 WILLISTON RD S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 410 SHELBURNE RD S BURLINGTON VT 05403 05403 11 MEADOW LANE UNDERHILL VT 05489 05403 S BURLINGTON VT 05403 05403 70 S WINOOSKI AVE BOX 203 BURLINGTON VT 05401 05403 6 PARK AVE ESSEX JCT VT 05452 05403 S BURLINGTON VT 05403 05403 1161 WILLISTON RD S BURLINGTON VT 05403 05403 200 OLDE ORCHARD LANE SHELBURNE VT 05482 05403 PO BOX 4057 BURLINGTON VT 05406 05403 S BURLINGTON VT 05403 05403 P 0 BOX 4553 BURLINGTON VT 05406 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 5045 NORTH FORT BUCHANAN TRAIL TUCSON AZ 85750 05403 S BURLINGTON VT 05403 05403 410 SHELBURNE RD S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 1233 SHELBURNE RD SUITE 240 S BURILNGTON VT 05403 05403 1233 SHELBURNE RD STE 240 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 P 0 BOX 9213 S BURLINGTON VT 05407 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 RR #1 BOX 1228 WESTFORD VT 05494-9517 05403 1085 PINE ST BURLINGTON VT 05401 05403 S BURLINGTON VT 05403 05403 9415 CRESCENT LOOP CIRCLE #204 TAMPA FL 33619 05403 S BURLINGTON VT 05403 05403 1233 SHELBURNE RD SUITE 240 S BURLINGTON VT 05403 05403 410 SHELBURNE RD S BURLINGTON VT 05403 05403 103 HEINEBERG DR BURLINGTON VT 05401 05403 1805 KEELER RD WOLCOTT VT 05680-4107 05403 S BURLINGTON VT 05403 05403 S BURLINGTON VT 05403 05403 18 PINE TREE TERRACE S BURLINGTON VT 05403 05403 410 SHELBURNE RD S BURLINGTON VT 05403 r MA 0 southburlington PLANNING & ZONING Permit #- O (office us only) ' CONDITIONAL USE / VARIANCE / MISCELLANEOUS 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 the hearing. Type of application (check one): ❑ Request for a conditional use ❑ Request for a variance ✓0 Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): City of South Burlington 575 Dorset Street, South Burlington, VT 05403, (802) 846-4107 2) LOCATION OF LAST RECORDED DEED (book & page #) V. 456, P. 270; V. 186, p. 276 3) APPLICANT (name, mailing address, phone, fax #) City of South Burlington 575 Dorset Street, South Burlington, VT 05403, (802) 846-4107 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): David Wheeler 104 Landfill Road, South Buriington, VT 05403, (802) 658-7961 a. Contact e-mail address: dwheeler@sburl.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: 17 Quail Run 6) TAX PARCEL ID #: 0960-00024, 1410-00017 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Stormwater drainage improvements and installation of stormwater treatment gravel wetland. b. Existing Uses on Property (including description and size of each separate use): N/A c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): N/A d. Total building square footage on property (proposed buildings & existing building to remain): N/A e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): N/A f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): This project has recieved grant funding from the State and is part of the City's overall project to restore Bartlett Brook and Lake Champlain. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 8) LOT COVERAGE a. Total parcel size: 76,105 Sq. Ft. b. Buildings: Existing 0 % / 0 Sq. Ft Proposed 0 % / 0 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 Sq. Ft. Proposed 0 % / 0 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 Sq. Ft. Proposed 0 % / 0 Sq. Ft. e. Total area to be disturbed during construction: 44,361 Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ N/A b. Landscaping $ N/A c. Other site improvements (please list with cost): 1,000,000 in stormwater infrastructure 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): N/A 11) PEAK HOURS OF OPERATION N/A 12) PEAK DAYS OF OPERATION N/A 13) ESTIMATED PROJECT COMPLETION DATE 9/12/17 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time 4M 47/��J An P4ve lfi(04A ---? Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 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. DOWN, signed by David Wheeler David Wheeler DN Depa E=dwheel Public Works, C =Daily of South Burlington, Olt=Depat.01.1 of Public Works, CN=David Wheeler Date: 2017.01.18 18:04:57-05'00' SIGNATURE OF APPLICANT Digitally signed by David Wheeler DN:C=US,gton. OU=Desbuento O=City of David Wheeler David Wheeler N=DBid Wheeler U=Depa nnento Public Works Date: 2017.01.18 18:05:03-05'00' SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE T OF SUBMISSION: I have reviewed this application and find it to be: �MPLETE ❑ Incomplete J '* itiii// � /// Administrative ficer 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. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON, VERMONT BARTLETT BROOK CENTRAL STORMWATER IMPROVEMENT PROJECT CITY OF SOUTH BURLINGTON 575 DORSET STREET, SOUTH BURLINGTON, VERMONT 05403 HOYLE, TANNER & ASSOCIATES,_ IN_ C_ 125 COLLEGE STREET, BURLINGTON, VERMONT 05401 WATERSHED CONSULTING ASSOCIATES, LLC 430 SHELBURNE ROAD, BURLINGTON, VERMONT 05406 DIBERNARDO ASSOCIATES, LLC 440 ROCKINGHAM ROAD, BELLOWS FALLS, VERMONT 05101 < > St_o outh Burlington rmwater Services southburtington VERMONT JANUARY 2017 FINAL DESIGN REVIEW PREPARED BY: Hloyle,Tanner Associates, Inc. 125 COLLEGE STREET - 4TH FLOOR BURLINGTON, VERMONT 05401 RECEIVED JAN 19 2017 G IV of So. Burlington PROJECT LOCATION �' PHEASANT WAY o , i QUAIL RUN w � � z m i KEARI LANE _I 1 a) W n 2 - i D< HARBOR VIEW RD BAYCREST DR. LOCUS PLAN NOT TO SCALE DRAFT FOR REVIEW ONLY GENERAL NOTES: 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS IN THIS CONTRACT AND TO THE WORK THEY CONVEY. 2. THE LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE UTILITY COMPANIES INVOLVED AND VERIFY IN THE FIELD THE EXACT LOCATION OF MAINS AND SERVICES TO PREVENT DAMAGE; LOSS OF SERVICE DURING CONSTRUCTION; AND FOR REPLACEMENT OF SERVICES. THE CONTRACTOR SHALL NOTIFY "DIG SAFE" PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BY EXPLORATORY EXCAVATION METHOD. PAYMENT FOR EXPLORATORY EXCAVATION FOR LOCATING UTILITIES ONLY IS INCLUDED IN THE TEST PIT BID ALLOWANCE ITEM. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICT BETWEEN THE PROPOSED STORM DRAIN LINE AND AN EXISTING UTILITY SUCH AS WATER, SEWER, GAS, ELECTRICAL OR TELECOMMUNICATIONS. CONTRACTOR SHALL RELOCATE CONFLICTING UTILITIES AS NEEDED. PAYMENT FOR UTILITY RELOCATION SHALL BE INCLUDED IN THE APPROPRIATE UTILITY RELOCATION BID ALLOWANCE ITEM. 3. LOCATION OF EXISTING BURIED STRUCTURES, PIPING AND OTHER ITEMS AS SHOWN ON THESE DRAWINGS HAVE BEEN TAKEN FROM AS -BUILT RECORD DRAWINGS OBTAINED FROM THE CITY OF SOUTH BURLINGTON AND VERMONT GAS. LOCATION OF THESE ITEMS SHALL BE CONSIDERED APPROXIMATE AND THE CONTRACTOR SHALL DIG TEST PITS AS REQUIRED TO VERIFY LOCATIONS. THERE MAY BE OTHER BELOW GRADE STRUCTURES NOT SHOWN WHICH WILL REQUIRE DEMOLITION AND/OR RELOCATING IN ORDER TO COMPLETE THE WORK OF THIS CONTRACT. THEREFORE, THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK PRIOR TO CONSTRUCTION. THIS SHALL BE DONE AT NO ADDITIONAL COST TO THE CONTRACT. 4. CONTRACTOR SHALL NOTE THAT THE EXISTING WATER MAIN PIPES AND SEWER HOUSE SERVICE PIPES ARE ASBESTOS CEMENT AND ALL STATE AND FEDERAL REQUIREMENTS FOR WORKING WITH AND DISPOSAL OF ASBESTOS CEMENT PIPE ARE APPLICABLE TO THIS PROJECT. PAYMENT FOR REMOVAL, REPLACEMENT OR RELOCATION OF EXISTING WATER MAIN PIPES AND SEWER HOUSE SERVICE PIPES IS INCLUDED IN THE APPROPRIATE BID ALLOWANCE ITEM. THERE SHALL BE NO FURTHER PAYMENT FOR WORKING WITH, REMOVAL OR DISPOSAL OF ASBESTOS CEMENT PIPE. 5. CONTRACTOR SHALL REMOVE OR ABANDON ALL EXISTING STRUCTURES, PIPING, AND OTHER ITEMS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT AS SHOWN ON THE CONTRACT DRAWINGS. PAYMENT FOR REMOVAL OR ABANDONMENT OF EXISTING STRUCTURES, PIPING, AND OTHER ITEMS IS INCLUDED IN SITE PREPARATION AND RESTORATION BID ITEM. THERE SHALL BE NO ADDITIONAL PAYMENT FOR REMOVAL OR ABANDONMENT OF EXISTING STRUCTURES, PIPING, AND OTHER ITEMS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR ANCHORING, SUPPORTING AND/OR RELOCATING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICES BID. IN THE CASE OF DAMAGE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL REPAIRS. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND ADJACENT TO THE WORK. IN THE CASE OF DAMAGE, THE REPAIRS OR REPLACEMENT SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AS APPROVED BY THE ENGINEER. 8. ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE, AND LOCAL CODES, REGULATIONS AND STANDARDS. THE MORE STRINGENT SHALL APPLY. 9. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. 10. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SITE SAFETY SHALL SOLELY BE THE CONTRACTORS RESPONSIBILITY. 11. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTE BUILDING MATERIAL, CONCRETE, MASONRY, TREES, SHRUBS, DEBRIS, EXCESS EXCAVATED MATERIAL AND OTHER MATERIALS NECESSARY FOR THE SATISFACTORY COMPLETION OF THE CONTRACT WORK AND AS REQUIRED BY THE OWNER. CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN STRICT ACCORDANCE WITH VERMONT LAW. ALL TREE STUMPS SHALL BE DISPOSED OF AT AN APPROVED OFFSITE LOCATION ACCOMPANIED BY A STATE ISSUED INSIGNIFICANT WASTE MANAGEMENT EVENT APPROVAL. THE OWNER SHALL MAINTAIN OWNERSHIP OF ALL EXCESS TOPSOIL AND CLEAN EXCAVATED MATERIALS (SEE SPECIAL CONDITIONS SECTION 01800). ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF CONSTRUCTION DEBRIS INCLUDING HAULING SHALL BE BORNE BY THE CONTRACTOR. 12. ALL AREAS DISTURBED BY THE CONTRACTOR DETERMINED NOT TO BE WITHIN THE LIMITS OF THE PROJECT, OR DETERMINED TO BE EXCESSIVE DISTURBANCE OF THE AREA FOR THE PROPOSED WORK SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER. 13. ALL DISTURBED AREAS SHALL BE LANDSCAPED AS REQUIRED BY THE ENGINEER/OWNER AND THE VERMONT STORMWATER MANAGEMENT MANUAL, VERMONT AGENCY OF NATURAL RESOURCES, LATEST EDITION. 14. ALL DRAINAGE OUTLETS SHALL BE LOCATED AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPROPRIATE EROSION PREVENTION AND SEDIMENT CONTROL MEASURES INSTALLED AS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT (N01) AND AN EROSION PREVENTION AND SEDIMENTATION CONTROL PLAN AS REQUIRED IN SECTION 01550 PRIOR TO BEGINNING OF WORK. ALL DEWATERING AND OPERATIONS SHALL CONFORM TO ALL APPROPRIATE AGENCY REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DISCHARGE SAMPLING AND TESTING AND SHALL BE INCIDENTAL TO THE DEWATERING OPERATIONS. THERE WILL BE NO SEPARATE PAYMENT FOR DEWATERING. 15. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL, ALL BUOYANCY CALCULATIONS FOR UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NEED AND SIZE OF ANY ANCHORS OR OTHER MEANS OF ANCHORING TO PREVENT FLOATATION AND SHALL PROVIDE APPROVED ANCHORS IF REQUIRED. THE CONTRACTOR SHALL DESIGN AND PROVIDE THE REINFORCING STEEL REQUIRED IN CONCRETE ANCHORS. THE CONTRACTOR SHALL DESIGN THE STRUCTURAL CONNECTION BETWEEN STRUCTURES AND ANCHORS TO PREVENT FLOATATION. SHOP DRAWINGS SHALL BE STAMPED BY A VERMONT REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW. 16. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STATE OF VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION DATED 2011, AND ITS LATEST REVISIONS, AND THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, DATED 1996, AND 2002 INTERIM FOR HS25 LOADING. 17. ALL STORMWATER TREATMENT PRACTICES AND PROCEDURES ARE REFERENCED FROM THE VERMONT STORMWATER MANAGEMENT MANUAL, VOLUME I-STORMWATER TREATMENT STANDARDS, BY THE VERMONT AGENCY OF NATURAL RESOURCES, DATED APRIL 2002. 18. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROVIDE EROSION PREVENTION AND SEDIMENT CONTROL. 19. CONTRACTOR TO USE VERMONT AGENCY OF TRANSPORTATION DETAILS IF CONSTRUCTION DETAIL IS NOT SPECIFIED. 20. CONTRACTOR SHALL REPLACE/REPAIR EXISTING PAVEMENT AND CURBING IMPACTED BY CONSTRUCTION. PAYMENT FOR REPLACEMENT OR REPAIR OF EXISTING PAVEMENT AND CURBING IS INCLUDED IN THE HDPE PIPE BID ITEMS AND THE CATCH BASIN BID ITEMS AS DESCRIBED IN SPECIFICATION SECTION 01025. THERE SHALL BE NO ADDITIONAL PAYMENT FOR PAVEMENT AND CURBING. tN OINL_R LEGEND: DRAWING INDEX EXISTING DRAFT DRAWING SHEET SYMBOL DESCRIPTION NUMBER NUMBER TITLE H - - - STORM DRAIN LINE -w WATER LINE GENERAL PLANS - - - - 5 -- - SEWER LINE 1 TITLE SHEET - E - ELECTRICAL LINE G-0.1 2 GENERAL NOTES, LEGEND AND DRAWING INDEX G --- G - - - GAS LINE T TELEPHONE LINE CIVIL PLANS ; uT/C UNDERGROUND TELEPHONE/CABLE C-1.1 3 EXISTING SITE PLAN ' ue UNDERGROUND ELECTRIC LINE C-1.2 4 PROPOSED SITE PLAN o CONCRETE BOUND FOUND C-1.3 6 QUAIL RUN PLAN AND PROFILE - STA 0+00 TO STA. 4+00 _ O IRON PIN FOUND C-1.4 6 PHEASANT WAY PLAN AND PROFILE - STA 4+00 TO STA 6+96 C-1.6 7 KEARI LANE PLAN AND PROFILE -STA. 0+00 TO STA 4+60 DECIDUOUS TREE C-1.6 6 BAY COURT PLAN AND PROFILE -STA. 4+60 TO STA 9+28 CONIFEROUS TREE C-2.1 9 GRAVEL WETLAND PLAN DETAILS FENCE C3.1 10 MISCELLANEOUS DETAILS C3.2 11 MISCELLANEOUS DETAILS moo., UTILITY POLE C3.3 12 MISCELLANEOUS DETAILS - TEST PIT C3.4 13 EROSION CONTROL DETAILS BOLLARD Z z u7 o CURB l u 00 00 = N D4 WATER LINE GATE VALVE w FIRE HYDRANT O a i o OO SEWER MANHOLE <zkmw�wc �uu m ❑ CATCH BASIN w�o< W > ® DRAINAGE STRUCTURE d-o zn`s ® ELECTRICAL MANHOLE "k3Yio�aow 6 TELEPHONE MANHOLE ii <iwww J�sz m w i SIGN a< O LIGHT POLE NSUo6��orc TREE LINE/SHRUB ROW . N Y PROPOSED � > a ■ CATCH BASIN ° r °= rn o o t✓ Vm $a � OUTLET PROTECTION C 8 at FENCE WOODCHIP TRAIL C Q, a - - - - - - - - - - art{ Y i LIMITS OF CLEARING-v b N U 0�0 O - UTILITY CROSSING r W l/1 o o U n O _ STOCKPILED MATERIAL NOTES: O g - V 1. ALL STOCKPILES SHALL BE COVERED PRIOR TO z N INCLEMENT WEATHER, GRADED TO SHED WATER, AND w COVERED AT THE END OF EACH WORKDAY WITH A MINIMUM OF 20-MIL BLACK POLYETHYLENE. THE COVER SHALL BE WEIGHTED AND WILL BE MAINTAINED i THROUGHOUT THE STOCKPILE PERIOD. z Z LLJ 2. STOCKPILE AREAS WILL BE GRADED SUCH THAT > LLI STORMWATER IS DIVERTED FROM STOCKPILED w) W MATERIALS. SILT FENCE HALL SURROUND ALL Z STOCKPILES. SLOPES ON STOCKPILES SHALL NOT BE w (D STEEPER THAN 1:1. z LLI Z 3 O m � J G SAFF ow < Q o LLJ Z Z Q W m ORA WINO N0. H FRPF�G G 1 O. 1 8<< TOLL 88DIG-5 sNE_r 2 OF 131 I . CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING UTIUTIES LOCATED WITHIN THE UMITS OF WORK. CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING CROSS-COUNTRY SANITARY SEWER AND WATER HYDRANT. 2. CARE SHALL BE TAKEN TO PROTECT AND PRESERVE THE EXISTING LARGE DIAMETER TREES LOCATED TO THE SOUTH AND WEST OF THE PROPOSED GRAVEL WETLAND IN AN ATTEMPT TO PRESERVE THE STABIUTY OF THE EXISTING RAVINE. PRIOR TO CONSTRUCTION CONTRACTOR SHALL MEET MATH OWNER AND ENGINEER IN FIELD TO ASSESS THE LIMITS OF CLEARING, IDENTIFY TREES TO REMAIN, AND ADJUST THE LIMITS OF CLEARING ACCORDINGLY TO AVOID IMPACTING EXISTING LARGE TREES. 3. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROVIDE EROSION PREVENTIONS AND SEDIMENT CONTROL, AND TO PROTECT THE STABILITY OF THE EXISTING RAVINE BANK. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING BANK OF THE RAVINE IN THE VICINITY OF THE PROPOSED OUTFALL p1. ALTERNATIVE INSTALLATION METHODS SUCH AS HORIZONTAL DIRECTIONAL DRILL OR BORING MAY BE CONSIDERED. CONTRACTOR SHALL SUBMIT WORK PLAN FOR OUTFALL CONSTRUCTION TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PERFORMING WORK IN THIS VICINITY. 4. CONTRACTOR SHALL REMOVE ALL TREES, BRUSH, AND STUMPS WITH THE LIMITS OF CLEARING, AND SHALL USE WOOD CHIPS FROM CLEARED TREES FOR NEW PATH. WOOD CHIP PATH SHALL BE 12 FT. WIDE AND HAVE A MINIMUM 4' THICK LAYER OF LARGE WOOD CHIPS THAT DO NOT CONTAIN LEAVES, SMALL DIAMETER TWIGS OR STONES. PATH SHALL HAVE A SLIGHT CAMBER LIMITED TO 1:50 (2%) TO HELP DRAIN PATH. 5. CONTRACTOR SHALL SECURE WORK AREA WITH FENCING AS PER THE REQUIREMENTS OF SPECIFICATION SECTION 01520. 6. CONTRACTOR SHALL PROVIDE DETOUR FOR EXISTING WALKWAY AND PROVIDE SIGNS TO DIRECT PEDESTRIANS TO DETOUR. 7. SEE SPECIFICATION 02920 FOR GRAVEL WETLAND PLANTS, SOIL, AND MATERIAL REQUIREMENTS. 8, SEE SPECIFICATION 02900 FOR LANDSCAPING REQUIREMENTS ABOVE ELEVATION 222.00 INSIDE WETLAND. 9. SEE SPECIFICATION 02835 AND DETAILS ON DWG NO. C-3.3 FOR NEW FENCING SYSTEM. / -vr L 50' WETLAND BUFFER I / s s s s 150.66' 43.64' R28' �_ I 188.28' 1 u�rre�_ 1. SWING TIES ARE TO THE CENTER OF MH COVERS. 2. OFFSETS TO SEWER LINE ARE TO CENTERLINE OF SEWER PIPE. EMERGENCY SPILLWAY AT ' CENTER BERM. SEE DETAIL, - �� DWG. NO. C-3.1 S __ \\ _____ _.____��_____ -- S - - -____-_____ __ _________________________________________ S ------------- I L ' ---------- 3:1 \ i I SLOP \ 17 LF OF 8' HDPE --. \\ 34 LF OF 6' PERF. HDPE 1 RISER j4 \ INV. EL 211 50'1 20 LF OF 6" PERF. \ ` HDPE INV. EL: 212.08" GRAVEL \ a 48" DIA. OUTLET WETLAND \\ sTRUCT W /> CELL /2 �v BOTTOM EL: 214.50 \ \ M RISER /3 \ l ENGINEER r DRAFT 189.44'�' ' 88.48' 42.78' tt41.51' �� tt 41.39' 105.1"' 29' .fi30' J R2.5' T R4.5' r _T 117.27 CEIl 40.53' 39.39' 232 - CELL 3356 SO. FT. I r 2496 SO. R4' �" � ` R2.5' L _ _ R173.5 R4' R34.5' R4' i R15' R50' 6.28' 12 ________R120' i "` �\ 127.19' R25' R144' 142.08' _ " 2D0.57 231-V GRAVEL WETLAND LA POUT PLAN SCAT F- 1' - An' RELOCATED WOOD CHIP TRAIL -SEE NOTE 4. 2' TOP OF BERM EL' 223.00' __36 LF OF- __- _ 24' HDPEi--- --- 3:1 EL' 20 LF OF 6" PERF. HOPE INV. EL' 212.08' GRAVEL WETLAND S134 CELL yt RISER BOTTOM EL:214.50 /1 RISER /2 20 LF OF 6' PERF. HDPE sas / \ \ \ INV. EL' 212.08' \ \ 2'TO6 \ �4 OF \ 10' WIDE DOUBLE SWING 7 2:1 SLOPE- GATE. SEE DETAIL, DWG. OUTFALL /1 OUTLET PROTECTION \ O NO. C-3.3 �OpE- SEE DETAIL. DWG. N0. C-3.3 � � =' \ \ -- - N 142.63' /y NEW DS /A (96' DIA.) NEW DS /B (48" DIA. W/SOLID COVER) VP� STORMWATER SEPARATOR. SEE DETAIL, i STA:0+11 - STA: 0+00 / DWG. NO. C-3.1RIM EL: 230.00' STA.: D+00 SUMP EL: 218.00' SUMP EL 2e RIM EL: 212..83' 18' HOPE IN FROM CB 08 EL: 222.03' � P 501 / Oy 24" HDPE IN FROM DS EL 218.50' 12' HDPE IN FROM CB /10 EL: 227.00' / 24' HDPE OUT, EL 220.50' 24- HDPE OUT TO DS /A EL: 220.00' •, VP PROVIDE 14 FT. MADE CURB CUT AT TRAIL ENTRANCE. SEE DROPPED CURB DETAIL SECTION C-C, DWG. NO. C-3.3 5 5 TRANSITION TO DROPPED CURB. SEE 1 SIDEWALK DETAILS, DWG. NO. C-3.3 RS' PROVIDE NEW CONCRETE SIDEWALK. R5' MATCH EXISTING SIDEWALK WIDTH. SEE SIDEWALK DETAILS, DWG. NO. C-3.3 00 O �c N ry 1 13'\ 11 LF OF L7 / 24" HDPE Z i \' REMOVE EXISTING SIDEWALK AND CURB f CUT. REPLACE WITH NEW CAST -IN -PLACE C, 0 \ _ / GRAVEL WETLAND INLET CONCRETE CURB. SEE DETAILS, DWG. NO. 5' \ N 21 LF OF 6" PERF. - - - __ - - - 24" INV. EL: 220.17' y C-3.3. REPAIR PAVEMENT AND GRASS. H PE INV. EL: 212.08' INLET SPILLWAY, 1 S w 24' INV. OUT \ _ _ - SEE GRAVEL WETLAND 1 z a EL: 213.00' \ SEE _ -NEW FENCE. SEE / z \ NOTE 3.- - - - DETAIL, DWG. /� - - - - - - DETAIL, DWG. N0. C-2.1 1 s \ A x 2' TOP OF BERM NO. C-3.3 / 1 \ m \j 20 LF OF m EL223'00 LIMITS OF CLEARING J/ 6' PERF. H�\ aA 1 SEE NOTE 2. INV. EL: 212.08'.08' MAINTAIN 10' SEPARATION x Si z - MAINTAIN 10' FROM TREES ',\ + s Ts o Y LARGE TRIPLE SEPARATION g LEADER PINE ��.• /S FROM TREES \ _ �•'• z SCALE: 1' - 20' F s\ 77 s 30" HEMLOCK y\\ RAVINE 30" PINE SCALE: 1' - 20' OUTFALL C - \ I I \ 0 t0 20 40 Z Q J d w in 0 w Cn O 0- 0 Of d DRAWING HO. C-1.2 SHEET 4 OF 13 ENGINEER NOTES: 1. THE WETLAND BASIN AREA SHALL BE CLEARED OF ALL TREES, ROOTS, STUMPS, BOULDERS AND SOD TO A DEPTH OF 2' BELOW FINAL GRADE. 2. CONSTRUCTION BERM USING EMBANKMENT MATERIAL FREE OF SOD, ROOTS, FROZEN MATERIAL. NO STONES LARGER THAN 6 INCHES OR OTHER OBJECTIONABLE MATERIAL COMPACT AS PER SPECIFICATIONS. 3. OUTLET CONTROL STRUCTURE TO BE PRECAST MATH DIMENSIONS AND ORIFICE SIZE AS SHOWN. 4. LOAM HUMUS AND SEED ALL EARTH SLOPES AS SOON AS POSSIBLE. STABILIZE OUTFALL AREAS WITH REWIRED EROSION CONTROL 5. REMOVE ACCUMULATED SEDIMENT FROM BMP AT COMPLETION OF PROJECT. 6. ANTI -SEEP COLLARS SHALL BE INSTALLED AS SHOWN TO RESIST FLOW ALONG THE OUTSIDE OF THE PIPE. COLLARS SHOULD PROTECT A MINIMUM OF 5 FT. FROM THE PIPE. MAXIMUM SPACING OF COLLARS IS 28 FT. 7. ALL PIPE CONNECTIONS SHALL HAVE FLEXIBLE WATERTIGHT GASKETS CONFORMING TO THE SPECIFICATIONS. PIPE TO OUTLET STRUCTURE CONNECTION SHALL BE WATERTIGHT 'NTH AN EMBEDDED FLEXIBLE RUBBER BOOT. 8. SEE SPECIFICATION 02920 FOR WETLAND PLANTS, SOIL AND MATERIALS INSIDE WETLAND. 9. SEE SPECIFICATION 02900 FOR LANDSCAPING REQUIREMENTS ABOVE LIMITS OF WETLAND. SEE DETAIL, DWG. NO. C-3.1 FOR EMERGENCY SPILLWAY AT CENTER BERM TOP OF GRAVEL WETLAND CELL BERM EL: 221.00' 4" THICK WETLAND SOIL PE LINER 100-YR STORM = 220.69' y 25-YR STORM = 220.55' 1-YR. STORM - 219.86' 12' TYPE I STONE COLLAR 1 DO NOT USE GRANULAR BACKFILL IN BERM NATIVE SOIL 24" HDPE (RISER /2) INV. OUT EL 211.58' 1 (RISER /3) INV. IN EL: 211.58' 5' 9" CONCRETE FDOTER J ANTI -SEEP COLLARS (TYP.) BOTTOM EL: 210.83' SEE DETAIL, DWG. N0. C-3.1 COMPACTED EARTHEN SUBGRADE LANDSCAPING AS PER SECTION 02900 SEE DETAIL, DWG. NO. C-3.1 FOR _ EMERGENCY OUTLET SPILLWAY 2' WADE TOP OF BERM EL- 223.00' 4" TOPSOIL ESTABLISHED F_ DENSE VEGETATION 4" THICK WETLAND SOIL UP TO EL 222.00' ll "-��I PE LINER ENO LINER O OUTER EDGE OF EL 223.00' BERM SEE DETAIL A ON DWG. NO. C-3.2 FOR JOINING DETAILS DO NOT USE GRANULAR BACKFILL IN BERM NATIVE SOIL\ 48' I.D. PRECAST MANHOLE. BASE SECTION: COAT EXTERIOR WITH 2 COATS WATER PROOFING SEALANT RISER /2 24" HDPE RISER W/ SOLID COVER EL' 214.67' ',-END PE LINER O OUTER EDGE OF EL- 223.00' BERM _may WETLAND BASIN/LIMITS FOR WETLAND PLANTS (SEE SPEC 02920) INSIDE BASIN UP TO EL- 222.00' GRAVEL WETLAND CELL #1 RISER p1 24" HDPE RISER W/ GRATE EL: 215.DO' (PERF. WITHIN GRAVEL LAYER k SOLID ABOVE) 3' PEA STONE 3' PEA STONE 8" WETLAND 8' WETLAND SOIL SOIL EL- 214.50' EL: 214.50' EL- 213.83' EL 213.83' -- EL- 213.58' EL: 213.58' 24' 24' 3/4" GRAVEL 3/4" GRAVEL EL 211.58' EL: 211.58' 24" WETLAND INLET INV. EL: 220.17 12" TYPE I STONE COLLAR TYPE III STONE RIP -RAP 18' MIN. DEPTH w SINGLE LAYER OF WOVEN 1 GEOTEXTILE FABRIC BETWEEN RIP -RAP AND PEASTONE LAYER AT INLET. PE LINER PE LINER J \_ 9" CONCRETE FOOTER 6" PERF. HDPE PIPE 6' PERF. HDPE PIPE BOTTOM EL: 210.83' INV. EL: 212.08' INV. EL: 212.08' COMPACTED EARTHEN J SUBGRADE GRAVEL WETLAND DETAIL SCALE: NOT TO SCALE WETLAND BASIN/LIMITS FOR WETLAND PLANTS (SEE SPEC 02920) INSIDE BASIN UP TO EL: 222.00' 4-0" 36" REMOVABLE TRASH RACK (SEE DETAIL, DWG. NO. C-3.1) PRECAST COVER WITH 36" OPENING CENTERED TOP OF OUTLET STRUCTURE EL: 220.00' rn SUMP EL: 211.50' RISER /4 PE LINER 12' TYPE 1 24' HDPE RISER STONE COLLAR W/ SOLID COVER CAP W/ 3.9" ORIFICE EL- 214.67' O rL EL: 214.17' PE LINER 8' HDPE INV. EL• 213.83' 2" RIGID INSULATION 8" HOPE - 5' MIN. 5' MIN. -- ANTI -SEEP COLLARS (TYP.) 8" HDPE INV. SEE DETAIL DWG. NO. C-3.1 EL, 213.83' V 28'-0' 5' � 28'-0" (MIN.) MIN 12" MIN. CRUSHED GRAVEL 9" CONCRETE FOOTER 24' DIA HD� 50 i �r (3/4' TO 1-1/2" STONE) BOTTOM EL 210.83' INV. OUT EL SEE PIPE TO CATCH BASIN CONNECTION DETAILS, DWG. 1 0. C-3.2 GRAVEL WETLAND CELL #2 3" PEA STONE 8" WETLAND SOIL EL: 214.50' EL 213.83' EL: 213.58' 24" 3/4" GRAVEL -EL 211.58' PE LINER 6" PERF. HDPE PIPE INV, EL' 212.08' COMPACTED EARTHEN SUBGRADE ANTI -SEEP COLLARS (TYP.) GRAVEL WETLAND DETAIL SEE DETAIL, DWG. NO. C-3.1 SCALE: NOT TO SCALE LANDSCAPING AS PER SECTION 0290C NEW DS /A (96" DIA.) STORMWATER SEPARATOR RIM EL: 230.00' SUMP EL 212.83' SEE DETAIL, DWG. NO. C-3.1 4" TOPSOIL. ESTABLISH DENSE VEGETATION SWE O 1-YR. STORM - 221.80' 24' HDPE (WETLAND) INV. IN EL: 220.17' (DS /A) INV. OUT E L: 220-50 12" MIN. CRUSHED GRAVEL (3/4" TO 1-1/2" STONE) 24' HDPE (DS #A) INV. IN EL 218.50' (OS /B) INV. OUT EL 220.00' 3" PEA STONE 8' WETLAND SOIL EL: 214.50' EL 213.83' -- --- EL 213.58' - o 24" 3/4" GRAVEL EL: 211.58' PE LINER -�7 6" PERF. HDPE PIPE INV. EL: 212.08' NEW DS /B (48" DIA.) 12" HOPE FROM W/SOLID COVER CB j110 RIM EL: 230.DO' - INV. IN EL: SUMP EL: 218.00 227.00' SINE O IDO-YR. STORM = 224.43' SWE O 100-YR. SWE O 25-YR. STORM - 222.96' STORM - 223.40' SWE O 25-YR. STORM = 222.44' SWE O 1-YR. STORM = 222.11' - 24" HDPE 18" HDPE J FROM CB /8 INV. IN EL: 222.03' 12" MIN. CRUSHED GRAVEL (3/4" TO 1-1/2" STONE) TOP OF GRAVEL WETLAND CELL BERM EL: 221.00' 100-YR. STORM = 220.53' 25-YR. STORM - 220.44' i-YR. STORM - 219.86' 7j RISER /3 24" HDPE RISER W/ GRATE EL 215.00' (PERF. MTHIN GRAVEL LAYER h SOLID ABOVE) 12" TYPE t 1 STONE COLLAR DO NOT USE GRANULAR BACKFILL IN BERM NATIVE SOIL - 1 5' 9" CONCRETE FOOTE BOTTOM EL: 210.83' L COMPACTED EARTHEN SUBGRADE 24' HDPE (RISER /2) INV. IN EL: 211.58' (RISER /3) INV. OUT EL 211.58' ANTI -SEEP COLLARS (TYP.) SEE DETAIL_ DWG. NO. C-3.1 Ilk %]Ali DRAWING N0. C-2.1 SHEET 9 OF 1 3 I I RIM: 230.00 T.O.S. 229.67 CATCH BASIN GRATE RIM EL 231.29' TOP OF BERM EL: 221.00' TOP OF BERM EL: 221.00' 24" HOPE INVERT r 8- 1 r 70P WEIR EL: 3'-11 7/8" TOP OF GUIDE RAIL ° a a EL 225.67' WALL EL 225.75' LEDGER: 222.55' ALUMINUM RAILS (TYP.) 24" OUTLET INVERT: 220.50' 6 1 TOP OF CONIC. WEIR EL 223.59' 24" INLET INVERT: 218.50' ° I� CONCRETE SKIRT: 216.77' SUMP EL: 221.83' s s 5 PVC STOPLOGS O 5" WIDE EA. EAST. 24" RCP OUTFALL 10 AS MANUFACTURED BY AGRI-DRAIN NV. OUT EL-223.83' SUMP EL: 212.83' 24" HOPE INVERT 7 IN: 218.50' SECTION e GRAVEL BEDDING (12" MIN.) _17— SEE SPECIFICATIONS PLAN VIEW SECTION A -A NOTES: 1. THE OUTLET PIPE STUB (NOT SHOWN) IS A ROTO-MOLDED PRODUCT WITH AN I.D. OF 24 IN. THAT CANNOT BE MODIFIED. THE ORIENTATION OF THE OUTLET PIPE CAN BE ADJUSTED TO SUIT SITE CONDITIONS. 2. THE I.D. OF THE INLET PIPE SHOULD BE PLACED TANGENT TO THE I.D. OF THE MANHOLE. THE ORIENTATION OF THE INLET PIPE CAN BE ADJUSTED TO SUIT SITE CONDITIONS. 3. SEDIMENT SHALL BE STORED IN A ZONE THAT IS ISOLATED FORM THE MAIN FLOW PATH AND PROTECTED FROM RE -ENTRAINMENT BY THE BENCHING SKIRT. 4. STORMWATER SEPARATOR SHALL NE A 8-FT DIAMETER DOWNSTREAM DEFENDER AS MANUFACTURED BY HYDRO INTERNATIONAL, OR APPROVED EQUAL, AS REQUIRED BY TECHNICAL SPECIFICATION 02800. 5. CONTRACTOR SHALL USE A FLEX BOOT CONNECTION. DS #A STORMWATER SEPARATOR DETAIL SCALE: NOT TO SCALE 4' TOPSOIL AND SEED PCP APRON (MIN. 4" THICK) - SLOPE PER GRADING PLAN PROVIDE SMOOTH FINISH ADJUST FRAME TO GRADE NTH CONCRETE GRADE RINGS, MIN. 8" WIDE OR INFRARISERS. ALL JOINTS SEALED MATH BUYTL JOINT SEALANT OR AS SPECIFIED ECCENTRIC CONE REDUCER SECTION 18- RCP FROM CB /1 , INV. IN EL 224.52 1 1 4- (TYP.) 6" (TYP.) 1 1 � A EXIST. 24" RCP OUTFALL INV. OUT EL:- 223.BS I 6'-0" I.D. DIA. MANHOLE V-5 1/2" OFFSET FROM CENTER OF MH 4" OFFSET 24" HOPE TO DS /F A INV. OUT EL: 224.93' L EXIST. 15" RCP FROM CB /3 INV. IN EL, 224.44 PLAN CATCH BASIN #2 W/OVERFLOW WEIR DETAIL SCALE: NOT TO SCALE TURF PAVEMENT ANTI -SEEP COLLAR NOTES: CATCH BASIN FRAME AND SINGLE GRATE SHALL 1. SPACING BETWEEN ADJACENT COLLARS SHALL BE A MINIMUM OF 5 FEET, AND A MAXIMUM OF 28 FEET BE NEENAH R-3475 OR APPROVED EQUAL WITH THE FIRST COLLAR BEING A MINIMUM OF 5 FEET FROM THE INLET. 2I 4 MIN' (MAIN. 2.7 S0. FT. OPEN AREA) CATCH BASIN 8" I _ FRAME 2. FURNISH A MINIMUM OF 2 COLLARS PER CONDUIT. CONCRETE COLLAR 3. PROVIDE A 4,000 PSI (MIN.) CONCRETE MIX. 71 2' A 7 2' t2" MIN. MIN. OPENING 1� /4 BARS O 12" D.C. PRINCIPLE SPILLWAY PIPE OUTLET Izz CLASS B SPLICE A ANTI -SEEP COLLAR SCALES NOT TO SCALE CAST IN PLACE FLEXIBLE RUBBER BOOT WITH STAINLESS STEEL BANDS 24" SUMP (TYPICAL FOR NEW STRUCTURES), SEE DETAIL, DWG. NO. C-3.2 u II-,' ooo 1= 0000000o Oo°Qo°oo°pOo u 0oo°�o°" o°popo° III iT = O O OOU 0�O o O O 24" HDPE 24" HOPE GRAVEL BEDDING OUTLET INLET SEE SPECS -II111=III 111=III=III IIII IIII �IrFI= ii... I VARIES RISER SECTION(S) AS REQUIRED w z z W -D> o In I n 0 Z 0 w ANTI -SEEP COLLAR SHALL BE WATERPROOF AND HAVE A WATERPROOF CONNECTION TO THE PIPE M4 BARS - 4" WETLAND SOIL �Q'F< EL22.50'0T 4" WETLAND SOIL J 7 6" PE LINER MIN. 18" DEPTH OF GEOTEXTILE FABRIC 140N TYPE III STONE OR APPROVED EQUAL 10 EMERGENCY SPILLWAY AT CENTER BERM DETAIL SCALE: NOT TO SCALE ASPHALT IMPREGNATED -I - __� RUBBER -LIKE POLYURETHANE GASKET APPROVED PREFORMED O-RING SET 1 1/2" X 2" BITUMASTIC SEALANT IN RECESS SEE NOTE 3 I POLYTITE ROLL-N-LOK BITUMASTIC O-RING (OR EQUAL) (OR EQUAL) NOTE: ALL GASKETS AND SEALANTS SHALL DE INSTALLED IN ACCORDANCE MATH MANUFACTURER'S WRITTEN INSTRUCTIONS DETAIL -A NOTES: 1. HORIZONTAL JOINTS BETWEEN SECTIONS OF PRECAST CONCRETE BARRELS SHALL BE OF A TYPE APPROVED BY THE ENGINEER, WHICH TYPE SHALL, IN GENERAL, DEPEND FOR WATERTIGHTNESS UPON AN ELASTOMERIC OR MASTIC -LIKE GASKET. 2. PIPE TO BASIN JOINTS SHALL BE ONLY AS APPROVED BY THE ENGINEER AND IN GENERAL. WILL DEPEND FOR WATERTIGHTNESS UPON ELASTOMERIC SEALANT. 3. FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT SHALL BE SUFFICIENT TO FILL AT LEAST 75% OF THE JOINT CAVITY. 4. NON -SHRINKING MORTAR SHALL ONLY BE USED WHERE SPECIFICALLY APPROVED BY THE ENGINEER. NOTES: V-O" MIN. -J 1. ALL PREFABRICATED REINFORCED CONCRETE CATCH BASINS AND FRAMES AND GRATES SHALL BE DESIGNED AND REMOVABLE TRASH RACK SHALL BE HDPE CONSTRUCTED TO CONFORM TO THE CITY OF SOUTH BURLINGTON STANDARDS. THE CONTRACTOR IS REQUIRED TO PYRAMID RACK FOR CONCRETE MODEL SUPPLY SHOP DRAWINGS AND MANUFACTURERS' CERTIFICATIONS TO THE ENGINEER FOR REVIEW PRIOR TO NUMBER RS-36 AS MANUFACTURED BY CONTRACTOR SHALL MOUNT INSTALLATION. CONTECH OR APPROVED EQUAL. CONCRETE TRASH CK TO OUTLETSTRUCTURE 2. STORM DRAINS ARE TO BE LABELED WITH A MARKER STATING "NO DUMPING. DRAOF INS TO STREAM". MANUFACTURER WILL SUPPLY ALL -- TYPICAL CATCH BASIN AND MOUNTING HARDWARE DRAINAGE BASIN DETAIL REMOVABLE TRASH RACK DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE CAST -IN -PLACE FLEXIBLE BOOT FOR NEW STRUCTURES (OR EQUAL) ENGINEER DRAFT KOR-N-SEAL JOINT SLEEVE FOR PIPE CONNECTION o TO EXISITNG CATCH BASINS ma (n (OR EQUAL) i J NOTE. INSTALL SEALS FROM DRY SIDE Q PENETRATION. WET SIDE ALTERNATE METHOD -CORE DRILL AND �' ¢ LLI FILLED FILLED MATH WATERPROOF GROUT. MECHANICAL SEAL. NO SLEEVE � Q WALL THICKNESS REQUIRED 3 D _z J� O 1 m LLI — I PIPE O.D. + 2 1/2" _ Z I I OR AS NOTED �- a o I J S.S. STEEL AND NEOPRENE N J MECHANICAL SEAL - 4- x LL.I (UNK SEAL) WITH WATER STOP pp U THROUGH EXISTING WALL 1/2 WALL THICKNESS v m In CUT HOLE IN EXISTING CONCRETE. FILL WITH EPDXY BONgNG COMPOUND w NON -SHRINKING GROUT DRAWING NO. WALL SLEEVE DETAIL FOR PIPE CONNECTION TO EXISITNG CATCH BASINS C-3.1 PIPE CONNECTION TO CATCH BASIN DETAILS SHEET 10 OF 13 SCALE: NOT TO SCALE 10Fc_I A ._ I— i ENGINEER DRAFT V 25' 25' SAWED PAVEMENT IF SAW CUT ASPHALT, PROVIDE KEYWAY -- BEGINNING OR ENO OF COLD PLANE REQUIRED EXISTING SURFACE COURSE AND APPLY TACK COAT BEFORE _ BITUMINOUS CONCRETE PROJECT EXIST. PAVEMENT PLACEMENT OF NEW ASPHALT j SURFACE COURSE 1-1/2' DEEP 1 S o NEARING COURSE - 1-1/2- WEARING COURSE BINDER COURSE } 12"I iND BASE COURSE y 2-1 /2• BIT. BINDER BASE COURSE EXIST. PAVEMENT 12' CRUSHED GRAVEL 12" -4-1 CRUSHED GRAVEL 12'- SAW CUT PAVEMENT 1 s TEMPORARY PAVEMENT FILLET (MIN. 1 12" GRAVEL LENGTH - 5 FT./INCH OF DEPTH) 1� c 4 EXISTING 12- GRAVEL BASE USE TRANSITION CEDAR POST SLOPE 4.1 2'.4" BLACK I-,..:_ 1. A;I i..4ER GALVANIZED (TYP.) SEE EXISTING PAVEMENT NEW PAVING STEEL. WELDED WIRE MESH (12.5 CADGE) DETAIL 10't LONG CEDAR RAIL (48 WIDE) INSTALLED ON OUTSIDE FACE OF $PUT RAIL FENCE DOUBLE GATE WIDTH AS SHOWN ON PLANS SEE ECInCAn0N 02W5 FOR TRAVERSE JOINT PAVEMENT TRANSITION DETAIL LONGITUDINAL JOINT PAVEMENT TRANSITION DETAIL =o FENCE. GATE AND HARDWARE Z Z Lo REQUIRDAENTs. CEDAR SPLIT -RAIL GATE DETAIL BETWEEN NEW AND EXISTING ASPHALT PAVEMENTS BETWEEN NEW AND EXISTING ASPHALT PAVEMENTS <, (DDo < N.T.S. SCALE NOT TO SCALE SCALE: NOT TO SCALELUM, ro 0 N= 0a 1) ALL WOOD FOR SPLIT RAIL FENCE TO BE CEDAR SPLIT RAIL. EXAMPLE 4: SINGLE RAMP ON TANGENT: 5'-0" _ SEE SPEOACATION& SIDEWALK WIDTH TO BACK 2) ENO POST SHALL BE TE4MAL Posy 2' X 4' BLACK PVC COATED OVER GALVANIZED LEVEL LANDING OF MATCH EXISTING F-. - - CURB W N STEEL NEEDED WIRE MESH 12.5 SPLICE 48 MADE a' � z W' J) ATTACH WEIGED WIRE MESH TO P0515 AND RAILS WITH ( ) ( ) - SIDEWALK I /2' CROWN X 1-1/2' LEG GALVANIZED STAPLES AT 12' O.C. EACH wAr. INSTAtl£D 011 OUTSIDE FACE OF SPLIT RAIL FENCE �..MI�N..I MIN. a; I�� B 16 - ROADWAY $'�'�� w 10'-0- ON CENTER w SURFACE 8\ it ff aoF= u 10• 3.5• 1.5" RAILS VAIN 2.0% MAX. � TAPERED TIPS TO MEET SLOB GRASS STRIP / J �i-�g�Wasz m ° DETECTABLE x�z_ �a 4.5• SLOTS LEVEL LANDING W/ - WARNING �' % 24" • WITH SPLASH - ( DETECTABLE WARNING CRASS STRIP WIDTH 3<a� m 2.0% MAX. SLOPE o�z ' 4a' IN ANY DIRECTION TO MATCH EXISTING � ��-FLARED ENO SECTION u A GRASS STRIP WIDTH A o a a 3 SECTION A -A '^mac. NOTES: 1 I - c u � -PIPE OUTLET ' 5 1 � 1. NOMINAL RAMP DIMENSIONS AND GRADES: i PosT <TYP%aU RAMP WIDTH - 4'-0" MINIMUM a 6 ^ RAMP SLOPE - 8.3% MAXIMUM CONTINUE 24" TYPE III t 5 _.- Y_F___- Y) ). .,L.-..i._ _�._ _ L STONE TO EDGE OFXZG.EEOTE 24" TYPE III STONE N >- T RAMP CROSS SLOPE - 2.0� MAXIMUM A n I CHANNEL L. u .g a 30 2. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) / c ; % -� AT TOPS AND BOTTOMS OF RAMPS.- D05 sa<J 3. NO VERTICAL "LIP" OR "CURB REVEAL" WILL BE PROVIDED WHERE THE to 5 RAMP ADJOINS THE ROADWAY. (UXTILE FABRIC. MARAFI 140NLEVEL LANDING BPPROVED EQUAL �{ �'' - o PROPERLY \ �y FRONT VIEW COMPACTED FILL 5'-0" MIN. CURB TRANSITION \/ r u o WIDTH RAMP LEVEL ` o N o CEDAR SPLIT -RAIL FENCE DETAIL FLAT SIDEWALK I~� LANDING OUTFALL #1 OUTLET PROTECTION DETAIL OR 2.0% MAX. CURB Q =. N.T.S. SCALE. NOT TO SCALE 8.3MAX. Z 0. SECTION B-B SECTION C-C4w� 4 FLARED END 4 14- y SECTION SIDEWALK RAMP TYPE 6 DETAIL �, 24" 1F s• Z CURB DETAIL NOTES: _ 0 SCALE: NOT TO SCALE --- z w J_ 1. WHEN CONCRETE SIDEWALK IS CONSTRUCTED 1/2 R. 18 Q ADJACENT TO CONCRETE CURB, ASPHALT TREATED I I 1/2 R' 24• TYPE III STONE w o ~ FELT SHALL BE PLACED BETWEEN THE SIDEWALK AND > ¢ W CURB FOR THE TOTAL DEPTH OF THE SIDEWALK 4000 PSI CONCRETE CEOTEXTILE FABRIC. MARAFI 140N SECTION A -A 2. CAST -IN -PLACE CEMENT CONCRETE CURB SHALL BE OR APPROVED EQUAL w (n CONSTRUCTED IN CONFORMANCE TO THE 7" BROOM FINISH SCALE: NOT TO SCALE Z REQUIREMENTS OF SECTION 616.06 OF THE VERMONT pW'T SURFACE O AGENCY OF TRANSPORTATION STANDARD 5" CONCRETE 5-0.50 FT/FT m o LLJ SPECIFICATIONS. 1. 4X4-W6.0 X W6.0 WELDED WIRE MESH FLARED END SECTION Q 3. ALL CAST -IN -PLACE CONCRETE FOR CURBING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 541 OF 1' 18 12" MIN. 4" TOPSOIL ESTABLISH Si z -) THE VERMONT AGENCY OF TRANSPORTATION 6•• CRUSHED GRAVEL 24" OUTLET INV. EL: 213.17" DENSE VEGETATION cwi W STANDARD SPECIFICATIONS FOR CONCRETE, CLASS B. __ THERE SHALL BE A MINERAL ADMIXTURE 24" TYPE NI STONE --------------- > � U SUBSTITUTION FOR PORTLAND CEMENT OF 20X FLY COMPACTED OR S=.3 FT/FT- INSPECTION� ASH OR 25% GGBFS. CONCRETE WILL BE SUBJECT TO 5=.20 FT/FT _ AND TESTS FOR COMPLIANCE WITH UNDISTURBED SOIL J QUALITY REQUIREMENTS. �9" ---� NOTES: 140N (MIRAFI) FILTER FABRIC MATCH EXISTING `EL: 210.00' 1B" - PROVIDE EXPANSION JOINT EVERY 25' GRADE-� EL: 211.00 \ 24' HDPE OUTFALL - PROVIDE CONTROL JOINTS EVERY 5% 1/4 - 1/3 THICKNESS OF SLAB \\ - DO NOT USE CALCIUM CHLORIDE OR OTHER MATERIALS CONTAINING ANTIFREEZE CRANING No OR CHEMICAL ACCELERATORS. EL: 204.00't -- GEOTEXTILE FABRIC. - AIR CONTENT: 5-7X AIR ENTRAINMENT MARAFI 14ON OR - MAXIMUM WATER-CEMENTITIWS MATERIALS RATIO: 0.50 10't 5' -- 10' 1 APPROVED EQUAL ^l CAST -IN -PLACE CONCRETE CURB - SLUMP LIMIT: 3-4" PRIOR TO ANY WATER REDUCING ADDITIVE 3. V TYPE B DETAIL CONCRETE SIDEWALK DETAIL GEMARAF11OTEXTILE 40 FABRIC. SECTION B-B SCALE: NOT TO SCALE N.T.S. APPROVED EQUAL SCALE: NOT TO SCALE SHEET 12 OF 13 I i ENGINEER EXTEND BLANKET A MINIMUM OF 3'-0" OVER CREST OF SLOPE. STAPLED 12" O.C. 3, TRENCHING NEEDED IF A MINIMUM FOR SIDE SEAM ABUTMENT, ••• OF 3'-0* IS NOT AVAILABLE AT THE STAPLED 12" O.C. CREST OF SLOPE. 13. MATTING REQUIRED••••• ON SLOPES GREATER THAN 3:1 •• END ROLL OVERLAP, 4" STAPLED EVERY 12" O.C. 4" SIDE SEAM OVERLAP • BLANKET TO EXTEND A MINIMUM OF 3'-0' • •••• BEYOND TOE OF SLOPE. STAPLE 12" O.C. ALONG BLANKET AT SLOPE CHANGE AND END OF SLOPE. NOTES 1. MATTING TO BE USED SHALL BE CURLEX® 01 MANUFACTURED BY AMERICAN EXCELSIOR COMPANY, OR APPROVED EOUAL. 2. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. SEE CURLER& STAPLE PATTERN GUIDE FOR DETAILS. EROSION CONTROL MATTING SLOPE DETAIL N.T.S. MOUNTABLE BERM CURBING TO (OPTIONAL) BE REMOVED r 4C (MIN) EXISTING I+ PAVEMENT 8, (MIN) EXISTING GROUND WOVEN GEOTEXTILE TYPICAL CONSTRUCTION ENTRANCE PROFILE 40' (MIN) 10' 12' ONE LANE) � 24' TWO LANE) 10' I I TYPICAL STABILIZED CONSTRUCTION ENTRANCE PLAN I� i 10' APPLICATION NOTES: I A. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. 1. STONE SIZE - USE CLEAN STONE WITH GRADATION BETWEEN 1 INCHES AND 4 INCHES . 2. LENGTH - 40 FEET (MIN) 3. THICKNESS - 18 INCHES (MIN) 4. WIDTH - 12 FEET (MIN) 5. GEOTEXTILE UNDER STONE WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6, WHEN WASHING OF VEHICLE IS NECESSARY, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 7. THE ENTRANCE SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT- 8. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. ALL SEDIMENT SPILLED, DROPPED. WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 9. AT THE TIME OF REMOVAL OF THE STABILIZED CONSTRUCTION ENTRANCE THE DISTURBED AREA SHALL BE REPAIRED AND STABILIZED. CONSTRUCTION ENTRANCE DETAIL SCALE: NOT TO SCALE STANDARD CONSTRUCTION DETAIL Pumped Water Filter Bag FILTER BAG REQUIRED WITHIN 100' OF WETLANDS WELL VEGETATED. GRASSY AREA PLAN VIEW DISCHARGE HOSE WELL VEGETATED, GRASSY AREA ELEVATION VIEW DISCHARGE HOSE CLAMPS PUMP INTAKE HOSE CLAMPS PUMP - INTAKE HOSE FILTER BAG DISCHARGE DETAIL SCALE: NOT TO SCALE 18" MIN. RUNOFF WATER WITH SEDIMENT TER FABRIC CRUSHED STONE (12" MIN. DEPTH) SEDIMENT FILTERED WATER WARE MESH CATCH BASIN STRUCTURE 1. A WIRE MESH SHALL BE PLACED OVER THE DROP INLET OR CURB OPENING SO THAT THE ENTIRE OPENING AND A MINIMUM OF 12 INCHES AROUND THE OPENING ARE COVERED BY THE MESH. THE MESH MAY BE ORDINARY HARDWARE CLOTH OR WIRE MESH WITH OPENINGS UP TO 1/4 INCH. 2. THE WIRE MESH SHALL BE COVERED WITH CLEAN COARSE AGGREGATE SUCH AS CRUSHED STONE FOR A MINIMUM DEPTH OF 12 INCHES. CRUSHED STONE SHALL BE BEDDING STONE FOR SEWERS (ASTM STONE SIZE NO. 67). SEE SPECIFICATIONS. 3. THE COARSE AGGREGATE SHALL EXTEND AT LEAST 18 INCHES BEYOND ALL SIDES OF THE CATCH BASIN/DRAIN OPENING. 4. THIS SEDIMENTATION CONTROL SHALL BE UTILIZED AT ALL CATCH BASINS ENCOUNTERED. SEDIMENTATION CONTROL AT CATCH BASIN SCALE: NOT TO SCALE WOVEN WARE FENCE (14.5 2 x 2" x 36" L OAK POST WOVEN WIRE FENCE GA. MIN., MAX. 6 " MESH) FILTER FABRIC 0' MAX, MINIMUM 6" COMPACTED i = BACKFILL FILTER FABRIC W/� EXIST. i g GRADE BURIED FLAP - N e EXISTING FINISHE N SEE SPECS. GRADE / //� '' 16" MIN. "X6" MIN. TRENCH Fy� BURY FLAP OF FILTER FABRIC NOTES FOR SILT FENCE 1. SPACING OF WOOD FENCE POSTS NOT TO EXCEED 10'-C". 2. SILT FENCE SHALL BE INSTALLED BEFORE ANY EARTH REMOVAL OR EXCAVATION TAKES PLACE. 3. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES AT TOP, MIDPOINT AND BOTTOM. 4. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE. 5. OVERLAP BY 6% FOLD AND STAPLE ADJOINING SECTIONS OF FILTER FABRIC. 6. MAINTENANCE SHALL BE PERFORMED AS NEEDED, AND THE MATERIAL REMOVED WHEN "BULGES" DEVELOP. DO NOT DEPOSIT MATERIAL NEAR WETLANDS OR WATERCOURSES. 7. FILTER FABRIC SHALL BE ENTRENCHED 6" MIN. BELOW EXISTING OR FINISHED GRADE. SILT FENCE DETAIL OR CONSTRUCTION DEWATERING NOTES: 1. THE CONTRACTOR HALL PROVIDE DEWATERING EQUIPMENT (I.E. PUMPS, HOSES, ETC.,) CAPABLE OF CONTROLUNG GROUNDWATER ENCOUNTERED IN THE EXCAVATIONS SUCH THAT ALL CAN BE PERFORMED "IN THE DRY." 2. AS NEEDED, CONSTRUCTION DEWATERING DISCHARGED TO THE SUBSURFACE OR TO SURFACE WATER BODY/DRAINAGE SYSTEM SHALL BE PRETREATED FOR SEDIMENT REMOVAL BY RESIDING IN A FILTER BAG OR FRACTIONATION/SEDIMENTATION TANK PRIOR TO DISCHARGE. UNDER NO CIRCUMSTANCES IS WATER FROM THE SEDIMENTATION TANK TO BE DISCHARGED DIRECTLY TO A WETLAND RESOURCE AREA. WATER FROM THE SEDIMENTATION TANK MUST BE DISCHARGED THROUGH A CATCH BASIN WITH AN ADEQUATE AND FUNCTIONING SUMP OR THROUGH A SEDIMENTATION TRAP PRIOR TO ENTERING A WETLAND RESOURCE AREA OR RECEIVING WATER. THE OUTLET MUST BE INSPECTED DURING OPERATION TO CONFIRM THAT SEDIMENT IS NOT BEING DISCHARGED TO A WETLAND RESOURCE AREA. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PROPER NPDES PERMITTING FOR CONSTRUCTION DEWATERING ACTIVITIES. EROSION CONTROL NOTES: 1. ALL DRAINAGE OUTLETS SHALL BE LOCATED AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPROPRIATE EROSION PREVENTION AND SEDIMENT CONTROL MEASURES INSTALLED AS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT (1401) AND AN EROSION PREVENTION AND SEDIMENTATION CONTROL PLAN AS REQUIRED IN SECTION 01550 PRIOR TO BEGINNING OF WORK. ALL DEWATERING AND OPERATIONS SHALL CONFORM TO ALL APPROPRIATE AGENCY REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REWIRED DISCHARGE SAMPLING AND TESTING AND SHALL BE INCIDENTAL TO THE DEWATERING OPERATIONS. THERE WILL BE NO SEPARATE PAYMENT FOR DEWATERING. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROVIDE EROSION PREVENTION AND SEDIMENT CONTROL. 3. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL AND STATE REGULATIONS. 4. THE CONTRACTOR SHALL FURNISH, INSTALL AND PERFORM ALL NECESSARY REQUIREMENTS TO COMPLY WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL AND THESE PLANS AND SPECIFICATIONS. THE MORE STRINGENT SHALL APPLY. 5. THE CONTRACTOR SHALL PHASE CONSTRUCTION ACTIVITIES TO MINIMIZE THE TIME THAT SOIL IS LEFT DISTURBED. 6. PROPERLY ENTRENCHED SILTATION FENCE SHALL BE INSTALLED IMMEDIATELY OUTSIDE OF THE PAVEMENT OR AS SHOWN ON THE PLANS. 7. SILT FENCE INSTALLATIONS SHALL BE INSPECTED FOR THE FOLLOWING: • VISIBLE DAMAGE TO SILT FENCE INSTALLATIONS. • SEDIMENT ACCUMULATION. SEDIMENT REMOVAL SHALL OCCUR WHEN SEDIMENT HAS ACCUMULATED TO NO MORE THAN ONE THIRD THE HEIGHT OF THE FENCE. • SIGNS OF CHANNEL OR GULLY EROSION FORMATION PARALLEL TO THE FENCE. • SIGNS OF DETERIORATED OR CLOGGED GEOTEXTILE; REPLACE AS NEEDED. • SIGNS OF UNDER CUTTING OR PIPING. • STAKES SHALL BE SECURED TO THE GROUND. 8. INSPECTIONS OF THE PROJECT SITE AND ALL EROSION CONTROL BARRIERS BY THE CONTRACTOR SHALL OCCUR DAILY AND AFTER EVERY SIGNIFICANT PRECIPITATION EVENT (EXCEEDING 1/2-INCH PRECIPITATION). 9. TEMPORARY STONE CHECK DAMS SHALL BE INSTALLED AT MINIMUM 100-FOOT INTERVALS PRIOR TO ANY RAIN EVENT. MATERIALS SHALL BE STORED ON PROJECT SITE AT ALL TIMES. 10. IN ADDITION LIME SHALL BE ADDED TO THE TOPSOIL IN AMOUNTS AS NECESSARY TO ACHIEVE THE REWIRED PH AS SPECIFIED. 11. SHOULD SEASONAL LIMITATIONS MAKE ESTABLISHMENT OF GRASS ON AREAS TOPSOILED, SEEDED, AND MULCHED UNREAUSTIC, SUCH AREAS SHALL BE TREATED WITH BONDED FIBER MULCH. 12. ALL AREAS DISTURBED SHALL BE STABILIZED WITHIN 45 DAYS OF INITIAL DISTURBANCE. 13. ALL CUT k FILL SLOPES SHALL BE LOAMED AND SEEDED WITHIN 72 HOURS OF ESTABLISHING FINISHED GRADE. 14. ALL DITCHES, SWALES, PONDS SHALL BE STABILIZED PRIOR TO DIRECTING RUN-OFF. 15. IF THE PROJECT CONTINUES INTO THE WINTER THE FOLLOWING CRITERIA SHALL BE MET: • ALL PROPOSED VEGETATED AREAS WHICH DO NOT EXHIBIT A MINIMUM OF 85% VEGETATIVE GROWTH BY OCTOBER 15TH, OR WHICH ARE DISTURBED AFTER OCTOBER 15TH, SHALL BE STABIUZED BY SEEDING AND INSTALLING EROSION CONTROL BLANKETS ON SLOPES STEEPER THAN 3:1, AND SEEDING AND PLACING 3 TO 4 TONS OF MULCH PER ACRE, SECURED WITH ANCHORED NETTING, ELSEWHERE. THE INSTALLATION OF EROSION CONTROL BLANKETS OR MULCH AND NETTING SHALL NOT OCCUR OVER ACCUMULATED SNOW OR ON FROZEN GROUND AND SHALL BE COMPLETED IN ADVANCE OF THAW OR SPRING MELT EVENTS. • ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85% VEGETATIVE GROWTH BY OCTOBER 15TH, OR WHICH ARE DISTURBED AFTER OCTOBER 15TH, SHALL BE STABILIZED TEMPORARILY WITH STONE OR EROSION CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW CONDITIONS. DISTANCE OF STONE CHECK DAMS VARIES. TOE OF UPSTREAM CHECK DAM SHALL BE AT SAME ELEVATION AS TOP OF DOWNSTREAM CHECK DAM. :tiro �ia•r�� ri 4�I/i:1;�I1e�11' Y e:>:i:'r.�. � LONGITUDINAL SECTION CUT OFF TRENCH 18" WADE X 6" DEEP STONE CHECK DAM DETAILS SCALE: NOT TO SCALE-____ DRAFT w0 v Z z r) 2 r 4 r c0 a U W n 2 N w O amo i� 4 g = o_ ikm�goiFW m �ati< 31� yy� W N U > i iSi-w:� U a =fin F''i ZI ��jur ZZ jj3< n�aw�� < = vi m 0 N v y c° 01 a � o E u m L Vm�Ea Coom a C '`v L � C (U 7 V d = ♦ on oo lA V n N O OQ�o� N TT•. m � a � N o p o m Q Q r z _J 0 a z � � w Z U) za 0 J m� Z ~ W �Q 0 p o Z En w 0 0 U N 0. LL �8 w U m DRAWING NO. C-3.4 SCALE: NOT TO SCALE SHEET 13 OF 13